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760 BONITA RD - ADDITION PERMIT l CITY OF ATLANTIC BEACH 4 s 800 SEMINOLE ROAD 0 _� ATLANTIC BEACH, FL 32233 1:: 01119%' INSPECTION PHONE LINE 247-5814 RESIDENTIAL ADDITION - SINGLE OR TWO FAMILY RESIDENTIAL ADDITION MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RESA18-0016 Description: Adding Bath, Bed & Family Room Estimated Value: 107000 Issue Date: 8/1/2018 Expiration Date: 1/28/2019 PROPERTY ADDRESS: Address: 760 BONITA RD RE Number: 171097 0000 PROPERTY OWNER: Name: SMYTH JAIME Address: 760 BONITA RD ATLANTIC BEACH, FL 32233-4207 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: FUTURISTIC HOMES, INC. Address: 13694 BETTY DR JACKSONVILLE, FL 32224 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. �=, ' „, Permit Conditions v, ' �� City of Atlantic Beach r, ,•:,..4---_04)._ Permit Number: RESA18-0016 Description:Adding Bath,Bed&Family Room Applied:6/18/2018 Approved:7/30/2018 Site Address:760 BONITA RD Issued:8/1/2018 Finaled: City,State Zip Code:Atlantic Beach,Fl 32233 Status: ISSUED Applicant:<NONE> Parent Permit: Owner:SMYTH JAIME Parent Project: Contractor:<NONE> Details: LIST OF CONDITIONS SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 6/22/2018 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. 2 6/22/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 3 6/22/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 4 6/22/2018 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. 5 6/22/2018 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. Printed:Wednesday,01 August,2018 1 of 2 s rS 1%1,y;rj,, ,;to' ri; Permit Conditions 'V p, City of Atlantic Beach 6 6/22/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. 7 6/22/2018 CONSTRUCTION SITE INFORMATIONAL MANAGEMENT PUBLIC WORKS Scott Williams Notes: Provide construction site management plan,including location of silt fence,dumpster,portable toilet. Right-of-Way Permit is required if using right-of- way for construction parking. 8 6/22/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. 9 6/22/2018 MAXIMUM DRIVEWAY INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Maximum driveway width within the City right-of-way is 20'. Printed:Wednesday,01 August,2018 2 of 2 i,, TRW .-0.A.N:r J� City of Atlantic Beach APPLICATION NUMBER JSpejoy4,,, Building Department (To be assigned by the Building Department.) ir) 800 Seminole Road �s� 18_ I� ````l tit. Atlantic Beach, Florida 32233-5445 DV Phone (904)247-5826 • Fax(904)247-5845 ,mi J,3 �- E-mail: building-dept@coab.us Date routed: 6/i el/(? City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 (0 0 Bo n.Ark._ fEIr Department review required Yes No ildir Applicant: l—UAW i SfIC... �{oM.e5 (Planning &zcDng '�ree Administrator Project: ki ome etadcii b 1 Public Works ublic Utilities PubIk: 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. Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: 6 de).avt g TREE ADMIN. Second Review: A roved as revised. ❑ pp � ed. III Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: rn )---- Date: '/22/i FIRE SERVICES Third Review: Approved as revised. ❑Denied. El Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 I OFFICE COPY Aer k Building Permit Application Updated 12/8/17 City of Atlantic Beach << ©© 800 Seminole Road,Atlantic Beach,FL 32233 b / 1$ Phone:(904)247-5826 Fax:(904)247-5845 c(� Job Address: 7 0 O n.//�'� ikc/(/ DGJ Permit Number: i rc1 g J ao r wyee Legal DescriptionLo f '7, 81odj I� kya_,( �Iris Un, i RE# /7/6Q 9 —©000 Valuation of Work(Replacement Cost)$ -51Jlrl,l , .Heated/Cooled SF 7j'? Non-Heated/Cooled • Class of Work(Circle one): New Additio Alteration Repair Move I-•.o Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial •eiden al • 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: I/�, - 04 /Q/Lid , 7► �� f� L'C.S 5 ►��. m //C 1'voi . / Ci(v>✓1 b-,1 r'oopn , )(n0w, u•,•..A. f yn Le Poor. Florida Product Approval# for multiple products use product approval form Property Owner Information l Name: ;„ S `r h Address: 7 10 Bort i f•� 2 J City AIrL State Zip 3x.-33 Phone 4)OL( 1:507 ( g7'-/LJ E-Mail e��/t'�'Q 5"yf i • cjmkt GOyti, Owner or7fgent(If Agent, Power of Attornebr Agency Letter Required) Contractor Information Name of Com an : `oi N k i '0A,q F4fidixQualifying Agent: ' Address i3iq 6 dr. City X, State F/- Zip S 01-1,/ Office Phone 4161 /a /86 Job Site/Conttac`Number goy- 7/v -VYaI State Certification/Registration# CBC Ids-4 Y}9 E-M iI T kT i✓►e J C.01 • Cv►^'v Architect Name&Phone# 4 - (►Jc 409- aI q - 766y Engineer's Name&Phone# Workers Compensation £XPv e* /y 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 FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORD YOUR NO CE OF a MMENCEMENT. f# / e (Si a re o ('J' er!,r •gent) (Signature of Contractor) (including contractor) Q Si ned and sworn to(oraffirmed)before me this 08 day of igined and sworn t(�of affirmed)before me this I day of g une 2O1u , by3OtY' l� B• Srr yth JLI , , 2. t0 �1 of Heather Moony,ifevy — '"*t. State of Florida - 0 �� FY P" f (Signature of Notary) o�P `e��.,, SHANEL R.C (Sign pre of Notary) 'My Commission EVITes 02ro d : Notary Public-State of Florida *►w.✓ I ) ' 713 = +.•:nall�'it#FF�J03844 •,,, ` c��lc of o Aug i6,2019 ` (� Produced Identification rC C ''•��i;l'r�du €_ r� 30 _Iolq/ 'f3 Type of Identification:Hon GO Or i Vii S LceinS-e OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road 5;-. ' Atlantic Beach,Florida 32233 \oill fir. REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date /-1J - i0 Revision to Issued Permit Corrections to Comments Permit# f' i_3 7 a 06/‘ Project Address 760-66a, hl. 'U Contractor/Contact Name IP 41-fti F/0/61 Phone wT-7/0 '�SO t Email f tT11 atof . cow Description of Proposed Revision/Corrections: Permit Fee Due$ 0- 00 R Skeet5 'Jret 004- a (00 f ar irlcivA /C3(rcc4" c,)Accuovi� r jr►S a o>1 melte I�or66(610,(a1 SUIVC/ not,.) ,•aclucled ffa-Orc1" Gyro' b Sealed Mugs 'ay/ter/1i Additional Increase in Building Value $ Additional S.F. By signing below,I 5if° � r-: // affirm the Revision is inclusive of the proposed changes. (prated name) 7-/ 4 Signatu Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied V Not Applicable to Department Revision/Plan Review Comments / icy ns =4.e., I: / et�Z cro.►,. p re v•0v s 12e v:t' t,✓ Department Review Required: Building IP Planning & Zoning eviewed By Tree Administrator Public Works Public Utilities ' 7/& 2/ii/ Public Safety Date Fire Services . ` S CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 7/22/2018 Permit#: RESA18-0016 _ Site Address: 760 BONITA RD Review Status: denied RE#: 171097 0000 Applicant: FUTURISTIC HOMES, INC. Property Owner: SMYTH JAIME Email: FHFINC@AOL.COM _ Email: Phone: 9047104806 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Still have not received your cover page asked for on previous review comments, #1. 2. Have not received the Method of construction/alteration level. 3. 2 copies of needed of each above. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5 844 Email:mjones@coab.us Email-4I /2 tt-ew Co-rys 7AL-14 r^� 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 r1--�fr `lj-JrCITY OF ATLANTIC BEACH '____2 800 Seminole Road r' Atlantic Beach,Florida 32233 KV REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 7'070-a Revision to Issued Permit Corrections to Comments V Permit# RESR Ig" 001 Project Address AO 66,1,--4, Re. Contractor/Contact Name FjUiiSt:E, tdonrs 4 Fi� 7dc. S• S'effrci Rif gJel Phone 96?-71 d-1/Q Email __p Wnc Q ad. (0 Description of Proposed Revision/Corrections: Permit Fee DuC_ __-- '.U a illki-J / reos' s7CP(a n. Additional Increase in Building Value$ Additional S.F. k By signing below,I li S.-Itf '7U,4 affirm the Revision is inclusive of the proposed changes. (prinfed nares) ii/ 7-c2d 717 Signat �f Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: �uilding _._ il1?r. nnP13 ing & Zoning Reviewed By Tree A lministratdr -Public Works ___(---- 1._b111-131___ii i 730 it Public Safety Date Fire Services ,, f• Jam' ' T CITY OF ATLANTIC BEACH • J 800 SEMINOLE ROAD 75ATLANTIC BEACH, FL 32233 (904) 247-5800 0 Wr BUILDING REVIEW COMMENTS Date: 6/20/2018 Permit#: RESA18-0016 Site Address: 760 BONITA RD Review Status: denied RE#: 171097 0000 Applicant: FUTURISTIC HOMES, INC. Property Owner: SMYTH JAIME Email: FHFINC@AOL.COM Email: Phone: 9047104806 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction#sem 1. Create . •ever page with information to include: 1. Address of project. 2. Occupancy class. . Ape 'cable codes with correct code era dates and city ordinances. 4. Index of all drawings and achments with all pages numbered. 5. Printed name, contact info, date and signature of person - responsible for the design of the structure. 2. From the 2017 6th Edition of the FBC-Existing Building Code, choose a method of construction/alteration level for this project. Place information on cover page under App '• . - odes. .j�i.7��i7TS�•.j��•T13.L•3 hTiT:TJ�.` - - _ _tli 4 *:Erni ii -_S.ln7.�•�iGT-�!��MI��S B.. _ : • copies _ 4. i - • . r.. ! :_..• ,Z�:e:»i��..•s:.::. • z 5. ( . :: .o . : : : . . •• :_ . . - : : : :. . • ' .ml e. .ono mac - • .r drawing on the DBPR product approval web site when inputting that number. Verity number and • et submitting the correct drawing now,be sure the correct drawing is on the jobsite for the wine a • • to oLn inspection. — Building 12-1- 7. 3o . cS- Mike Jones Building Inspector/Plans Examiner ' ?r YN City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us �5yv.1-, City of Atlantic Beach APPLICATION NUMBER 4' > ,a: mil �,-k Building Department (To be assigned by the Building Department.) '1 - 800 Seminole Road EZCS f I8_ 60140 Atlantic Beach, Florida 32233-5445 1. Phone(904)247-5826 • Fax(904) 247-5845 G/ Q rj100 E-mail: building-dept@coab.us Date routed: CPO t ` 0 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 41 0 Bo n k.k. fcl artment review required Yes No ildi Applicant: c--tL L.liri Se4C 401y\es Planning &7sng _ ree Administrator Project: k,ome Mai ii 6r\ Public Works ublic Utilities i�trbllc Safe y 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. /Denied. ❑Not applicable (Circle one.) Comments: / Ue,A 'fr ' c S T BUILDING J Ta ey j I C9r!f_ PLANNING &ZONINGK. f Reviewed by: o Date: Cr`/O TREE ADMIN. Second Review:71APProved as revised. Denied.❑ ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: //- ej - Date: 7-17- 1E FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 s� ,.i=j'F ,, TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY r City of Atlantic Beach PERMIT# sl Community Development Department 2 800 Seminole Road Atlantic Beach, FL 32233 o;ti9 (P)904-247-5800 SITE INFORMATION ADDRESS 7t0 ❑ 14-a Rd SUBDIVISION \O)Ct 1 ca\iis 0i\ l- BLOCK / LOT 7 RE# V RESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION NAME J G 1 irKk 5/Y`�(I PHONE# ADDRESS 7 6 0 L, ,�� A CELL# CITY A f. 4-,t,---1, ... 134,,,i(_, STATE C-- ZIP CODE 71) a ) EMAIL 30-N, 0,N'y y\.Ci .m0/N. 6 '7 el m``, 1,c cm cgrOWNER ❑ LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBXCERTIFY TH T ALL 114,136RMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized A.ent .---2_ Vii/ J « ,•(Y‘`.-C2 . 1 4 -� a NATURE O A ICANT PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT(2) tL PRINT OR TYPE NAME DATE Signed and sworn before me on this I Z1ay of _A , iv by State of -- 1 — 1 1,2 / Hl ' County of ji)L9U L Identification verified: �� , V2 . Li 0--- Oath Oath Sworn: 'Yes ❑ Nom (I/be? ColleyIL Couet .� M•ICINIyC pio„Expires Notary Signature Ap M 1�,2021 14b•41.pi CommtipnN0�cia7 P My Commission expires / /7 9-4 021 ' 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 61 old-v.0:6., . J"� CITY OF ATLANTIC BEACH .� 800 Seminole Road 5.,, Atlantic Beach,Florida 32233 iv REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS 77 y� l I�j( Date / ,/J - / Revision to Issued Permit -- Corrections to Comments Permit# f\1-3G,S/7 U --o Project Address 760-66hi ht fl Contractor/Contact Name p S f( I io yd Phone 101"710 ' so Email fkrI- e a0I • (Oft^ Description of Proposed Revision/Corrections:lPermit Fee Due $ R�' SI S u /Pi"I" o araL� f t ('�'c i•rl!'Iu�P /Cfi(rww't" wAc000dr ( or 1616..1161,oil /9dut�d / I D f'a t,,caI SIWVC rUc) ;•ncIUdeol It ar+ 4rol4 maid SS el,4611 Additional Increase in Building Value $ Additional S.F. By signing below,I S. J cJ / ai, affirm the Revision is inclusive of the proposed changes. (prated name) 7-0 'dSignatu Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building - Planning & Zoning Reviewed By Tree Administrator Public Works � 1 7 f I Public Utilities 8 Public Safety Date Fire Services I J'rif-v lik rlf,� CITY OF ATLANTIC BEACH r _ `J 800 Seminole Road o Atlantic Beach,Florida 32233 _____j REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 7-o20-/S Revision to Issued Permit Corrections to Comments V Permit# � S A� co�' /In I t Project Address 760 66,14-e, ,j` Contractor/Contact Name f ' iS i t, F1014 j FL Lc./S. 5ei�'�y Eloy f i U�( / Phone 96?-7/O-1/Ox Email -P hfj nC Q aol.Co,"t Description of Proposed Revision/Corrections: Permit Fee Due$ kW) /res sdc plan_ Additional Increase in Building Value$ Additional S.F. k By signing below,I ii S. 9 rio I affirm the Revision is inclusive of the proposed changes. (printed nai* iiiy 6' 7-02 C) "14' Signaof Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved ( Denied Not Applicable to Department Revision/Plan Review Comments Depa-rt—moment Review Required: Building j i' nning &Zoning ' Reviewed By Tree`A or (--- Public-Works-- , 7- 2 3 - 18 Lf6tic Utiii i l Public Safety Date Fire Services 01. Li City of Atlantic Beach APPLICATION NUMBER 3 '!� Building Department (To be assigned by the Building Department.) • 800 Seminole Road SS I�'`// .. � Atlantic Beach, Florida 32233-5445 C EC EIV } G 60140 Phone(904)247-5826 • Fax(904)247-5845 //tfi�=„0;319� E-mail: building-dept@coab.us a routed: � City web-site: http://www.coab.us JUN 19 2018 APPLICATION REVIEW /CJD TRACK G FORM Property Address: 1 (00 Bo R A . ecl OP artment review required Yes No , . _ --Buildi Applicant: l-�U1,1�Y G k4Opae,5 Manning &Z ig `Tree Administrator Project: kiome Nactt j Vr\ ublic Works ublic Utilities ftbllc y 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. /Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING v // � Reviewed by- ,,e„of',/ _ , Date: 6e221 y TREE ADMIN. Second Review: A roved as revised. Denied. ❑ pp Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed b : 7170 FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date:7_- ]`'"4e Revised 05/19/2017 ` 4 % CITY OF ATLANTIC BEACH ait Department of Public Works r .r 1200 Sandpiper Lane �¢ Atlantic Beach, FL 32233 ;31�'' (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 6/22/18 Applicant: Futuristic Homes Permit #: RESA18-0016 Email: fhfinc@aol.com Review Status: DENIED Property Owner: Jaime Smyth Site Address: 760 Bonita Road Email: jaimesmyth67@gmail.com THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: PP ROVE 7,zf/e) • Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. • Provide erosion and sediment control plans with installation details. • Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). • 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. • Gravel cannot go to road, must have a 2' concrete apron. 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\RESA18-0016(Futuristic).docx • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapell's, Inc., Republic Services, Donovan Dumpsters). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. • All runoff must remain on-site. Cannot raise lot elevation. • Maximum driveway width within the City right-of-way is 20'. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 2 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RESA18-0016(Futuristic).docx r� �"I, JUL 16 2018ii s� CITY OF ATLANTIC BEACH `.— 800 Seminole Road app)o BY, Atlantic Beach,Florida 32233 Jfi qr v REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS Date / -/. a Revision to Issued Permit Corrections to Comments /Permit# Art5n-t3.--06/‘ Project Address 760-66,1, 17i fl Contractor/Contact Name \ 1 C 1 bd (,/ � Y gl-Fik Phone LW 714 `/80G Email e aoi . (ort" Description of Proposed Revision/Corrections: Permit Fee Due $ (IC-11 Shz45 (Jlea DTI" 0-14nob) At ci7 intivdP / Co/recc wi «,�ar�� Ctebi 1`l'�S� Gt/D�l inci�>� e I©nfaPli.ca sur VC/ roc,..) ;nc tidtc g`j41°c+ 4 dna.,°• IT.USS ev1G Additional Increase in Building Value $ & Additional S.F. _ ! \ By signing below,I S. J f [---:4•AA/ � a' affirm the Revision is inclusive of the proposed changes. (pfinted name) / - Signatur ' Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied / Not Applicable to Department Revision/Plan Review Comments N. Department Review Required: Building /7 , 741,_, Planning & Zoning eviewed By Tree Administrator Public Works Public Utilities '� Public Safety Date Fire Services CITY OF ATLANTIC BEACH Department of Public Works 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 PUBLIC WORKS REVISION PLAN REVIEW COMMENTS Date: 7/18/18 Applicant: Futuristic Homes Permit #: RESA18-0016 Email: fhfinc@aol.com Review Status: DENIED Property Owner: Jaime Smyth Site Address: 760 Bonita Road Email: jaimesmyth67@gmail.com THIS PLAN REVIEW (AND REVISION) 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: riorYev1 NY-le The Revision submitted on 7/16/18 does NOT address the Correction Items requested. Please submit the correct information for the Public Works Department. • Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. • Provide erosion and sediment control plans with installation details. • Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). • 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. • Gravel cannot go to road, must have a 2' concrete apron. Page 1 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RESA18-0016(Futuristic-Revision).docx 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. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapell's, Inc., Republic Services, Donovan Dumpsters). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. • All runoff must remain on-site. Cannot raise lot elevation. • Maximum driveway width within the City right-of-way is 20'. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 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 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RESA18-0016(Futuristic-Revision).docx gi t:i kir, N y! CITY OF ATLANTIC BEACH 800 Seminole Road JUL 2 3 2013 Atlantic Beach,Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date /-02o 78 Revision to Issued Permit Corrections to Comments V Permit# RG SF ig 00 I 6 Project Address 70 6011k kJ. `` M Contractor/Contact Name Fv�"�iL L Purs ct'p Fi. lS nc.A. 3t ,.y !-r /6/41 Phone 96/-7/ ? -1/4‘ Email —P WrIc ® Iaol. Com Description of Proposed Revision /Corrections: Permit Fee Due $ /kV ret/,secs S4C Ply 1. Additional Increase in Building Value $ & Additional S.F. k By signing below,I iJ S.-1 r/U`j affirm the Revision is inclusive of the proposed changes. (printed nail if/ 7-02D -47 Signa of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved V Denied Not Applicable to Department Revision/Plan Review Comments ti Department Review Required: Building ___j _ cyderw_nning & ZoningReviej#0.04:,.. ree inistra oh (-7-ytf MC Utiaue , 7-ori3O Public Safety Date Fire Services 5i-11.I1:4. City of Atlantic Beach APPLICATION NUMBER rs Building Department " be assigned by the Building Department.) a.,Ss1 800 Seminole Road !1 s� Atlantic Beach, Florida 32233 5445 1 I cS I S- o0l4 a r Phone(904)247-5826 Fax(904)247-5845 JUN 19 2018 p �Jg !P E-mail: building-dept@coab.us ate routed: 61/81/p City web-site: http://www.coab.us BY: APPLICATION REVIEW AND TRACKING FORM Property Address: 1 Co O Bo r\ ecinplostment review required Yes No ��---- LL - ildir 1— Applicant: U .41.61 k St1 G k4OI'e e..5 ...f.ut:atffiimr .-, -- Administrator Project: {c4ye. Pvaaiii 6 r\ Public Works -ublic Utilities -.• icSerey 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. ❑Denied. Not applicable (Circle one.) Comments: BUILDING Rish46- ci b C 2-'C Vf Reviewed by: Date: TREE ADMIN. Second Review: roved as revised. IADP ElDenied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Sa CITY OF ATLANTIC BEACH r 800 Seminole Road Fau.alft. Beach,Florida 32233 f3 v` JUL 2 3 2�i3 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 'NO IS Revision to Issued Permit Corrections to Comments v Permit# RG SA 18- 001 I Project Address A0 6 p Contractor/Contact Name FO Uir SL Posits off' FL. Lc•A. Yfirr rry Phone 961-7/0 -116‘ Email `t'i4 nC ® /ad. Com. Description of Proposed Revision/Corrections: Permit Fee Due $ 1 /revisJ Sk plan, Additional Increase in Building Value $ Additional S.F. Byiing below,I � S•�tT> rio/z.1 affirm the Revision is inclusive of the proposed changes. (printed name) ItASignaf Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Depp_rtment Review Required: Building nning &ZoningReviewed By Tree-Administrator 7 2-4 ( Public Safety Date Fire Services OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft2).0- ,TIckeaS lon-Habitable Space (ft") LAND INFORMATION: Zoning District 72 S Flood Zone .` Minimum FFE / 3 '// BUILDING INFORMATION: Construction Type 1J_ 13 Occupancy Group 7/n3/4 -rh y I/ Number of Stories Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Rev. 2.7.2018 Pe rim O esi-JIoo`6 NOTICE OF COMMENCEMENT State of r9C1 , OFFICE C O PYx Folio No. County of 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 t,,h�}}'s NOTICE OF gOMMEN�CEMENT. Legal Description of property being improved: L04 7, I�6Ck I, &pi Pw1V'S Uri r or`C Address of property being improved:_ 7 -1 0 150 n 1 vim. V` A. A.1f-. t-L / V General description of improvements: R-Q, ►n,+o 6r__4 t_� ___LakI. + s j i;t n f J o►ti. /} Owner: �. i 5,yvt�L Address: © 60 r t i1y kJ_ A tGary ,L QAC( I Owner's interest in site of the improvement: �`7)-✓t ,(��, y' w r . Fee Simple Titleholder(if other than owner): Name:4 Contractor: S.5 r Flo fi i �t . flatus of atilt �otiJ To t Address: (3&`!'� BeAy F!. 3=-4 Telephone No.: l_#FQ1 Fax �— p 9�� 71� 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 or other 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 the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: r Date: ‘/-J/6 Doc#2018137513,OR BK 18417 Page 1969, Before �,,.� s D$ day of FAIMMI C in the County of Duval,State Number Pages:1 Of Florida,has personally appeared o i mt, 1, 5 ' Recorded 06/11/2018 03:17 PM, Notary Public at Large,State of Fori Countyof Duval RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL My commission expires: f 2 ICA 12o2 COUNTY Personally Known: or RECORDING $10.00 Produced Idenlieaiefi tirc tignisprictin Dr i Vfr5 rrj cenS P '"°.,,, State of Florida My Commission Expires 02101/2021 OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: SrlAn " 70 (nr? 14.. Permit # Q 54-18-- 00/67 Project Address: 760 Eonci-c•- 4 A .. 3; 33 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval numbers) 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 roduct approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description 1 Limitation of Use State# Local# I A.EXTERIOR DOORS pn,,lc Cn ,o + FPIlS FL /4I1V_ 1. Swinging WOG. Ertill AP,nf ,F P1 J FL-- 'q i 2. Sliding 3. Sectional 4.Roll up 5.Automatic 6. Other B.WINDOWS 1. Single hung Pd(EL dAkti Sit}{,,ng FPAS FI. 114 2.Horizontal slider V .1 3.Casement f 4.Double hung 5.Fixed _Pcl►� i re b .--Lel—a__ .Pp 1-1-401/ , 6.Awning 7.Pass-through 8.Projected 9.Mullion 10.Wind breaker I11.Dual action 1- 12. Other Category/Subcategory Manufacturer Product Description iLimitation of Use State# Local# C.PANEL WALL 1. Siding Nur r 1c,C Sir��, f/_f3/(?),�- 2. Soffits t 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7.Glass block 8.Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D.ROOFING PRODUCTS 1.Asphalt shingles t� lr ,.4 , ArrWC.rJ,i61 :Sl,��lc -' FL 1b G 74'. I 2.Underlayments roc( I./, rcti 4Ick FL,•g777..2- g7 3.Roofing fasteners 4.Nonstructural metal roof 5.Built-up roofing 6.Modified bitumen 7. Single ply roofing 8.Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13.Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E. SHUTTERS 1. Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2.Truss plates 3. Engineered lumber • 4.Railing 5. Coolers-freezers 6. Concrete admixtures 7.Material 8. Insulation forms 9. Plastics 10.Deck-roof 11. Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight 2.Other Category/Subcategory Manufacturer Product Description fLimitation of Use State# Local# H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) (Signature) Company Name: riratstit Hoimr-S Plof> TNc. s.Je- ,Y,t (-7,4 ,( Mailing Address: /J '/ II abf, Jam', P. 3,�2ry City: thOvttJ'l/t. State: 0, Zip Code: 3,2,2g Telephone Number: ( ) Fax Number: ( ff) Cell Phone Number: ( Goy ) 7/G --IO 4 E-mail Address: C ivtc an/,cow OFFICE UUI'Y • Contract - Detailed Pella Window and Door Showroom of Jacksonville 7818 Philips Hwy Suite 200 Sales Rep Name: Henson, Ronald Sales Rep Phone: 904-570-7496 Jacksonville, FL 32256 Sales Rep Fax: Phone: (904) 731-8033 Fax: (904)731-3656 Sales Rep E-Mall: Hensonrj@pella.com Customer Information Project/Delivery Address Order Information Futuristic Homes of FL,LLC Smyth Residence Quote Name: Smyth Residence 13694 Betty Dr Order Number: 065 JACKSONVILLE,FL 32224-1040 Lot# Quote Number: 10059159 Primary Phone: (904)710.4806 Order Type: Non-Installed Sales Mobile Phone: County: Wall Depth: Fax Number: Owner Name: Payment Terms: Deposit/C.O.D. E-Mail: Tax Code: FLSTATE1 Contact Name: Owner Phone: Cust Delivery Date: None Quoted Date: 4/18/2018 Great Plains#: 1002947248 Contracted Date: Customer Number: 1007247384 Booked Date: Customer Account: 1002947248 Customer PO#: Customer Notes: 6 9/16"Jamb Unfinished Doors For more information regarding the finishing, maintenance,service and warranty of all Pella®products,visit the Pella®website at www.pella.com Printed on 4/18/2018 Contract-Detailed Page 1 of 10 Customer: Futuristic Homes of FL,LLC Project Name: Smyth Residence Order Number: 065 Quote Number: 10059159 Line# Location: Attributes 10 Master Bedroom Encompass By Pella, Entry Door Inswing, 37.5 X 81.5, 6 9/16" Qty 1 .' 1:3680 Entry Door Frame Size: 37 1/2 X 81 1/2 • � Unit Type: Left Inswing,Standard Sill, No Fire Rating I( \, PK# Panel Style: 1/2 Light 2004 Glass: Tempered Low-E Air Filled Grilles: Grilles Between Glass,3/4"Contour,White,White,Traditional,3,3 Viewed From Exterior Panel Selection: Smooth, Unfinished,Unfinished Frame Selection: Wood,Pine,Composite Threshold,Primed,Wood,Primed Hardware Options: Latch Bore with Deadbolt,2 3/8",Standard Steel,Brasstone Zinc Dichromate,Mill Finish Sill Performance Information: U-Factor 0.22,SHGC 0.08,VLT 0.13,CPD PEL-M-174-02404-00001,Calculated Positive DP Rating 40,Calculated Negative DP Rating 40, FPAS FL14494 Wrapping Information: Without Brickmould, No Exterior Trim,6 9/16",6 9/16", Factory Applied, Pella Recommended Clearance,Perimeter Length=238". Rough Opening: 38-1/4"X 82" Customer Notes: Unifnished Door Line# Location: Attributes 15 Master Bedroom Pella Brand, Double Entry Door Outswing, 75.625 X 81.437, White,4 9/16" Qty 1 1 1:7280 Double Entry Door Frame Size: 75 5/8 X 81 7/16 Unit Type: Inactive/Active Outswing,Standard Sill, No Fire Rating, No Fire Rating f` PK# Dimension Options: No Cut Down _, --- - 2004 General Information: 5 7/8", 1 5/16",4 9/16" ` Panel Style: Full Light Viewed From Exterior Glass: Tempered Low-E Air Filled Grilles: No Grille Panel Selection: Smooth, Unfinished, Unfinished Frame Selection: Clad,Pine,Oak Threshold,No Panel Reinforcement,Standard Enduraclad,White,Wood,White Hardware Options: Latch Bore with Deadbolt,Latch Bore with Deadbolt,2 3/8",2 1/8",No Integrated Sensor, No Handle Set, No Handle Set,Flush Bolts, Satin Nickel,Standard Aluminum,Matte Black, Brown Finish Sill Unit Accessories: No Wrought Iron,No Surface Bolts,No Bang Panel Performance Information: U-Factor 0.29,SHGC 0.17,VLT 0.28,CPD PEL-M-174-02568-00001,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35, FPAS FL14892,Year Rated 08 Wrapping Information: Nail Fin, Factory Applied, No Exterior Trim,6 9/16",7 7/8",Factory Applied, Pella Recommended Clearance,Perimeter Length= 315". Rough Opening: 76-3/8"X 81 -15/1 Customer Notes: Unifnished Doors For more information regarding the finishing, maintenance, service and warranty of all Pella®products, visit the Pella®website at www.pella.com Printed on 4/18/2018 Contract-Detailed Page 2 of 10 Customer: Futuristic Homes of FL, LLC Project Name: Smyth Residence Order Number: 065 Quote Number: 10059159 Line# Location: Attributes 20 Master Bedroom Vinyl Windows I Doors By Pella, 3-Wide Single Hung, 107.5 X 35, White Qty 1 MIII MEI 1: Non-Standard Size Single Hung,Equal 0 0 l0 Frame Size: 35 1/2 X 35 - c PK# General Information: Standard,Vinyl,Nail Fin,2 11/16", 1 1/8", 1 9/16" Exterior Color/Finish: White 2004 Interior Color/Finish: White Glass: Insulated Low-E SunDefenseTM Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: Cam-Action Lock,White,No Limited Opening Hardware Screen: Half Screen Performance Information: U-Factor 0.29,SHGC 0.23,VLT 0.54,CPD PEL-N-107-00057-00001,Performance Class R,PG 35,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35,FPAS FL11206,Year Rated 08,Egress Does not meet typical United States egress,but may comply with local code requirements Grille: No Grille, Vertical Mull 1: FactoryMull, 1/2"Integral Mullion 2: Non-Standard Size Single Hung,Equal Frame Size: 35 1/2 X 35 General Information: Standard,Vinyl,Nail Fin,2 11/16", 1 1/8", 1 9/16" Exterior Color/Finish: White Interior Color/Finish: White Glass: Insulated Low-E SunDefenseTM Low-E Insulating Glass Argon Non High Altitude Hardware Options: Cam-Action Lock,White,No Limited Opening Hardware Screen: Half Screen Performance Information: U-Factor 0.29,SHGC 0.23,VLT 0.54,CPD PEL-N-107-00057-00001,Performance Class R,PG 35,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35,FPAS FL11206,Year Rated 08,Egress Does not meet typical United States egress,but may comply with local code requirements Grille: No Grille, Vertical Mull 2: FactoryMull, 1/2"Integral Mullion 3: Non-Standard Size Single Hung,Equal Frame Size: 35 1/2 X 35 General Information: Standard,Vinyl, Nail Fin,2 11/16", 1 1/8", 1 9/16" Exterior Color/Finish: White Interior Color/Finish: White Glass: Insulated Low-E SunDefenseTM Low-E Insulating Glass Argon Non High Altitude Hardware Options: Cam-Action Lock,White,No Limited Opening Hardware Screen: Half Screen Performance Information: U-Factor 0.29,SHGC 0.23,VLT 0.54,CPD PEL-N-107-00057-00001,Performance Class R, PG 35,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35, FPAS FL11206,Year Rated 08,Egress Does not meet typical United States egress,but may comply with local code requirements Grille: No Grille, Vertical Mull 1: FactoryMull, 1/2"Integral Mullion Wrapping Information: No Exterior Trim,Pella Recommended Clearance, Perimeter Length=285". Rough Opening: 108"X 35.5" Customer Notes: Closest Standard Width,would not come FactoryMulled in the requested width For more information regarding the finishing, maintenance, service and warranty of all Pella®products, visit the Pella®website at www.pella.com Printed on 4/18/2018 Contract-Detailed Page 3 of 10 Customer: Futuristic Homes of FL, LLC Project Name: Smyth Residence Order Number: 065 Quote Number: 10059159 Line# Location: Attributes 25 Morning Kit Encompass By Pella, Entry Door Inswing, 37.5 X 81.5, 6 9/16" Qty 1 1:3680 Entry Door -3 / Frame Size: 37 1/2 X 81 1/2 PK# Unit Type: Right Inswing,Standard Sill,No Fire Rating Panel Style: 1/2 Light 1. ,-; 2004 Glass: Tempered Low-E Air Filled Grilles: Grilles Between Glass,3/4"Contour,White,White,Traditional,3, 3 Viewed From Exterior Panel Selection: Smooth, Unfinished,Unfinished Frame Selection: Wood,Pine,Composite Threshold, Primed,Wood,Primed Hardware Options: Latch Bore with Deadbolt,2 3/8",Standard Steel,Brasstone Zinc Dichromate,Mill Finish Sill Performance Information: U-Factor 0.22,SHGC 0.08,VLT 0.13,CPD PEL-M-174-02404-00001,Calculated Positive DP Rating 40,Calculated Negative DP Rating 40, FPAS FL14494 Wrapping Information: Without Brickmould, No Exterior Trim,6 9/16",6 9/16",Factory Applied, Pella Recommended Clearance,Perimeter Length=238". Rough Opening: 38-1/4"X 82" Customer Notes: Unifnished Door Line# Location: Attributes 30 Living Room Vinyl Windows/ Doors By Pella, Single Hung, 29 X 53,White Qty I _ 2 CI _ 1: Non-Standard SlzeNon-Standard Size Single Hung,Equal Frame Size: 29 X 53 0 PK# General Information: Standard,Vinyl, Nail Fin,2 11/16", 1 1/8", 1 9/16" Exterior Color/Finish: White 2004 Interior Color/Finish: White Glass: Insulated Low-E SunDefenseTM Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: Cam-Action Lock,White,No Limited Opening Hardware Screen: Half Screen Performance Information: U-Factor 0.29,SHGC 0.23,VLT 0.54,CPD PEL-N-107-00057-00001,Performance Class R, PG 35,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35,FPAS FL11206,Year Rated 08,Egress Does not meet typical United States egress,but may comply with local code requirements Grille: No Grille, Wrapping Information: No Exterior Trim,6 9/16",7 11/16", Factory Applied, Pella Recommended Clearance,Perimeter Length=164". Rough Opening: 29-1/2"X 53-1/2" For more information regarding the finishing, maintenance, service and warranty of all Pella®products, visit the Pella®website at www.pella.com Printed on 4/18/2018 Contract-Detailed Page 4 of 10 Customer: Futuristic Homes of FL, LLC Project Name: Smyth Residence Order Number: 065 Quote Number: 10059159 Line# Location: Attributes 35 Living Room Vinyl Windows 1 Doors By Pella, Direct Set Fixed, 59 X 53,White Qty 1 1:Non-Standard SlzeNon-Standard Size Fixed Direct Set Frame Size: 59 X 53 I PK# General information: Standard,Vinyl,Nail Fin,2 11/16", 1 1/8", 1 9/16" Exterior Color/Finish: White 53 2004 interior Color/Finish: White Glass: Insulated Low-E SunDefenseTM Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Performance information: CPD Not Rated,Performance Class CW,PG 40,Calculated Positive DP Rating 40,Calculated Negative DP Rating 40,FPAS FL6694,Year Rated 08 Grille: No Grille, Wrapping information: No Exterior Trim,6 9/16",7 11/16",Factory Applied,Pella Recommended Clearance,Perimeter Length=224",Glazing Pressure= 40. Rough Opening: 59-1/2"X 53-1/2" Line# Location: Attributes 40 Master Bedroom Pella Brand, Double Entry Door Outswing, 75.625 X 81.437,White,4 9/16" Qty 1 1:7280 Double Entry Door Frame Size: 75 5/8 X 81 7/16 Unit Type: Inactive/Active Outswing,Standard Sill,No Fire Rating,No Fire Rating PK# Dimension Options: No Cut Down 5. 5 2004 General Information: 5 7/8", 1 5/16",4 9/16" Panel Style: Full Light Viewed From Exterior Glass: Tempered Low-E Air Filled Grilles: No Grille Panel Selection: Smooth,Unfinished,Unfinished Frame Selection: Clad,Pine,Oak Threshold,No Panel Reinforcement,Standard Enduraclad,White,Wood,White Hardware Options: Latch Bore with Deadbolt,Latch Bore with Deadbolt,2 3/8",2 1/8",No Integrated Sensor,No Handle Set,No Handle Set,Flush Bolts, Satin Nickel,Standard Aluminum,Matte Black,Brown Finish Sill Unit Accessories: No Wrought Iron,No Surface Bolts,No Bang Panel Performance Information: U-Factor 0.29,SHGC 0.17,VLT 0.28,CPD PEL-M-174-02568-00001,Calculated Positive DP Rating 35,Calculated Negative DP Rating 35,FPAS FL14892,Year Rated 08 Wrapping Information: Nail Fin,Factory Applied,No Exterior Trim,6 9/16",7 7/8",Factory Applied,Pella Recommended Clearance,Perimeter Length= 315". Rough Opening: 76-3/8"X 81 -15/1 Customer Notes: Unifnished Doors For more information regarding the finishing,maintenance,service and warranty of all Pella®products,visit the Pella®website at www.pella.com Printed on 4/18/2018 Contract-Detailed Page 5 of 10 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). ❑ Energy Performance Level(EPL) Display Card(one page) ❑ HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 ❑ Mandatory Requirements (five pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) EnergyGauge®-USRCSB v6.0 6/4/2018 1:50:35 PM Page 1 of 1 ' FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Smyth Addition Builder Name: Street: 760 Bonita Rd Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS County:: Duval(Florida Climate Zone 2) 1. New construction or existing Addition 9. Wall Types (786.4 sqft.) Insulation Area Z. Single family or multiple family Single-family a. Frame-Wood.Exterior R=11.0 786.40 ft' b.N/A R= ft' 3. Number of units,if multiple family 1 c.N/A R= ft' 4. Number of Bedrooms(Bedrms In Addition) 1(1) d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (800.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 800.00 ft2 6. Conditioned floor area above grade(ft') 800 b.N/A R= ft2 Conditioned floor area below grade(ft') 0 c. N/A R= ft z 11. Ducts R ft' 7. Windows(121.8 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Addition 6 104 a. U-Factor: Dbl,U=0.29 69.65 ft' SHGC: SHGC=0.23 b. U-Factor: Dbl. U=0.29 40.20 ft' 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.17 a.Central Unit 17.6 SEER:14.00 c. U-Factor: Dbl.U=0.22 12.00 ft2 SHGC: SHGC=0.08 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 18.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.195 14. Hot water systems -Supplemental for addition a.Electric Cap: 30 gallons 8. Floor Types (800.0 sqft.) Insulation Area EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 800.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 22.24 Glass/Floor Area: 0.152 PASS Total Baseline Loads: 22.76 4 I hereby certify that the plans and specifications covered by Review of the plans and -'"O4�HE STq •\.. this calculation are in compliance with the Florida Energy specifications covered by this 1, , '; = p Code. calculation indicates compliance if." „:1,::, �:n . Ryan B. Ellis with the Florida Energy Code. I F. , t-,.;; ,.;;, p _....Alis,..,PREPARED BY: _ __ Before construction is completed - - 7= DATE: ___ _614118 this building will be inspected for ,_.t_.. sem; . compliance with Section 553.908 • '„ _ I hereby certify that this building. as designed, is in compliance Florida Statutes. ' with the Florida Energy Code. �' Cpp '.. / ' .r OWNER/AGENT: __ ___ _ _ BUILDING OFFICIAL: •.. ..•• DATE: - DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 6/4/2018 1:50 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM 8405-2017 PROJECT Title: Smyth Addition Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 800 Lot# Owner Name: Total Stories: 1 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 760 Bonita Rd Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: Addition Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,MAYPORT_NS FL MAYPORT NS 39 90 70 75 1037 61 Medium BLOCKS Number Name Area Volume 1 Blockl 800 6400 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Addition 800 6400 Yes 2 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulation Addition 98.3 ft 0 800 ft' — 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 824 ft2 100 ft2 Medium 0.6 No 0.3 No 0 14 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 800 ft' N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Addition 30 Blown 800 ft' 0.11 Wood 6/4/2018 1:50 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below # Omt To Wall Type--_- _ Space R-value ___Ft In Ft In _Area R-Valim Fraction Al sor Grade% 1 N Exterior Frame-Wood Addition 11 12.6 8 100.8 ft2 0.05 0.170000 0 _ 2 NW Exterior Frame-Wood Addition 11 3.2 8 25.6 ft2 0.05 0.170000 0 3 NE Exterior Frame-Wood Addition 11 3.2 8 25.6 ft2 0.05 0.170000 0 _ 4 E Exterior Frame-Wood Addition 11 42.7 8 341.6 ft2 0.05 0.170000 0 _ 5 S Exterior Frame-Wood Addition 11 18.6 8 148.8 ft2 0.05 0.170000 0 6 W Exterior Frame-Wood Addition 11 18 8 144.0 ft2 0.05 0.170000 0 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 NW 2 Vinyl Low-E Double Yes 0.29 0.23 N 10.6 ft2 2 ft 0 in 1 ft 0 in None None 2 N 1 Vinyl Low-E Double Yes 0.29 0.23 N 21.6 ft2 2 ft 0 in 1 ft 0 in None None 3 NE 3 Vinyl Low-E Double Yes 0.29 0.23 N 10.6 ft2 2 ft 0 in 1 ft 0 in None None 4 E 4 Vinyl Low-E Double Yes 0.22 0.08 N 6.0 ft2 2 ft 0 in 5 ft 0 in None None 5 E 4 Vinyl Low-E Double Yes 0.29 0.23 N 27.0 ft2 2 ft 0 in 5 ft 0 in None None 6 S 5 Vinyl Low-E Double Yes 0.29 0.17 N 40.2 ft2 2 ft 0 in 1 ft 0 in None None 7 W 6 Vinyl Low-E Double Yes 0.22 0.08 N 6.0 ft2 2 ft 0 in 5 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000356 746.7 40.99 77.09 .274 7 HEATING SYSTEM # System Type Subtype _ Efficiency Capacity _ ____ Block Ducts 1 Electric Heat Pump/Supplemen None HSPF:8.2 18 kBtu/hr 1 sys#1 COOLING SYSTEM V # System Type Subtype _ Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/Supplemental for a None SEER: 14 17.6 kBtu/hr 528 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Addition 0.92 30 gal 40 gal 120 deg None 6/4/2018 1:50 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM 8405-2017 SOLAR HOT WATER SYSTEM V''' FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF ------------- None None ftz DUCTS / —Supply— -- Air Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 104 ft2 Attic 40 ft2 Default Leakage Addition (Default)c(Default)c 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb - Mar Apr May X Jun X Jul X Aug X Sep Oct Nov Dec Heating X Jan X Feb X Mar Apr May Jun Jul Aug Sep Oct Nov Xi Dec Venting Jan Feb X Mar X Apr May Jun ' Jul j jAug Sep XX Oct �X�Nov j Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 6688 6688 68 68 68 68 8 688 68 68 68 68 66 686 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 8 68 68 68 66 66 6/4/2018 1:50 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM'R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 760 Bonita Rd, Atlantic Beach, FL, 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=11.0 786.40 ft2 b.N/A R= ft2 3. Number of units.if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 1(1) d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 800.00 ft2 6. Conditioned floor area(ft2) 800 b. N/A R= ft2 7. Windows** Description Area c. N/A R= ft2 11.Ducts R ft2 a. U-Factor: Dbl, U=0.29 69.65 ft2 a.Sup:Attic.Ret:Attic.AH:Addition 6 104 SHGC: SHGC=0.23 b. U-Factor: Dbl, U=0.29 40.20 ft2 SHGC: SHGC=0.17 12.Cooling systems kBtu/hr Efficiency c. U-Factor: Dbl, U=0.22 12.00 ft2 a.Central Unit 17.6 SEER:14.00 SHGC: SHGC=0.08 d. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 18.0 HSPF:8.20 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.195 8. Floor Types Insulation Area 14. Hot water systems -Supplemental for addition 2 a. Electric Cap:30 gallons a.Slab-On-Grade Edge Insulation R=0.0 800.00 ft EF:0.92 b. N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) '-NP n 60 in this home before final inspection. Otherwise, a new EPL Display Card will be completed .14,,i,''-, �, based on installed Code compliant features. ? r,�;;, ..,..1i2,...-,„.02-` �0'; Builder Signature: Date: o w o a t Address of New Home: •;.r ,- City/FL Zip: .�, �:.: OD WE•�3, .. *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/4/2018 1:50 PM EnergyGauge0 USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 760 Bonita Rd Permit Number: Atlantic Beach FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level(EPL)display card(Mandatoryjhe building official shall require that an energy performance level(EPL)display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law(Section 553.9085. Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal 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 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2.and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7), Florida Statutes.or individuals licensed as set forth in Section 489.105(3)(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 closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors,if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems,if installed at the time of the test, shall be turned off. 6. Supply and return registers,if installed at the time of the test,shall be fully open. R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagaNindows,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. 6/4/2018 1:50 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 1 of 5 • MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel-burning appliances.In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully 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 appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 L/s)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. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that, except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing(Mandatory) All ducts.air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section 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(3)(f),(g)or(i),Florida Statutes,to be''substantially leak free'in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufac handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)or below 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(Mandatoryfjleated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.Automatic controls,temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited.Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 6/4/2018 1:50 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017)Compliant Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C) R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation.Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors,and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Flonda Building Code.Residential,or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,crawlspaces. attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom.utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 6/4/2018 1:50 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7.or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating-test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data.the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the 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—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls(Mandatory)Snow-and ice-melting systems,supplied through energy service to the building.shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is 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.Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. 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 after April 18,2013,when tested in accordance with ANSI Z 21.58. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 6/4/2018 1:50 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 4 of 5 • R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas(Mandatotljf)e energy consumption of electric-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 fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(MandatoryFuel gas lighting systems shall not have continuously burning pilot lights. 6/4/2018 1:50 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 5 of 5 2017'-AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Smyth Addition Builder Name: Street: 760 Bonita Rd Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped g ed ceiling/soffit Ceiling/attic insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls shall The junction of the top plate and the top of exterior walls shall be sealed. be insulated by completely filling the cavity with a Knee walls shall be sealed material having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of insulation. Floor framing cavity insulation shall be installed to (including maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation shall and cantilevered floors) be permitted to be in contact with the top side of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with a Where provided instead of floor insulation.insulation Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall be on exterior wall tubs shall separate them from the showers and tubs. insulated. Electrical/phone box on The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed.concealed fire sprinklers shall only be sealed sprinklers in a manner that is recommended by the manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 6/4/2018 1:50 PM EnergyGauge®USA-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Smyth Addition Builder Name: Street: 760 Bonita Rd Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach. FL, Permit Number: Design Location: FL,MAYPORT_NS Jurisdiction: 261100 Cond. Floor Area:: 800 sq.ft. Cond.Volume: 6400 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50) from HOUSE PRESSURE FLOW: _ FORM R405-2017 : 1 Pa cfm 2 Pa cfm Tested ACH(50) * : 3 Pa cfm *Tested leakage must be less than or equal to the 4 Pa cfm required ACH(50)shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50)is less than 3 the building must have a mechanical ventilation 6 I Pa cfm system. R402.4.1.2 Testing.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 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. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures: 3.Interior doors,if installed at the time of the test,shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. I hereby certify that the above envelope leakage Testing shall be conducted by either �HE STgT" performance results demonstrate compliance individuals as defined in Section /�. '" '.� Fp4•• 553.993(5)or(7), Florida Statutes or I =;s-, `. t with Florida Energy Code requirements in � :�%t accordance with Section R402.4.1.2. individuals licensed as set forth in : ti: :,, ';:, vci Section 489.105 3 f , 1.> approved third party. A written report :. Q a SIGNATURE: of the results of the test shall be signed , . by the third party conducting the test provided to the code official. and `.,CpD`,yF TR.••, PRINTED NAME: BUILDING OFFICIAL: DATE: DATE: 6/4/2018 1:50 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: wrightsoft•' P Date: 5/10/18 Addition By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd Jacksonville, FL 32223 Phone: 904-268-3670 Fax 904-268-3670 Email:eds jax@gmail.com Project Information For: Smyth Addition 760 Bonita Rd,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 13209 Btuh Entering coil DB: 77.5°F Outdoor design WB: 77.4°F Latent gain: 2823 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 16033 Btuh Indoor RH: 50% Estimated airflow: 587 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140181K+ARUF25B14A Actual airflow: 587 cfm Sensible capacity: 13904 Btuh 105% of load Latent capacity: 3696 Btuh 131% of load Total capacity: 17600 Btuh 110% of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 12776 Btuh Entering coil DB: 67.1°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140181K+ARUF25B14A Actual airflow: 587 cfm Output capacity: 18000 Btuh 141% of load Capacity balance: 31 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 587 cfm Output capacity: 10.7 kW 287% of load Temp. rise: 99 °F Meets are all requirements of ACCA Manual S. wrightsoft 2018-Jun-0413:51:1 9 Right-SwteB>Universal 2017 17.0.17 RSU17457 1 Page 1 ...al.11 Smyth Addition,760 Bonita Rd,Atl Bch.rup Calc=MJ8 Front Door faces. N Project Summary Job: ' wrightsoft 1Date: 5110118 Addition By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd.Jacksonville. FL 32223 Phone: 904-268-3670 Fax:904-268-3670 Email:eds.jax@gmail.com Pro-ect Information For: Smyth Addition 760 Bonita Rd,Atlantic Beach, FL Notes: Desi• n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 75 °F Design TD 30 °F Design TD 19 °F Daily range L Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 10005 Btuh Structure 9122 Btuh Ducts 2771 Btuh Ducts 4087 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 12776 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 13209 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1967 Btuh Ducts 857 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft2) 800 800 Equipment latent load 2823 Btuh Volume (ft3) 6400 6400 Air changes/hour 0.80 0.32 Equipment total load 16033 Btuh Equiv.AVF (cfm) 85 34 Req. total capacity at 0.80 SHR 1.4 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL;AMANA DISTI... Trade GOODMAN; JANITROL;AMANA DISTI... Model GSZ140181K Cond GSZ140181K AHRI ref 7995033 Coil ARUF25814A AH RI ref 7995033 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 12320 Btuh Heating output 18000 Btuh © 47°F Latent cooling 5280 Btuh Temperature rise 28 °F Total cooling 17600 Btuh Actual air flow 587 cfm Actual air flow 587 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point = 31 °F Backup: Input = 11 kW, Output = 36627 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 wrightsoft 2018-Jun-0413:51:19 9 Right-Sutte®Universal 2017 17.0 17 RSU17457 Page 1 ACC' ..,al J\Smyth Addition.760 Bonita Rd.Atl Bch.rup Calc=MJ8 Front Door faces: N Sheet 1 WIC /z! 51 cfm Morning 4 " 8, 6 " 6 ' 0 '_,•239 cfm �,,,..... lt,ir . Master Bed i1" 234 cfm ' 73 cfm ''� 23 c s, Living Hall 6" . 4 " -4 " 12 " • 111 68 cfm Dining k1186 cfm a 378 cfm 1 54 cfm M Bath Laundry Job #: Scale: 1 : 88 Performed for: Page 1 Smyth Addit on Right-Suite®Universal 2017 760 Bonita Rd 17.0.17 RSU17457 Atlantic Beach. FL 2018-Jun-04 13:53:00 ...tion, 760 Bonita Rd,All Bch.rup +1+ wrightsoft Duct System Summary Dae: Addition By: Project Information For: Smyth Addition 760 Bonita Rd, Atlantic Beach, FL Heating Cooling External static pressure 0.10 in H2O 0.10 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.10 in H2O 0.10 in H2O Supply/ return available pressure 0.066 / 0.034 in H2O 0.066/ 0.034 in H2O Lowest friction rate 0.067 in/100ft 0.067 in!100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 150 ft Supply Branch Detail Table Design Htg Clg Design Diam I H x W I Duct I Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Dining c 2898 67 68 0.080 6.0 Ox 0 VIFx 13.6 70.0 Laundry h 2226 54 52 0.067 4.0 Ox 0 VIFx 29.7 70.0 Living-A h 9607 234 230 0.070 6.0 Ox 0 VIFx 25.0 70.0 M Bath c 3658 86 86 0.082 4.0 Ox 0 VIFx 11.2 70.0 Master Bed c 10144 238 239 0.082 8.0 Ox 0 VIFx 11.0 70.0 Morning C 3111 71 73 0.081 6.0 Ox 0 VIFx 12.0 70.0 wic c 2174 I 51 51 I 0.087 4.0 Ox 0 VIFx 6.0 70.0 Return Branch Detail Table I Grille Htg I Clg I TEL (Design Veloc Diam H x W I Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 378 377 50.2 0.067 481 12.0 Ox 0 VIFx rb2 Ox 0 422 4231 32.0 I 0.105 539 12.0 Ox 0 I VIFx Bold/italic values have been manually overridden wrightsoft 2018-Jun-04 13 52 541 9 Right-Suite®Universal 2017 17.O.t7 RSU17457 AM ...al 1 al D1Smyth Addition.760 Bonita Rd,Atl Bch.rup Calc=MJ8 Front Door faces' N mom - v Mit Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE CC! MiTek RE: 1456607 - Smyth Residence MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tama,FL 33610-4115 Customer Info: Futuristic Homes of FL Project Name: 1456607 Model: Smyth Residence Lot/Block: Subdivision: Address: 760 Bonita Road City: Atlantic Beach State: FL Name Address and License #of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: N/A psf This package includes 3 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida B rd of Professional Engineers Rules. No. Seal# Truss Name Date NO EXCEPTION TAKEN 1 1 T142847801T01 16/13/18 2 1T14284781 T02 6/13/18 a MAKE CORRECTION NOTED 13 1T14284782 I T03 16/13/18 1 n REVISE AND RESUBMIT D REJECTED Checking is only for general cnnIeffIN tl9A with @t€jgfi owls of the ptoject and gerieral compliance with OW jfltAffl1Attdtl $IVR11 , in the contract docaments, Any *Gfign ffD*Vfl 14 §Nhiggi 19 t4 requirements of the plans and tpeciticaflori§: C itItApl@f t3 it} sponsibie lar: Din,ensiotts wlf11 shall 1w ,tltittiilld AHM &V: rNstld in The job aae; bricat e 1 proms mg 4?fIMliylll .0 crc sarucajoo: Coordination el f+ia apeAAr SAM 411111! 01 8M MY Vs6asart strhesfrtt nay irertc r"ista of Ks 4Vq*. :RUM 4 ASSOCIATES, it /ttat if eL si- !t.* **4 milli/if The truss drawing(s) referenced above have been prepared by MiTek �so� u IN Vii,t, USA, Inc. under my direct supervision based on the parameters %.• , • c ,,' provided by Builders FirstSource-Jacksonville. �.`� '•A/ •EN Sc.•• '.• • Truss Design Engineer's Name: Velez, Joaquin 411h.� o 68182 My license renewal date for the state of Florida is February 28, 2019. = *: V� IMPORTANT NOTE: The seal on these truss component designs is a certification ' ' STATE OF �/� that the engineer named is licensed in the jurisdiction(s)identified and that the ‘..2.,:;13.•O . designs comply with ANSI/TPI 1. These designs are based upon parametersA` p g shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �� F •. 0 R \O,••�\ �• fileen refeoMiTek. Any rence purpose e and was nott specific takenon into account nt infor the I reparation ofcustomers 0'it,'/O N A\- �.�`,` P rP only, preparation these designs. MiTek has not independently verified the applicability of the design iii a i 1 i t t t ts, parameters or the designs for any particular building. Before use,the building designer J quip V.ez PE No.68182 should verify applicability of design parameters and properly incorporate these designs MiTek USA Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Park East Blvd.Tampa FL 33610 D e: June 13,2018 Velez, Joaquin 1 of 1 q Lumber design values are in accordance with ANSI/TPI 1 section 6.3 IIIIII j These truss designs rely on lumber values established by others. MiTek RE: 1456607 - Smyth Residence MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Futuristic Homes of FL Project Name: 1456607 Model: Smyth Resi er{pce FL 33610-4115 Lot/Block: Subdivision: Address: 760 Bonita Road City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: N/A psf This package includes 3 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T14284780 101 6/13/18 12 1114284781 T02 16/13/18 1 13 1114284782 1T03 16/13/18 ttThe truss drawing(s)referenced above have been prepared by MiTek l,,,,+ INat;t�rttt� USA,Inc.under my direct supervision based on the parameters `��"OQ,QO•••• V"4A, , provided by Builders FirstSource-Jacksonville. �s Fi • G E N g • ••• • Truss Design Engineer's Name: Velez, Joaquin No 68182 My license renewal date for the state of Florida is February 28,2019. ' * yt IMPORTANT NOTE:The seal on these truss component designs is a certification �� STATE OF : , that the engineer named is licensed in the jurisdiction(s)identified and that the *.Q , SCI designs comply with ANSI/TPI 1. These designs are based upon parameters "i ,n'•• Q •%�.,Z+ shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �,�� •• O R 1 D• ��`+►� given to MiTek. Any project specific information included is for MiTek's customers �i�s`S'jO........ AL cj % file reference purpose only,and was not taken into account in the preparation of tttt,r �,t ��t� these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Joaquin Velez PE No.68182 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: June 13,2018 Velez,Joaquin 1 of 1 I Job Truss Truss Type Oty Ply Smyth Residence T14284780 1456607 TO1 GABLE 1 1 Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 12 22:05:58 2018 Page 1 I D:2cw?DZCa Hoo?u SyOpOrHjlz6vFq-32i860159LziyT85ukHMbLg Kh VgvN0k4x1 N cTZz6u bd 1-2-0-0 1 21-4-0 1 42-8-0 144-8-0 1 2-0-0 21-4-0 21-4-0 2-0-0 Scale=1:78.8 3.00 12 3x6= 3x6 %12 15 16 17 18 19 20 21 1lsx6 13 14 23 10 24 25 9 26 dt 4 8 3x4 56 7 , 29 30 3z4 2f _ i I I I I I I 1111111111111111111111101160.31 328 34 - 3 Imd 5x8 II 63 62 61 60 59 58 57 56 55 53 52 51 50 49 48 47 46 44 43 42 41 40 39 38 37 36 5x8 II 54 45 3x6 = 3x6 = 3x6 = 3x6 = 1 42-8-0 42-8-0 Plate Offsets(X.Y1- 12:0-48,Edae],[2:0-3-8,Edge],[18:0-3-0,Edge],(34:0-3-8,Edge1.134:0-4-8.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.02 35 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.02 35 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.01 34 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:238 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 42-8-0. (Ib)- Max Horz 2=71(LC 16) Max Uplift All uplift 100 lb or less at joint(s)50,51,52,53,55,56,57,58,59,60,61,62,63,49,48,47, 46,44,43,42,41,40,39,38,37,36 except 2=138(LC 8),34=-144(LC 9) Max Gray All reactions 250 lb or less at joint(s)50,51,52,53,55,56,57,58,59,60,61,62,63,49,48, 47,46,44,43,42,41,40,39,38,37,36 except 2=257(LC 1),34=257(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=20ft;Cat.II;Exp C;Enc., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=5.0psf. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)50,51,52,53,55, 56,57,58,59,60,61,62,63,49,48,47,46,44,43,42,41,40,39,38,37,36 except(jt=lb)2=138,34=144. Joaquin Velez PE No.68162 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 13,2018 � t N A WARNING•Verity cosign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 51114473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-419 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 36610 r [Job Truss Truss Type Qty Ply Smyth Residence T14284781 1456607 T02 COMMON 9 1 Job Reference(optionall Builders FirstSource, Jacksonville,Fl 32244 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 12 22:06:00 2018 Page 1 I D:2cw?DZCaHoo?uSyOpOrHjlz6vFq-ORpuX43 LhzDQBnI U?9JggmldGllxghiNP3sjYSz6ubb -2-0-0 6-1-10 I 10-5-13 1 15-4-0 21-4-0 27-4-0 32-2-3 36-6-6I 42-8-0 ,44-8-0 2-0-0 6-1-10 4-4-4 4-10-3 6-0-0 6-0-0 4-10-3 4-4-4 6-1-10 2-0-0 Scale=1:75.0 3.00 12 5)06 II 7 4x6 G 2x4 II n 2x4 II 4x6 4x8% 6 8 4x8 9 2x4� 4 5 10 2x4 444'44444.4.4 1 2 'illIllIlle"I -� 12 131 1716 18 19 20 21 15 145x12 = 5x12 4x8= 8x10= 8x10 = 4x6= 8-3-12 I 15-4-0 I 21-4-0 I 27-4-0 I 34-4-4 I 42-8-0 8-3-12 7-0-4 6-0-0 6-0-0 7-0-4 8-3-12 Plate Offsets(X,YI- 12:0-6-0.0-2-141.14:0-4-0.Edgel.110:0-4-0,Edge1,112:0-6-0.0.2-14).115:0-4-12.0-4-8),116:0-4-12.0-4-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.53 15-16 >963 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.84 15-16 >607 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.99 Horz(CT) 0.12 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:265 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins. 1-4.10-13:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing. BOT CHORD 2x6 SP M 26°Except 15-16:2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1595/0-3-8,12=1593/0-3-8 Max Horz 2=73(LC 12) Max Uplift 2=-505(LC 8),12=-505(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-5009/3180,3-5=-4770/3015,5-6=-4234/2709,6-7=-4261/2796,7-8=4254/2791, 8-9=4226/2704,9-11=4764/3011,11-12=5003/3176 BOT CHORD 2-17=2984/4809,16-17=2741/4525,15-16=1806/3091,14-15=2757/4519, 12-14=-3001/4803 WEBS 7-15=-822/1321,8-15=348/309,9-15=505/370,11-14=253/249,7-16=828/1331, 6-16=348/309,5-16=505/369,3-17=253/249 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=20ft;Cat.II;Exp C;Enc., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=5.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=505,12=505. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-7=-54,7-13=-54,2-18=10,18-21=-40(F=-30),12-21=10 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: June 13,2018 a a AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 t � Job Truss Truss Type Qty Ply Smyth Residence T14284782 1456607 T03 GABLE 1 1 ► Job Reference(optional) Builders FirstSource, Jacksonville,Fl 32244 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jun 12 22:06:02 2018 Page 1 I D:2cw?DZCaHoo?u SyOpOrHjlz6vFq-ygxfyl4cDaU8Q4St7ZMl IBg0g62 sl g2gsN LgcLz6ubZ -2-0-0 17-11-8 2-0-0 17-11-8 Scale:3/8"=1' 13 14 15 12 P 11 5x6 % 10 9 r 8 7 r r 6 Pi 3.00 125 r r 3x4 4 A 3 r. V rA 0 o e e ® fl a a o ® e e s 7,2,../\//'/ '. �� nr r��7, n7. �. n.nnn \nnnnnnnnnn nAnw/ 3x4 = 4x8 II 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 = 17-11-8 17-11-8 Plate Offsets(X,Y)-- 12:0-3-8,Edge],12.0-6-7,Edoel.19:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.01 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 16 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:102 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 17-11-8. (Ib)- Max Horz 2=169(LC 8) Max Uplift All uplift 100 lb or less at joint(s)16,28,27,26,25,24,22,21,20,19,18,17 except 2=126(LC 8) Max Gray All reactions 250 lb or less at joint(s)16,28,27,26,25,24,22,21,20,19,18,17 except 2=255(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=20ft;Cat.II;Exp C;End., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,28,27,26,25, 24,22,21,20,19,18,17 except(jt=lb)2=126. Joaquin Velez PE No.68162 MiTek USA;Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: June 13,2018 i 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mel-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4" Center plate on joint unless x,y offsets are indicated. [ 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 (Drawings not to scale) Damage or Personal Injury WM' Dimensions are in ft-in-sixteenths. 414, Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer.For 016 4 wide truss spacing,individual lateral braces themselves !((0 may require bracing,or alternative Tor I _ bracing should be considered. 10>a ■_ L\14 3. Never exceed the design loading shown and never Ii astack materials on inadequately braced trusses. p 4. Provide copies of this truss design to the building C7-8 C6-7 C5-6 For 4 x 2 orientation,locate designer,erection supervisor,property owner and plates 0- 'h9' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1 352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that , Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. II Indicates location where bearings 16.Do not cut or atter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek8 All Rights Reserved approval of an engineer. *IMO reaction section indicates joint 17.Install and load vertically where bearings occur. unless indicated otherwise. Min size shown is for crushing only. NM an R. 18.Use of green or treated lumber may pose unacceptable WM4 environmental,health or performance risks.Consult with Industry Standards: ANSI/TPI1: National Design Specification for Metal project engineer before use. 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, it 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015 MiTek• MiTek USA, Inc. 6904 Parke East Blvd. Tampa,FL 33610-4115 May 25, 2018 TO WHOM IT MAY CONCERN: RE: MiTek 20/20 drawings showing continuous lateral bracing or "T" bracing on interior webs and chords. Truss design drawings designed using MiTek 20/20 software show the bracing to be located on a side of the member needing to be braced. The actual side of the member where the brace is to be located does not change the design. If the brace cannot physically be placed on the side of the member as the drawings show, then place the brace on the member at the same location except attach it to the opposite edge. If we can be of any further assistance in this matter, please feel free to contact our office. Sincerely, )21'41 Michael Magid, PE I AUGUST 1, 2016 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY MII-T-BRACE 2 ® =ED MiTek USA,Inc. Page 1 of 1 _oo Note:T-Bracing/I-Bracing to be used when continuous lateral bracing 0o is impractical. T-Brace/I-Brace must cover 90%of web length. aNote:This detail NOT to be used to convert T-Brace/I-Brace MiTek USA,Inc. webs to continuous lateral braced webs. N I • RDNCo A MRek Affiliate Brace Size for One-Ply Truss Nailing Pattern T-Brace size Nail Size Nail Spacing Specified Continuous Rows of Lateral Bracing 2x4 or 2x6 or 2x8 10d (0.131"X 3") 6"o.c. Web Size 1 2 Note: Nail along entire length of T-Brace/I-Brace 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace (On Two-Ply's Nail to Both Plies) 2x6 2x6 T-Brace 2x6 I-Brace 2x8 2x8 T-Brace 2x8 I-Brace Nails Brace Size for Two-Ply Truss k Specified Continuous k Rows of Lateral Bracing / SPACING Web Size 1 2 k .4______-- � 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace k 2x6 2x6 T-Brace 2x6 I-Brace WEB 2x8 2x8 T-Brace 2x8 I-Brace k —k T-Brace/ I-Brace must be same species k and grade(or better)as web member. T-BRACE ;' ,,t'1{IIIc,,,, `�0",,NPS A 144111,13' 1i � ••,`�O •�i 0 E N S�•�Z�'�. Nails Section Detail •• .• . - No 39380 T-Brace = .-- ,__--• _ 11 = -o• ---_ rz Web •��• TAE 1L zr %iF� ORkO ,1/4--• Nails ►. ��'sS;ONM.A, ?•N • Web A I-Brace Thomas A.Albani PE No.39380 PE 5_11 Mrrek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: Nails February 12,2018 t , AUGUST 1, 2016 WEB BRACING RECOMMENDATIONS MII-WEBBRACE 1 II 1 ® MiTek USA,Inc. Page 1 of 1 . =ED MAXIMUM TRUSS WEB FORCE(lbs.)(See note 7) i ooBRACE 00 • 24"O.C. 48"O.C. 72"O.C. ri BAY SIZE BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL TYPE MiTek USA, USA,Inc.InA B C D A I B C D C D ■LEJ tIC 0 10'-0" 1610 1886 ,666 2629 . . A Wok Affiliate 12'-0' 1342 1572 1572 2358 31433143 4715 4715 1 7074 14'-0" 1150 1347 1347 2021 16'-0" 1006 1179 1179 1768 2358 2358 3536 18'-0" 894 1048 1048 1572 3143 4715 20'-0" 805 943 943 1414 • 1886 1886 I 2829 'Bay size shall be measured in between the centers of pairs of diagonals. GENERAL NOTES TYPE BRACING MATERIALS 1.DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF AND/OR CEILING DIAPHRAGM.THE DIAPHRAGM IS TO BE DESIGNED BY A QUALIFIED PROFESSIONAL. 1 X 4 IND.45 SP 2.THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2%OF THE WEB FORCE. A -OR- 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER,AS THE LATERAL BRACE MATERIAL,AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT INTERSECTS WEB MEMBERS 1 X 4#2 SRB(DF,HF,SPF) AT APPROX.45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2-8d (0.131"1¢.5")FOR 1x4 BRACES,2-10d(0.131"x 3")FOR 2x3 and 2x4 BRACES,AND 3-10d(0.131"x31 FOR 2x6 BRACES. 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2-8d(0.131"X2.5')NAILS FOR 1x4 LATERAL BRACES, 2-10d(0.131•x3")NAILS FOR 2x3 and 2x4 LATERAL BRACES,AND 3-10d(0.131X3')FOR 2.43 LATERAL BRACES. B 2 X 3#3,STD,CONST(SPF,DF,HF,OR SP) 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING,CONSULT C 2 X 4#3,STD,CONST(SPF,DF,HF,OR SP) DSB-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND BCSI 1 GUIDE TO GOOD PRACTICE FOR HANDUNG,INSTALLING 8 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES,JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE. www.sbcindusEy.com and www.q>inst.org D 2 X 6 43 OR BETTER(SPF,DF,HF,OR SP) 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE. 8. TABULATED VALUES ARE BASED ON A DOL=1.15 FOR STABILIZERS: FOR A SPACING OF 24"O.C.ONLY,MITEK"STABILIZER"TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A,B,C AND D BRACING MATERIAL DIAGONAL BRACING FOR STABIUZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE.WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS,STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING.SEE"STABILIZER" TRUSS BRACING INSTALLATION GUIDE AND PRODUCT SPECIFICATION. DIAGONAL BRACE , 4r- ,..„... ;'� `/�I ` CONTINUOUS LATERAL RESTRAINT .414 `4'I 2-10d NAILS •� , (SEE NOTE 4) ```,`111111 I II/II,I 4 -14‘k411* 1 APs A. q�e,,�� . I •\/� 1I` t ,',,, :�,� . \-, •NSF *• '! , /41/ No 39380 101--.....„.................. tillip./4‘................ — • TRUSS WEB ::3-1°."16;:,4719,,•/4-#:°N-A-11‘.71-c-1,\:',.:(-;4/14:1 ��'SS��N A��`, MEMBERS !1111 Thomas A.Albani PE No.39380 This information is provided as a recommendation to assist in the MiTek USA,Inc.FL Cert 6634 requirement for permanent bracing of the individual truss web 6904 Parke East Blvd.Tampa FL 33610 members.Additional bracing may still be required for the stability Date: of the overall roof system.The method shown here is just one February 12,2018 method that can be used to provide stability against web buckling. ., , AUGUST 1, 2016 SCAB-BRACE DETAIL MII-SCAB-BRACE • 1 it 1 ® MiTek USA,Inc. Page 1 of 1 =OD I -100'oo Note:Scab-Bracing to be used when continuous - a lateral bracing at midpoint (or T-Brace) is impractical. MiTek USA,Inc. Scab must cover full length of web+1-6". ENGINEERED BY REI)1IIC ***THIS DETAIL IS NOT APLICABLE WHEN BRACING IS '" REQUIRED AT 1/3 POINTS OR I-BRACE IS SPECIFIED. APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (0.131"X 3") NAILS SPACED 6"O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES(OR BETTER)AS THE WEB. 11,... ,k MAXIMUM WEB AXIAL FORCE = 2500 lbs MAXIMUM WEB LENGTH = 12'-0" SCAB BRACE 2x4 MINIMUM WEB SIZE MINIMUM WEB GRADE OF#3 1 1 ,, ``!!1 !1/IIJI�I it \ % 1 • . sZ`...''GEN Se'M No 39380 y NailsSection Detail -p'. _ -~'""'" / *.s.,----6— --6— f • 111: ®F— Scab Brace �•`, *. ,�� Web /•1,�'S 0 N A`�`Js�•,` Thomas A.Albani PE No.39380 MiTek USA,Inc.R.Cert 6634 Scab-Brace must be same species grade(or better) as web member. 6904 Parke East Blvd.Tampa Ft 33610 Date: February 12,2018 iAUGUST 1, 2016 STANDARD REPAIR TO REMOVE END MII-REPO5 VERTICAL (RIBBON NOTCH VERTICAL) i I II I ® MiTek USA,Inc. Page 1 of 1 =OD 1.THIS ISA SPECIFIC REPAIR DETAIL TO BE USED ONLY FOR ITS ORIGINAL oo INTENTION.THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION c=== OF THE TRUSS IS UNDAMAGED.THE ENTIRE TRUSS SHALL BE INSPECTED TO DVERIFY THAT NO FURTHER REPAIRS ARE REQUIRED.WHEN THE REQUIRED u REPAIRS ARE PROPERLY APPLIED,THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. MiTek USA, Inc. 2.ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE rr1 ENGINE R D BY rAPPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. RDII IC 3.THE END SUCH AS TTO AVOID SPLITTING OF THE WOOD.ISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE AMIT*Affiliate 4.LUMBER MUST BE CUT CLEANLY AND ACCURATELY AND THE REMAINING WOOD MUST BE UNDAMAGED. 5.THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 4X_ORIENTATION ONLY. 6.CONNECTOR PLATES MUST BE FULLY IMBEDDED AND UNDISTURBED. 500#MAXIMUM WALL 500#MAXIMUM WALL LOAD FROM ABOVE LOAD FROM ABOVE V \i7 I TRUSSES BUILT REFER TO INDIVIDUAL WITH 4x2 MEMBERS TRUSS DESIGN FOR PLATE SIZES AND 10-MI LUMBER GRADES �. I■ ■\ NI = := DO NOT OVERCUT ■ DO NOT OVERCUT I i NM ■ i _I•M 111-7M1 1- 1 1/2" 1 1/2" 40004i MAXIMUM WALL 40004 MAXIMUM WALL LOAD FROM ABOVE LOAD FROM ABOVE I REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES ANDI TRUSSES BUILT LUMBER GRADES WITH 4x2 MEMBERS ►1 ►� �1 Maillb `,,`ttti S t!4triiis,�i NIE! �• OoP q� �, ►� --�� DO NOT OVERCUT e r / No 39380 // DO NOT OVERCUT d./., *. "- Li %I►I �/I� TA E '1 . 0, <N' •� 0R `O, �: 11/2° 11/2" ��itSS/ONA1-��N ATTACH 2x4 SQUASH BLOCK(CUT TO FIT TIGHTLY) 1/4)/ NM- TO BOTH SIDES OF THE TRUSS AS SHOWN WITH Thomas A.Albanl PE No.39380 10d(0.131"X 3") NAILS SPACED 3"O.C. MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa R.33610 Date: February 12,2018 AUGUST 1, 2016 Standard Gable End Detail MII-GE130-D-SP r i I0 ® MiTek USA,Inc. Page 1 of 2 IE=D J Typical_x4 L-Brace Nailed To 0 2x_Verticals W/10d Nails spaced 6"o.c. Vertical Stud Vertical Stud DIAGONAL . - (4)-16d Nails I ` BRACE MiTek USA Inc. ,1/ ` �rENGINEER. _�, 16d Nails a �(r ` £ R xNlC 0 SECTION B-B 1# Spaced 6"o.c. A OATa Affiliate /---IIIA-mesill (2)-10d Nails into 2x6 MIW4 2x6 Stud or DIAGONAL. M MAX �BRACE TRUSS GEOMETRY AND CONDITIONS • . 2x4 No.2 of better 4'-0"O.C. � SHOWN ARE FOR ILLUSTRATION ONLY. \ Typical Horizontal Brace Nailed To 2x_Verticals SECTION A A w/(4)-10d Nails 2x4 Stud ll: 12 A 111111666QVaries to Common Truss PROVIDE 2x4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH(2)-10d NAILS AT EACH END. iAW, illi iiii{wr !Z%iiiiA: I SEE INDIVIDUAL MITEK ENGINEERING ATTACH DIAGONAL BRACE TO BLOCKING WITH DRAWINGS FOR DESIGN CRITERIA (5)-10d NAILS. Ail � il_ 3x4= SHEATHINGTO2x4 STDSPFBLOCK PLYWOOp -.•ten �1 �� /////////////////////. * -Diagonal BracingRoof Sheathing 9 ** -L-Bracing Refer Refer to Section A-A to Section B-B NOTE: .24"Max r 7=MMP :VJ%11MCV 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND Max. (2)-1-D �♦♦ WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. NAIL/ lc, (2)-10d NAILS 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. / 41* ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT / ♦♦ BRACING OF ROOF SYSTEM. 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRB 0 I-- ♦♦♦ OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. ♦♦ /Trus$-s @ 24" O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-0"O.C. 'p♦ / 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. x6 DIAGONAL BRACE SPACED 48"O.C. ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. Dlag. Brace V ATTACHED TO VERTICAL WITH(4)-16d (REFER TO SECTION A-A) at 1/3 point NAILS AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. if needed •-_; TO BLOCKING WITH(5)-10d NAILS. 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. HORIZONTAL BRACE 10.SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE End Wall g. 06-01-13 BY SPIB/ALSC. (SEE SECTION A-A) 11.NAILS DESIGNATED 10d ARE(0.131"X 3")AND NAILS DESIGNATED 16d ARE(0.131"X 3.5") 2 DIAGONAL Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS ,`,`��5�Atf��ft�I Species �o p�P 4, i�� and Grade Maximum Stud Length 2x4 SP No.3/Stud 12"O.C. 3-9-13 4-1-1 5-9-6 7-1-3 11-5-7 4 ,`�'**N'\G E N S F �2,GENS..".-74/.. 2x4 SP No.3/Stud 16"O.C. 3-5-4 3-6-8 5-0-2 6-10-8 10-3-13 s . ♦ No 39380 2x4 SP No.3/Stud 24"O.C. 2-9-11 2-10-11 4-1-1 5-7-6 8-5-1 _ * •�__-,� Diagonal braces over 6'-3"require a 2x4 T-Brace attached to :.- z. one edge. Diagonal braces over 12'-6"require 2x4 I-braces ' _ E � attached to both edges. Fasten T and I braces to narrow edge .'`- " - �•_ � of diagonal brace with 10d nails 8"o.c.,with 3"minimum " Q . •� end distance. Brace must cover 90%of diagonal length. �i�"• R � MAX MEAN ROOF HEIGHT=30 FEET �''ss�0 N Al-� �`�` CATEGORY II BUILDING Thomas A.Alban)PE No.39380 EXPOSURE D MiTek USA,Inc.FL Cert 6634 ASCE 7-98,ASCE 7-02,ASCE 7-05 130 MPH 6904 Parke East Blvd.Tampa FL 33610 ASCE 7-10 160 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. Date: February 12,2018 AUGUST 1, 2016 Standard Gable End Detail MII-GE130-SP I IF I ® MiTek USA,Inc. Page 1 of 2 5 //��ODTypical_x4 L-Brace Nailed To L� 2x_Verticals W/10d Nails spaced 6"o.c. Vertical Stud oo u Vertical Stud DIAGONAL �� . (4)-t6d Nails1„,,d7 B ACE MITek USA,Inc. 1�/� ` rm16d Nails Liamma SECTION B-B ,►/ h` Spaced 6”o.c. A INT*AN r. r----1/0- �0> (2)-10d Nails into 2x6 Mir 2x6 Stud or DIAGONAL BRACE .M! 2x4 No.2 of better 4.-0"O.C.MAX TRUSS GEOMETRY AND CONDITIONS , r \ C .\ Typical Horizontal Brace Mt Nailed To 2x_Verticals I SECTION A-A w/(4)-10d Nails 2x4 Stud AlA� 111111lirlh:j Varies to Common Truss PROVIDE 2x4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH(2)-10d NAILS AT EACH END. „,4444 6or i��I/��/.4x, /�/I(%/�/moi; SEE INDIVIDUAL MITEK ENGINEERING ATTACH DIAGONAL BRACE TO BLOCKING WITH DRAWINGS FOR DESIGN CRITERIA (5)-10d NAILS. ii 'Y�y` (4)-8d(0.131"X2.5")NAILS MINIMUM,PLYWOOD � --I. I■� • 3x4= SHEATHING TO 2x4 STD SPF BLOCK r/AimAlr * -Diagonal Bracing ** -L-Bracing Refer Roof Sheathing Refer to Section A-A to Section B-B 24"Max 15 NOTE: �-•��1SIMIng`- 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 1'-3" rw♦- 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND Max. (2)-10fr WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. NAILS iKw• (2)-10d NAILS 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. / r ,r o ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. / ♦♦♦ 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRB _ OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. ' '♦♦♦ /Trus- -s @ 24" o.c. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-0"O.C. / 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A I♦ :_. 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. / DIAGONAL BRACE SPACED 48"O.C. ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. Diag. Brace /ATTACHED TO VERTICAL WITH(4)-16d (REFER TO SECTION A-A) at 1,3 point- NAILS AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS 11240. if needed 0__, TO BLOCKING WITH(5)-10d NAILS. 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR12 TYPE TRUSSES. 10.SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE End Wall HORIZONTAL BRACE 06-01-13 BY SPIB/ALSC. "_ (SEE SECTION A-A) 11.NAILS DESIGNATED 10d ARE(0.131"X 3")AND NAILS DESIGNATED 16d ARE(0.131"X 3.5") Minimum DIAGONAL 2 DIAGONAL Stud Without 1x4 2x4 BRACES AT tti t 1 f tttt Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS ��` A. 441'1,,t Species �� 0 .. • B ii and Grade Maximum Stud Length `�`�.� .•'\c•E N i',.:,..1//,'", 2x4 SPNo.3/Stud : • 12"O.C. 4-0-7 4-5-6 6-3-8 8-0-15 12-1-6 • 2x4 SP No.3/Stud 16"O.C. 3-8-0 3-10-4 5-5-6 7-4-1 11-0-1 N O 3 9 3 8 0 • 2x4 SP No.3/Stud 24"O.C. 3-0-10 3-1-12 4-5-6 6-1-5 9-1-15 = • * - Diagonal braces over 6-3"require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6"require 2x4 I-braces ice" ..46,,e1" r. .t : attached to both edges. Fasten T and I braces to narrow edge i ...� ' -� of diagonal brace with 10d nails 8"o.c.,with 3"minimum .'�� "'• 0 R 1 \ � end distance. Brace must cover 90%of diagonal length. ,i°,,,L) `sS •••••• •• •�, ,,,L�ONA�;00 MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING Thomas A.Albani PE No.39380 EXPOSURE B or C MiTek USA,Inc.FL Cert 6634 ASCE 7-98,ASCE 7-02,ASCE 7-05 130 MPH 6904 Parke East Blvd.Tampa FL 33610 ASCE 7-10 160 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. Date: DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. February 12,2018 JANUARY 6, 2017 Standard Gable End Detail MII-GE140-001 . U =OD MiTek USA,Inc. Page 1 of 2 Typical_x4 L-Brace Nailed To 00 2x_Verticals W/10d Nails spaced 6"o.c. Vertical Stud goo Vertical Stud (4)-16d Nails ` DIAGONAL . , BRACE MiTek USA,Inc. 1A' � �--_// NGINEER _�, 16d Nails hL Spaced 6"O.C. 0 SECTION B-B _- - A Walt Affiliate I, (2)-10d Nails into 2x6 iri 2x6 Stud or DIAGONAL BRACE2x4 No.2 of better 4-0"O.C.MAX TRUSS GEOMETRY AND CONDITIONS •M r. • SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace Nailed To 2x_Verticals SECTION A-A w/(4)-t0d Nails 2x4 Stud12iilI I,� � Varies to Common Truss PROVIDE 2x4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING (��iw��iW��z��i- SEE INDIVIDUAL MITEK ENGINEERING TO TRUSSES WITH(2)-10d NAILS AT EACH END. r .••. . ; ATTACH DIAGONAL BRACE TO BLOCKING WITH DRAWINGS FOR DESIGN CRITERIA (5)-10d NAILS. Ali ��N� (4)-8d(0.131"X 2.5")NAILS MINIMUM,PLYWOOD 3x4= SHEATHING TO 2x4 STD DF/SPF BLOCK eli rim„,„ c %/////////////////////////. * -Diagonal Bracing ** -L-Bracing Refer Roof Sheathing Refer to Section A-A to Section B-B 1.24"Max :i- -lan trlarJ / N1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS.TE: 1 -3 (2)-100' vim Max. b ! im 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND NAILS/ /c. (2)-10d NAILS WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. / ,'� 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT ... BRACING OF ROOF SYSTEM. '- e / 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRB �� /Trus- -s @24" O.C. OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF ,�• / DIAPHRAM AT 4'-0"O.C. _. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL 6 DIAGONAL BRACE SPACED 48"O.C. BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. Diag. Brace /ATTACHED TO VERTICAL WITH(4)-16d ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. at 1/3 polnt NAILS AND ATTACHED (REFER TO SECTION A-A) if needed •--, TO BLOCKING WITH(5)-10d NAILS. 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. End Wall HORIZONTAL BRACE 10.NAILS DESIGNATED 10d ARE(0.131"X 3")AND (SEE SECTION A-A) NAILS DESIGNATED 16d ARE(0.131"X 3.5") I 2 DIAGONAL j Minimum Without 1x4 2x4 DIAGONAL BRACES AT Stud �trurrrr Stud Size Spacing Brace 1L-Brace L-Brace BRACE 1/3 POINTS •��M g A. �� Species .•`p •P A 6 �, and Grade Maximum Stud Length ` ``.j••.•�G E N s•• -9:f,/••i 2x4 DF/SPF Std/Stud 12"O.C. 3-10-1 3-11-7 5-7-2 7-8-2 11-6-4 No 39380 • •l. 2x4 DF/SPF Std/Stud 16"O.C. 3-3-14 3-5-1 4-10-2 6-7-13 9-11-11 ;• * • 2x4 DF/SPF Std/Stud 24"O.C. 2-8-9 2-9-8 3-11-7 5-5-2 8-1-12 STA E --r te * Diagonal braces over 6-3"require a 2x4 T-Brace attached to o - �(4: one edge. Diagonal braces over 12-6"require 2x4 I-braces 0. ' < O R`O•.•• •. ofattached to both w b with 11 Od nails 8"o.c.,with 3"mines. Fasten T and I imums to narrow edge '•'..,SION A,,�?�`, end distance. Brace must cover 90%of diagonal length. Thomas A.Alban'PE No.39380 MfTek USA,Inc.FL Cart 34 MAXIMUM WIND SPEED=140 MPH 6904 Parke East Blvd.Tampa6FL 33610 MAX MEAN ROOF HEIGHT=30 FEET Date: CATEGORY II BUILDING EXPOSURE B or C January 19,2018 ASCE 7-98,ASCE 7-02,ASCE 7-05 STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. AUGUST 1, 2016 ' Standard Gable End Detail MII-GE170-D-SP I L III ® MiTek USA,Inc. Page 1 of 2 TV—` IJ Typical 2x4 L-Brace Nailed To I2x4 Verticals W/10d Nails spaced 6"o.c. Vertical Stud 00 Fn \kiiiii Vertical Stud (4)-160 Nails , ` 2X6 O ORAL BRA NE.2 ` — DIAGONAL BRACEMITek USA,Inc. O` ENGWEER BY -, ` 16d Nails �` L J SECTION B-B E'- Spaced 6"o.c. it A YTek Affiliater-------0*- � DIAGONAL BRACE (2)-10d Nails into 2x6 .ire • 4'-0"O.C.MAX ' •M 2X6 SP OR SPF No.2 TRUSS GEOMETRY AND CONDITIONS �� Typical Horizontal Brace SHOWN ARE FOR ILLUSTRATION ONLY. Nailed To 2x4 Verticals w/(4)-10d Nails SECTION A-A 2X4SPORSPFNo.2 'Ii ihit.:: ., Varies to Common Truss PROVIDE 2x4 BLOCKING BETWEEN THE FIRST ii�i��/I��iiiiiiiiii/ii�ii�i; INDIVIDUAL ENGINEERING TWO TRUSSES AS NOTED. TOENAIL BLOCKING �il A W - d EH E DRAWINGS FOR MITEK DESIGN CRITERIA ATTACHTOTRUSSES DIAGONALITH BRACE(2) lO TONAILS BLOCKINGATAC WITHND. 1SEE (5)-100 NAILS. ilhwi 3x4= (4)-8d(0.131"X 2.5")NAILS MINIMUM,PLYWOOD ilijoiLLI t �1 SHEATHING TO 2x4 STD SPF BLOCK %/////////////////////////. * -Diagonal Bracing ** -L-Bracing Refer � Refer to Section A-A to Section B-B Roof Sheathin. NOTE: 24"Max 1.MINIMUM GRADE WF#2E BOTTIALOM IN THE TOP AND BOTTOM CSO AND IMI �, � 11 ii n � �� 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. Max. (2)-10 / A, ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT NAILS `rte (2)-100 NAILS BRACING OF ROOF SYSTEM. /7 104 0 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF or SP No.3 .� OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF j - 4 �• / DIAPHRAM AT 4'-0"O.C. 0�� /Trus' -s @ 24" O.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 AND A ♦ / 2x4 AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. 0 ATTACH TO VERTICAL GABLE STUDS WITH(4)10d NAILS THROUGH 2x4. Diag. Brace (REFER TO SECTION A-A) at 1/3 points 2x6 DIAGONAL BRACE SPACED 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. 48"O.C.ATTACHED TO VERTICAL WITH 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. if needed \_ (4)-16d NAILS, AND ATTACHED TO 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR 0 BLOCKING WITH(5)-100 NAILS. TYPE TRUSSES. 10.SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-13 BY SPIB/ALSC. 11.NAILS DESIGNATED 10d ARE(0.131"X 3")AND End Wall ,, HORIZONTAL BRACE NAILS DESIGNATED 16d ARE(0.131"X 3.5") (SEE SECTION A-A) DIAGONAL 2 DIAGONAL Minimum Stud Without, 2x4 BRACES AT tudc ea .Spacing Brace I L-Brace BRACE 1/3 POINTS ,``t{tll l// // !l and Grade Maximum Stud Length ,`‘��p,S A. 4, �ii,� 2x4 SP No.3/Stud 12"O.C. 3-9-7 5-8-8 6-11-1 11-4-4 �� ••C,•E N b'4 .0 2x4 SP No.3/Stud 16"O.C. 3-4-12 4-11-15 6-9-8 10-2-3 : ••• \' ••• 2x4 SP No.3/Stud 24"O.C. 2-9-4 4-0-7 5-6-8 8-3-13 No 39380 •••. 2x4 SP No.2 12'O.C. 3-11-13 5-8-8 6-11-1 11-11-7 ••• e-~' > 2x4 SP No.2 16"O.C. 3-7-7 4-11-5 6-11-1 10-10-5 2x4 SP No.2 24"O.C. 3-1-15 4-0-7 6-3-14 9-5-141:4�� i � .: X Diagonal braces over 6-3"require a 2x4 T-Brace attached to .•,,i. -,-.- SA Emm" •4,'. one edge. Diagonal braces over 12'-6"require 2x4 I-braces ire ''` attached to both edges. Fasten T and I braces to narrow edge °i,C( •„ O R 1�• cl\,•- of diagonal brace with 100 nails 6"o.c.,with 3"minimum /i ss/.......•�� •• end distance. Brace must cover 90%of diagonal length. �lll'O NM-'` os T or I braces must be 2x4 SPF No.2 or SP No.2. Thomas A.Albani PE No.39380 MAX MEAN ROOF HEIGHT=30 FEET MiTek USA,Inc.FL Cert 6634 EXPOSURE D 6904 Parke East Blvd.Tampa FL 33610 ASCE 7-10 170 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. Date: DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. February 12,2018 AUGUST 1, 2016 1Standard Gable End Detail MII-GE180-D-SP Y ® 1i' iE? MiTek USA,Inc. Page 1 of 2 Typical 2x4 L-Brace Nailed To I I o0 2x4 Verticals W/10d Nails spaced 6"o.c. Vertical Stud i ,== n Vertical Stud (a)-16d Nails ` 2X6 OR SPF N .2 DIAGONAL BRACE MiTek USA,Inc. O` IT I N 16d Nails i DN)C J SECTION B-B b Spaced 6"o.c. A MIT*Affiliate /---.- ..mob ile.- .11 DIAGONAL BRACE 4'-0"O.C.MAX (2)-10d Nails into 2x6 �� 2X6 SP OR SPF No.2 TRUSS GEOMETRY AND CONDITIONS I •M SHOWN ARE FOR ILLUSTRATION ONLY. J ' Tical Horizontal Brace Nailed To 2x4 Verticals w/(4)-10d Nails SECTION A A 2SP OR SPF No.2 'Ii Varies to Common Truss . 4444 PROVIDE 2x4 BLOCKING BETWEEN THE FIRST %��r-fJ, �i//��iii /��/I%��ii; SEE INDIVIDUAL MITEK ENGINEERING TWO TRUSSES AS NOTED. TOENAIL BLOCKING DRAWINGS FOR DESIGN CRITERIA TO TRUSSES WITH(2)-10d NAILS AT EACH END. Y ATTACH DIAGONAL BRACE TO BLOCKING W ITH • (5)-1 Od NAILS. Adi • ��N� 3x4= (4)-8d(0.131"X 2.5")NAILS MINIMUM,PLYWOOD r/'i"'"///%"i"'%"i// SHEATHING TO 2x4 STD SPF BLOCK * -Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B Roof Sheathing NOTE: 24"Max 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 7.i_rIMI0 ,IPAN150.1";, 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 1'-0" (2)-10 ' ��• 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. Max. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT NAIL/ �0r• (2)-10d NAILS BRACING OF ROOF SYSTEM. / 4�� 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF or SP No.3 / . / OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF I--, DIAPHRAM AT 4'-0"O.C. .� /Trus -s @ 24" O.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 AND A I- . 2x4 AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL .e / BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH(4)10d NAILS THROUGH 2x4. Diag. Brace (REFER TO SECTION A-A) at 1/3 points . / 2x6 DIAGONAL BRACE SPACED 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. if needed / 48"O.C.ATTACHED TO VERTICAL WITH 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. \_ (4)-16d NAILS, AND ATTACHED TO 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR 0 BLOCKING WITH(5)-10d NAILS. TYPE TRUSSES. 10.SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-13 BY SPIB/ALSC. HORIZONTAL BRACE 11.NAILS DESIGNATED 10d ARE(0.131"X 3")AND End Wall NAILS DESIGNATED 16d ARE(0.131"X 3.5") (SEE SECTION A-A) 2 DIAGONAL Minimum Stud Without 2x4 DIAGONAL! BRACES AT Stud Size Spacing Brace L-Brace BRACE 1 1/3 POINTS Species ,,,lIlttllill//,, and Grade Maximum Stud Length ��Q�PS A. q�e�illr 2x4 SP No.3/Stud 12"O.C. 3-7-12 5-4-11 6-2-1 10-11-3 `�`.j` .• l('i 1=N S` �sl �i 2x4 SP No.3/Stud 16"O.C. 3-2-8 4-8-1 6-2-1 9-7-7 \' �•�•• 0 2x4 SPNo.3/Stud 24"O.C. 2-7-7 3-9-12 5-2-13 7-10-4 z No 39380 2x4 SP No.2 12"O.C. 3-10-0 5-4-11 6-2-1 11-6-1 7k 2x4 SP No.2 16"O.C. 3-5-13 4 8 1 6-2-1 10-5-7 *.. "- 2x4 SP No.2 24"O.C. 3-0-8 3-9-12 6-1-1 9-1-9 Y H w * Diagonal braces over 6-3"require a 2x4 T-Brace attached to T E ♦ :`4' s, one edge. Diagonal braces over 12'-6"require 2x4 I-braces `4 -"E"'' ''et; ',„� attached to both edges. Fasten T and I braces to narrow edge .0i0�••• O R 1 C,),.•"(j\��, of diagonal brace with 10d nails 6in o.c.,with Sin minimum �i�s`S�....... •' ••��`�• end distance. Brace must cover 90%of diagonal length. it�lll N Ai t``0 T or I braces must be 2x4 SPF No.2 or SP No.2. MAX MEAN ROOF HEIGHT=30 FEET Thomas A.Albans PE No.39380 EXPOSURE D MiTek USA,Inc.FL Cart 6634 ASCE 7-10 180 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. 6904 Parke East Blvd.Tampa FL 3361D 1 DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. Date: February 12,2018 4. STANDARD PIGGYBACK ` AUGUST 1, 2016 TRUSS CONNECTION DETAIL MII-PIGGY-7-10 fl / ]I II I R MiTek USA,Inc. Page 1 of 1 D MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT=30 FEET 0o MAX TRUSS SPACING=24"O.C. oo CATEGORY II BUILDING J\_.4 -, a EXPOSURE B or C ASCE 7-10 DURATION OF LOAD INCREASE:1.60 MiTek USA,Inc. DETAIL IS NOT APPLICABLE FOR TRUSSES R• N• TRANSFERING DRAG LOADS(SHEAR TRUSSES). i f >If[ 0 ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEER/DESIGNER ARE REQUIRED. A WokAMweca E A-PIGGBACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN WITH(2)(0.131"X 3.51 TOE-NAILED. A B-BASE TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. C-PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24"O.C. UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. CONNECT TO BASE TRUSS WITH(2) (0.131'X 3.5")NAILS EACH. D-2 X_X 4.-0'SCAB,SIZE TO MATCH TOP CHORD OF PIGGYBACK TRUSS,MIN GRADE 82,ATTACHED TO ONE FACE,CENTERE• ■ IL ON INTERSECTION,WITH(2)ROWS OF(0.131"X 3")NAILS @ 4'O.C. an �L-®h� SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IIMMENZZOMMI•MI SEE/air• IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT.IN BOTH •m qi\,/i' DIRECTIONS AND: ' 1.WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR 2.WIND SPEED OF 116 MPH TO 160 MPH WITH A MAXIMUM C PIGGYBACK SPAN OF 12 ft. { E-FOR WIND SPEEDS BETWEEN 126 AND 160 MPH,ATTACH MITEK 3X8 20 GA Nail-On PLATES TO EACH FACE OF TRUSSES AT 72"O.C.W/(4)(0.131'X 1.5")NAILS PER MEMBER.STAGGER NAILS FROM OPPOSING FACES.ENSURE 0.5"EDGE DISTANCE. (MIN.2 PAIRS OF PLATES REQ.REGARDLESS OF SPAN) B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: �� I REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail-On �.LI0\��I\i� I\ PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE `�Ott �\i, TRUSS MITEK DESIGN DRAWING. p��\ SCAB CONNECTION PER ♦,—�110�._ : � �� NOTE D ABOVE \4 V�� '\- NIAI 11170 ,J.= - `I,i11 ?-�,\ r 4%110 ik NW This sheet is provided as a Piggyback connection ��N FOR ALL WIND SPEEDS,ATTACH MITEK 3X6 20 GA NAB-On PLATES TO detail only.Building Designer is responsible for all EACH FACE OF TRUSSES AT 48'O.C.W/(4)(0.131'X 1.5")PER MEMBER. permanent bracing per standard engineering practices or `:.\\ STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5'EDGE DISTANCE. refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. VERTICAL WEB TO FOR LARGE CONCENTRATED LOADS APPLIED 1� 11 t t►t� EXTEND THROUGH .0 I� BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: ♦♦�• PS A, q 7,� OF PIGGYBACK ♦ N"' . 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS ♦ 8_',/.. � MUST MATCH IN SIZE,GRADE,AND MUST LINE UP ♦♦♦ •`?N • C•E•N S•• 2 i�gi AS SHOWN IN DETAIL. ♦ F•"• +� 2) ATTACH 2 x x 4.-0'SCAB TO EACH FACE OF . "• •• + TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131'X 3")NAILS N O 3938Q ......._..:_ SPACED 4'O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH ., • VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) _ .k .— • (MINIMUM 2X4) 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM ' " _ •� CONCENTRATED LOAD OF 4000 LBS(@1.15). REVIEW •i S T c. E rte` • .ice. BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS ..- u ., "-nil�''� z. GREATER THAN 4000 LBS. 'Eti'Z• � Q•` �� / 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, #� • 0 R I t 5) CO PIGGYBACK NTREALOAD THE STSE TRUSS APPLIED DTO HNUMBER OF PLYS OF PIGGYBACK TRUSS TO H BASE TRUSS. ,��le 6'/O N Al-`''0, ,, it Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 STANDARD PIGGYBACK MII-PIGGY-ALT AUGUST 1, 2016 TRUSS CONNECTION DETAIL 7-10 " Page =OD O MiTek USA,Inc. AND 1 of 1 MAXIMUM WIND SPEED REFER= TO NOTES D AND OR E MAX MEAN ROOF HEIGHT=30 FEET MAX TRUSS SPACING=24"O.C. 1== CATEGORY II BUILDING EXPOSURE B or C ASCE 7-10 DURATION OF LOAD INCREASE:1.60 MiTek USA,Inc. DETAIL IS NOT APPLICABLE FOR TRUSSES l.f� ENGNEERED BY TRANSFERING DRAG LOADS(SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING f� RD ENGINEER/DESIGNER ARE REQUIRED. A AWN ANBIeb A-PIGGBACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. E — SHALL BE CONNECTED TO EACH PURLIN WITH(2)0(0.131"X3.5")TOE-NAILED. B-BASE TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. A C-PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24"O.C. UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. CONNECT TO BASE TRUSS WITH(2)(0.131"X 3.5")NAILS EACH. 6'♦ D-2 X_X 4'-0"SCAB,SIZE TO MATCH TOP CHORD OF PIGGYBACK TRUSS,MIN GRADE 4/2,ATTACHED TO ONE FACE,CENTERED ON ' INTERSECTION,WITH(2)ROWS OF(0.131"X 3")NAILS @ 4"O.C. ■ ■ SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING LtANIMINI11111111111111\ •Lssimo !'� IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT.IN BOTH M\�\r 'IiINMilMMM\\jUkc;♦ DIRECTIONS AND: ■•• .I N ' 1.WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR ' 2.WIND SPEED OF 116 MPH TO 160 MPH WITH A MAXIMUM PIGGYBACK SPAN OF 12 ft. C ', E-FOR WIND SPEED IN THE RANGE 126 MPH-160 MPH < ADD 9'x 9'x 1/2'PLYWOOD(or 7/16"OSB)GUSSET EACH SIDE AT 48"O.C.OR LESS.ATTACH WITH 3-6d(0.113"X 2")NAILS INTO EACH CHORD FROM EACH SIDE(TOTAL-12 NAILS) B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: �I�I REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH PLYWOOD ` � 7.1N,1 \I .41I GUSSETS AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE \ \ I` TTRUSS RUSS MIOTEK DESIGN DRAWISPECIFIED SPACING SHOWN ON BASE ` ,,,. .�.- , _ -.- • SCAB CONNECTION PER ��11� '��_�� NOTE D A:OVE // 'll \A \-, -*Fr �/to% '„-, V--Ah-,,..-T.71--le:\ \ /PP— \ N This sheet is provided as a Piggyback connection lit�,�, 7"x7"x 1/2"PLYWOOD(or 7/16"OSB)GUSSET EACH SIDE AT 24"O.C. detail only.Building Designer is responsible for all \\ /\ ATTACH WITH 3-6d(0.113"X 2")NAILS INTO EACH CHORD permanent bracing per standard engineering practices or :.\ FROM EACH SIDE(TOTAL-12 NAILS) refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. VERTICAL WEB TO FOR LARGE CONCENTRATED LOADS APPLIED EXTEND THROUGH o«misii/, BOOF M CHOKD T) VERTICAL CAP RUSS WEBS OF PIGGYNG A VERTICAL WEB:BACK K AND BASE TRUSS ♦♦♦tO�.P..A"448,x•, OF PIGGYBACK MUST MATCH IN SIZE,GRADE,AND MUST LINE UP ♦♦♦♦�`Z`,.•, G E N SF•;9i,„•**.• � AS SHOWN IN DETAIL. 2) ATTACH 2 x_x 4'-0"SCAB TO EACH FACE OF No 39380 r TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131'X 3")NAILS * " SPACED 4"O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH �° VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) --p; -. (MINIMUM 2X4) �C/ 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM ."c ST✓ 40 CONCENTRATED LOAD OF 4000 LBS(@1.15). REVIEW °�-'P �� ■„x BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS ♦ O R �/ 4) FOR PIGGYBACK GREATER THAN 4TRUSSES CARRYING GIRDER LOADS,00 LBS. ,��le,/ON At--�..�♦ NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. �l� A r A A A A�� 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH Thomas A.Mani PE No.39380 THE PIGGYBACK AND THE BASE TRUSS DESIGN. MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 19, 2018 ft AUGUST 1, 2016 STANDARD REPAIR DETAIL FOR BROKEN CHORDS,WEBS � MII_REPO1 Al AND DAMAGED OR MISSING CHORD SPLICE PLATES MiTek USA,Inc. Page 1 of 1 =OD TOTAL NUMBER OF NAILS EACH SIDE MAXIMUM FORCE(lbs)15%LOAD DURATION 0o OF BREAK• X SP DF SPF HF 'oo INCHES D2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 MiTek USA,Inc. 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 ENGIN R •BY _ REIJ C T 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 A"Mk Affiliate 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347 *DIVIDE EQUALLY FRONT AND BACK ATTACH 2x_SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS(CENTER ON BREAK OR SPLICE)WITH 10d(0.131"X 3")NAILS (TWO ROWS FOR 2x4,THREE ROWS FOR 2x6)SPACED 4"O.C.AS SHOWN. STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 0-2-0 O.C. SPACING IN THE MAIN MEMBER. USE A MIN.0-3-0 MEMBER END DISTANCE. THE LENGTH OF THE BREAK(C)SHALL NOT EXCEED 12".(C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED(L)IS CALCULATED AS FOLLOWS: L=(2)X+C 0 'if /VL del/4040 } �� BREAK o •10d NAILS NEAR SIDE +10d NAILS FAR SIDE ‘s°N TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY IIII ►5 X"MIN 6"MIN THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6"FROM ANY INTERIOR JOINT(SEE SKETCH ABOVE) DO NOT USE REPAIR FOR JOINT SPLICES ``11►1111111sii., NOTES: ��%Mp`S A. 'qL ,,,i 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN.THIS REPAIR DOES ♦ 0 e ,� NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED.THE ENTIRE TRUSS : A, ' •• \C ENS•••'9iL�� SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED.WHEN THE REQUIRED : • 1. •• REPAIRS ARE PROPERLY APPLIED,THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. No 39380 : T. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLING REPAIR •• AND HELD IN PLACE DURING APPLICATION OF REPAIR. '` * 3. THE END DISTANCE,EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID 7,-O;iy ; e _= UNUSUAL SPLITTING OF THE WOOD. 5. —ST' E 4. WHEN NAILING THE SCABS,THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. i�4`''-.e' :' 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2x_ORIENTATION ONLY. 0,'� •• 0 R`O•• 0\ � 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. ••ii.S'1ON AL'��,,, ,/1111111"� Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 19,2018 AUGUST 1, 2016 LATERAL TOE-NAIL DETAIL MII-TOENAIL SP =I I ® MiTek USA,Inc. Page 1 of 1 /SOD NOTES: \�J/ 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER 0o AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND I o_o EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. j 2.THE ASHTOE ENDAVOID DISTANCEU ,EDGESPLITTING DISTANCEOF,THE AND WOOD.SPACING OF NAILS SHALL BE SUCH UNUSUAL MiTek USA,Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. L-_ ENGINEERED BY REIIIIC 1 THIS DETAIL APPLICABLE TO THE A Walt Affiliate THREE END DETAILS SHOWN BELOW TOE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) DIAM. SP DF HF SPF SPF-S VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY 0 .131 88.0 80.6 69.9 68.4 59.7 p .135 93.5 85.6 74.2 72.6 63.4 J ;., .162 108.8 99.6 86.4 84.5 73.8 SIDE VIEW ri (2x3) 2 NAILS C9 .128 74.2 67.9 58.9 57.6 50.3 ,- ,�, .131 75.9 69.5 60.3 59.0 51.1 . NEAR SIDE N .148 81.4 74.5 64.6 63.2 52.5 NEAR SIDE L..) FM VALUES SHOWN ARE CAPACITY PER TOE-NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. SIDE VIEW SIDE VIEW EXAMPLE: (2x6) (3)-16d(0.162"X 3.5")NAILS WITH SPF SPECIES BOTTOM CHORD x4)3 NA 4 NAILS 3 NAILS For load duration increase of 1.15: •� NEAR SIDE i NEAR SIDE 3(nails)X 84.5(lb/nail)X 1.15(DOL)=291.5 lb Maximum Capacity `%%ttumors,�� NEAR SIDE l NEAR SIDE �•,,,N 0MPS A. q�B,,�i M NEAR SIDE l NEAR SIDE 4.3.\\X''V\C E N F '•�'i I- I NEAR SIDE •No 39380 0w ',,',SS,ION AIiritili� `'coo • � Thomas A.Alban PE No.39380 MITek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Dabx January 19,2018 ANGLE MAY ANGLE MAY ANGLE MAY VARY FROM VARY FROM 30°TO 60° VARY FROM 30°TO 60° 30°TO 60° 45.00° 45.00° . . 45.00° /J • AUGUST 1, 2016 TRUSSED VALLEY SET DETAIL MII-VALLEY HIGH WIND1 1 II I ® MiTek USA,Inc. Page 1 of 1 =ED GENERAL SPECIFICATIONS 1, , --,11 1.NAIL SIZE 10d(0.131"X 3") 2.WOOD SCREW=3"WS3 USP OR EQUIVALENT DO NOT USE DRYWALL OR DECKING TYPE SCREW MiTek USA,Inc. 3.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND p NGN R BY SECURE PER DETAIL A A D ENC 11 GABLE END,COMMON TRUSS 4.BRACE VALLEY WEBS IN ACCORDANCE WITH THE A UM*Affiliate OR GIRDER TRUSS INDIVIDUAL DESIGN DRAWINGS. / 5.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6.NAILING DONE PER NDS-01 7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C. ii---4----4 7- -i i it 0----t'-- • - I' 1 ,. .I II 1 " II ; II ,fr I, r 1 d BASE TRUSSES VALLEY TRUSS TYPICAL 4 ' VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS P ip OR GIRDER TRUSS mu 1 •F„ • ,:I SEE DETAIL ' Ili lug A BELOW(TYP.) 1 .Aidilli SECURE VALLEY TRUSS W/ONE ROW OF 10d WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH NAILS 6"O.C. WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 \‘ ATTACH 2x4 CONTINUOUS NO.2 SP CATEGORY II BUILDING TO THE ROOF W/TWO USP WS3(1/4"X 3") EXPOSURE C WOOD SCREWS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD=50 PSF MAX SPACING=24"O.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF g ON THE TRUSSES .ot,unIIIII 0::*/� ``.`�%�MpS A. , I..,�i z• it No 39380 __ _..__ r/ *.. „.....--.----.= . /', _,,,.1. n`„ ►:3 —.STA E �• DETAIL A -o ,f,,,.-.--- -.�<Q (NO SHEATHING) F'••4 O R 14•'.C. o N.T.S. �',SS/oN Ar-E?...• SII/IIIII I" Thomas A.Alban'PE No.39380 MRek USA.Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 19,2018 AUGUST 1, 2016 TRUSSED VALLEY SET DETAIL MII-VALLEY HIGH WIND2 • II I OR MiTek USA,Inc. Page 1 of 1 =OD SPECIFICATIONS GENERAL S ECI (CATIONS ,o0 -- 1.NAIL SIZE 10d(0.131"X 3") U 2.WOOD SCREW=4.5"WS45 USP OR EOUILIVANT 3.INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. MiTek USA,Inc. 4.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND GABLE END,COMMON TRUSS L r _HEN w e OR GIRDER TRUSS SECURE TO BASE TRUSSES AS PER DETAIL A REI1[IC T 5.BRACE VALLEY WEBS IN ACCORDANCE WITH THE AAIITek Affiliate INDIVIDUAL DESIGN DRAWINGS. 6.NAILING DONE PER NDS 01 7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C. if--- -- r T r II rt— 7 --ti'-- 'I ii I t II II III i ii i II it ,I II II �� i i � r BASE TRUSSES VALLEY TRUSS TYPICAL VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS P tp OR GIRDER TRUSS \Neigivillil ...I SEE DETAIL A BELOW(TYP.) I ,Adigill6 SECURE VALLEY TRUSS W/ONE ROW OF 10d ........... NAILS 6"O.C. WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 CATEGORY II BUILDING ATTACH 2x4 CONTINUOUS NO.2 SP EXPOSURE C TO THE ROOF W/TWO USP WS45(1/4"X 4.5") WIND TOPDUCHORD TOTALOLOAD INCREASEAD=50PSF:1.60 WOOD SCREWS INTO EACH BASE TRUSS. MAX AIG= LOAD=ANDVALLEY) SPACING=24"O.C.(BASE VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF _ q i/ ON THE TRUSSES ``011111H" `�-I��mPii :`.• se'.•\C E 111 d'•.1../,'• *1 :• No 39380 . 1.5"Max —'O• 1 �-.--' _:kr-r. • mirtiiiiitt- Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 • AUGUST 1, 2016 TRUSSED VALLEY SET DETAIL MII-VALLEY SP I H I ® MiTek USA,Inc. Page 1 of 1 DEEDGENERAL SPECIFICATIONS 1IO 1.NAIL SIZE 1 6d(0.1 31"X 3.5") � - u� 2.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND SECURE PER DETAIL A MiTek USA, Inc. 3.BRACE VALLEY WEBS IN ACCORDANCE WITH THE MIN NGINE R •BY INDIVIDUAL DESIGN DRAWINGS. ° EIIIIC ii GABLE END,COMMON TRUSS 4.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING i OR GIRDER TRUSS EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. A °I""01te / 5.NAILING DONE PER NDS-01 6.VALLEY STUD SPACING NOT TO EXCEED 48"O.C. 7.ALL LUMBER SPECIES TO BE SP. --_i'--_"11 -TI T _y'--- II II 11 I; I; I II 11 11 1 ,I I I II Y . !I N Afr: I r r . II • ;I BASE TRUSSES VALLEY TRUSS TYPICAL VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS P TIT OR GIRDER TRUSS NAIRN! SEE DEL A BELOW TAI(TYP.) 1111 Ill 1111 SECURE VALLEY TRUSS W/ONE ROW OF 16d NAILS 6"O.C. WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 120 MPH WIND DESIGN PER ASCE 7-10 150 MPH 2x4 CONTINUOUS N0.2 SP MAX MEAN ROOF HEIGHT=30 FEET TO THE ROOF W/TWO 16d NAILS ROOF PITCH=MINIMUM 3/12 MAXIMUM 10/12 INTO EACH BASE TRUSS. CATEGORYII BUILDING EXPOSURE SURE C OR B I WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD=60 PSF 1144414414ATTACH MAX SPACING=24"O.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 4.2 PSF ,, ON THE TRUSSES g.* ♦111111111/11 i._ `'♦N`♦MPS A Az�s,,0 : No 39380 DETAIL A " -0 ' "• " ' :. T E,,,O3' C5 (MAXIMUM 1" SHEATHING) �t3x — w� N.T.S. '• <(`• •.< 0Rt9. r..•'� ,''sS/GNAL�.- '11//,11111" Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Btvd.Tampa FL 33610 Date: February 12,2018 TRUSSED VALLEY SET DETAIL MU-VALLEY 'AUGUST 1, 2016 (HIGH WIND VELOCITY) • I JI I ® NOTE:VALLEY STUD SPACING NOT MiTek USA,Inc. Page 1 of 1 =OD TO EXCEED 48"O.C. SPACING , o0 , ,00 MiTek USA,Inc. NGM R Y ❑ A Alin �• , '. 4 t 7 A s` ok 4 1 4 ,, ' ' FOR BEVELED BOTTOM ' I` CHORD,PPLIE CLIP MABE APPLIED TO EITHER FACE 4* A* 1 . l 4` iii 110, CLIP MAY BE APPLIED TO TO THIS TO S FACE UP TO ' A MAXIMUM 6/12 PITCH ATTACH VALLEY TRUSSES TO LOWER TRUSSES WITH USP RT7 OR EQUIVALENT 1001.' MI IM '.III IIIIk WIND DESIGN PER ASCE 7-98,ASCE 7-02, ASCE 7-05 146 MPHill WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING EXPOSURE B or C BOTTOM CHORD WIND DURATION OF LOAD INCREASE : 1.6 MAX TOP CHORD TOTAL LOAD=50 PSF MAX SPACING=24"O.C. (BASE AND VALLEY) `,,N„I I i i i, SUPPORTING TRUSSES DIRECTLY UNDER ••%‘,001\S• A• 144/1• VALLEY TRUSSES MUST BE DESIGNED VA �:,�d` �6 E i'. :..1:4;'':. WITH A MAXIMUM UNBRACED LENGTH OF WM . 2'-10"ON AFFECTED TOP CHORDS. NON-BEVELED No 39380 �,- BOTTOM CHORD • ;- ("la- *_ NOTES: Y � -SHEATHING APPLIED AFTER 7.1.11▪ "‹',--T-41* _E •^ : INSTALLATION OF VALLEY TRUSSES %.cr•••L O R 0�•••• •• 4.' -THIS DETAIL IS NOT APPLICABLE FOR �'°i`SS ........ NAC'.`N SPF-S SPECIES LUMBER. ....�ONA�� `�� CLIP MUST BE APPLIED Thomas AAibaniPENo.39360 TO THIS FACE WHEN MiTek USA.inc.Ft Cert 6634 PITCH EXCEEDS 6/12. 6904 Parke East Blvd.Tampa FL 33610 (MAXIMUM 12/12 PITCH) Date: January 19, 2018 1 AUGUST 1, 2016 I Standard Gable End Detail MII-GE146-001 11 III 1 ® MiTek USA,Inc. Page 1 of 2 =ED Typical_x4 L-Brace Nailed To 2x_Verticals W/10d Nails spaced 6"o.c. Vertical Stud , 1, ii , LAA �I Vertical Stud (4)-16d Nails , ` DIAGONAL IL_Jl . BRACE MiTek USA,Inc. ,w' LO —/j _ 16d Nails M7 D< SECTION B-B LOL Spaced 6"o.c. i **��++ A Wise Arena. —� ra>— (2)-10d Nails into 2x6 ICE 2x6 Stud or DIAGONAL BRACE ."! 2x4 No.2 of better 4'-0"O.C.MAX TRUSS GEOMETRY AND CONDITIONS = _\ • SHOWN ARE FOR ILLUSTRATION ONLY. \ Typical Horizontal Brace Nailed To 2x_Verticals i SECTION A-A 21tud w/(4)-10d Nails Allikiliel Varies to Common Truss PROVIDE 2x4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING Mr 450% 4.1!% /WM/ .00Ziriii43. SEE INDIVIDUAL MITEK ENGINEERING TO TRUSSES WITH(2) 10d NAILS AT EACH END. Al MDRAWINGS FOR DESIGN CRITERIA ATTACH DIAGONAL BRACE TO BLOCKING WITH �y (5)ATT 10d NAILS. X 2.5 : o ,�N� 3x4= SHEATHIINGITO 2x4"STDNAILS SP BLOCK MINIMUM,PLYWOOD SAI///////////////////////. *-Diagonal Bracing ** -L-Bracing Refer Roof Sheathing Refer to Section A-A to Section B-B 24"Max :!-ate:VJ/r/05:' N1. 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 3" U� IIMIIMI •2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS ANDM2X. (2)-13 WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. NAIL/ :. r (2)-10d NAILS 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. / 11 ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT / BRACING OF ROOF SYSTEM. •• 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES: / '• �rUS -s �a 24" O.C. 2x4 No 3/STUD SP OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. �� 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF I,.• / DIAPHRAM AT 4'-0"O.C. 0!, 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL 2x6 DIAGONAL BRACE SPACED 48"O.C. BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. Diag. Brace ATTACHED TO VERTICAL WITH(4)-16d ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. at 1/3 point NAILS AND ATTACHED 7.(GABLE STUD DEFLLECTIREFER TO SECTION ONN MEETS OR EXCEEDS L/240. if needed TO BLOCKING WITH(5)-10d NAILS. 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. End Wall HORIZONTAL BRACE 10.NAILS DESIGNATED 10d ARE(0.131"X 3")AND = (SEE SECTION A-A) NAILS DESIGNATED 16d ARE(0.131"X 3.5") DIAGONAL2 DIAGONAL Minimum Stud Without 2x4BRACES AT BRACE Stud Size Spacing Brace L-Brace 1/3 POINTS Species and Grade Maximum Stud Length , t t t t I t r i r,I�� ' S A. i 2x4 SP No 3/Stud 12"O.C. 3-11-3 6-8-0 7-2-14 11-9-10 ,•`‘,-N- P q e /� 2x4 SP No 3/Stud 16"O.C. 3-6-14 5-9-5 7-1-13 10-8-11 `�'•d.••\,\O E N SF.'9_'1'i 2x4 SP No 3/Stud 24"O.C. 3-1-8 4-8-9 6-2-15 9-4-7 . No 39380 * •• - E Diagonal braces over 6'-3"require a 2x4 T-Brace attached to = • *- one edge. Diagonal braces over 12'-6"require 2x4 I-braces = ,•• attached to both edges. Fasten T and I braces to narrow edge %5':::-.----4... .1041„; T E of web with 10d nails 8"o.c.,with 3"minimum ,,,-.` ' end distance. Brace must cover 90%of diagonal length. '0,,<'.'..4.• O R{0•-*c., %.` MAXIMUM WIND SPEED=146 MPH i�4��"1 N A, �j%�,, MAX MEAN ROOF HEIGHT=30 FEET Thomas A.Alban'PE No.39380 CATEGORY II BUILDING MiTek USA,Inc.FL Cert 6634 EXPOSURE B or C 6904 Parke East Blvd.Tampa FL 33610 ASCE 7-98,ASCE 7-02,ASCE 7-05 STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. Date. DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. January 19,2018 OCTOBER 5, 2016 REPLACE BROKEN OVERHANG MII-REP13B I II I MiTek USA,Inc. Page 1 of 1 =ED TRUSS CRITERIA: LOADING: 40-10-0-10 Jr11 DURATION FACTOR: 1.15 1 SPACING:24"O.C. TOP CHORD:2x4 OR 2x6 MiTek USA,Inc. PITCH:4/12-12/12 !■7 HEEL HEIGHT:STANDARD HEEL UP TO 12" ENERGY HEEL i R � � END BEARING CONDITION A MT*Affiliate NOTES: 1.ATTACH 2x SCAB(MINIMUM NO.2 GRADE SPF, HF,SP, DF)TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d(0.131"X 3")SPACED 6"O.C. 2.THE END DISTANCE, EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3.WHEN NAILING THE SCABS,THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2x_ SCAB .. CONNECTOR PLATES MUST BE FULLY IMBEDDED AND -� UNDISTURBED �r (L) (2.0 x L) 24" MAX 24" MIN r<r��i>tllrrrrrri �0• �GENSF '94/ • \' , • No 39380 . • TAE 4/ IMPORTANT <U This detail to be used only with trusses(spans less than 40')spaced ��" �•., R `p4 '• 24"o.c. maximum and having pitches between 4/12 and 12/12 and i� s N- total top chord Trusses not fittingds not the a criteria should d 50 be examined individually. ff. its;ON ��•`� Thomas A.Albani PE No.39380 REFER TO INDIVIDUAL TRUSS DESIGN MITek USA,Inc.FL Cert 6634 FOR PLATE SIZES AND LUMBER GRADES 6904 Parke East Blvd.Tampa FL 33610 Date: February 12,2018 • • AUGUST 1, 2016 1 LATERAL BRACING RECOMMENDATIONS MII-STRGBCK I II I ® MTek USA,Inc. Page 1 of 1 flLU ._oo LI, TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, MiTek USA, Inc. _N IN ER .BY 2x6"STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET rri i i RENIC 0 ALONG A FLOOR TRUSS. A MITek Affiliate NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE USE METAL FRAMING ATTACH TO VERTICAL SCAB WITH(3)-tOd FACE OF CHORD INTO EDGE OF STRONGBACK WEB WITH(3)-10d (0.131"X 3")NAILS ANCHOR TO ATTACH TO TOP CHORD (0.131"X 3")NAILS (DO NOT USE DRYWALL TYPE SCREWS) / ATTACH TO VERTICAL \ \ WEB WITH(3)-10d \---li . (0.131"X 3")NAILS -N V\I /r q\ j I BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE ATTACH TO CHORD VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND RECOMMENDED WHILE BOTTOM CHORD WITH(2)-10d WITH TWO#12 x 3" NAILING THE STRONGBACK (0.131"X 3")NAILS IN EACH CHORD WOOD SCREWS(.216"DIAM.) U -- ./.;I\,//---e0-4 / \ USE METAL FRAMING ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE ANCHOR TO ATTACH ATTACH TO VERTICAL SCAB WITH(3)-10d FACE OF CHORD INTO EDGE OF TO BOTTOM CHORD WEB WITH(3)-10d (0.131"X 3")NAILS STRONGBACK(DO NOT USE (0.131"X 3")NAILS DRYWALL TYPE SCREWS) 4-0-0 2x6 -4 WALL BLOCKING TRUSS STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHERSI NNNO4PS A. A•de,''% sz .`• •E N .'9 y :•• No 39380 THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, f131 ,--('-'------1' '- DESIGNED BY OTHERS.IF SPLICING IS NECESSARY, USE A 4'-0"LONG �,�;..ez' ' _ • z'u: SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-10d I iv.,�; — -' (0.131"X 3")NAILS EQUALLY SPACED. tee, F• •, 0 A 1 V.• 0\2 . ALTERNATE METHOD OF SPLICING: ,�'i/,`S/ONAk_S"v- . OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH(12)-10d .,/, 111111j/0 (0.131"X 3")NAILS STAGGERED AND EQUALLY SPACED. A.Albani PE No.39380 (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) ThomasMioek AlbaUSA,Inc.i Gert 6904 Parte East Blvd.Tampa FL 33610 Date: February 12,2018 A.,,,,,,, ' R . ,..... ;'`,.....4.:71itus.,,,,;47,..,,,,-;,:;', - • 0 ..,,...; r INSTALLATION Boise Cascade Engineered Wood Products �i � . . . GUIDE TheinformationsoninhesdITEDSt Includes AJS®pertains to use in the UNITED STATES ONLY,Allowable Stress Design.Refer to ,-'' 14011501201190125 the ALLJOIST Specifier Guide Canada , for use in Canada,Limit States Design. and VERSA-LAM® BEAMS wear..,- '4';..F x"{,_ *L%° .areaxx. i « �1,# US V ,,,4i-liF.- product manufactured in L �� St. Jacques, New Brunswick . CANADA P-4T, meell ,..--44.,--,{ 3((3{{ H 4 I , Lifetime Guaranteed Quality and Performance Boise Cascade warrants its BCI® Joist, VERSA-LAM®, and ALLJOIST® products to comply with our specifications, to be free from defects in material and workmanship, and to meet or exceed our performance specifications for the normal and expected life of the structure when correctly stored, installed, and used according to our Installation Guide. := For information about Boise Cascade's engineered wood products, including sales terms and conditions, warranties and disclaimers, visit our website at www.BCewp.com To locate your nearest Boise Cascade Engineered Wood Products distributor, call 1-800-232-0788 Copyright C Boise Cascade Wood Products,L.L.C. 2013 AIG US 08/29/2013 , • ALLJOIST® Product Profiles — AJS® 140 AJS° 150 AJS® 20 AJS® 190 — AJS° 25 MWMgM ( 1 1-71 1 CO ( _ 11 1 ) 1 91/2" 91/2" 91/2" 91/2" 91/2' 3/8rr� 117/8" 3/$r�_� X117/8" 3/8'_". �-117/8" 3/8"—r _117/8" 3/8"y X11/8" 14" 14" 14" 14" 14" 16" 16" 16" 16" 16" 1'/z 2 (...Li 1 1/z"T ""] i 1/2" T r'-1I r _ ' 1 1'/2'_f 1 11/2"1f. ,. 1 I---1 f-----1 I----I 1---{ Il- -I 21/2" 21/2" 21/2" 21/2" 31/2" l 2x3 Flanges I l 2x4 Flanges AJS® 25 AJS° 30 Deeper Depths Deeper Depths 18" 18" 4 7/16"� 20" 7/ls' 20" : w 22" 22" 24" 24" 11/2"i(- ''';-•a + 11/2"1( " ) Information on deeper depth AJS®joists is I-I I-1 available in the ALLJOIST®Commercial Guide 31/2" 31/2" l 2x4 Flanges l WARNING THE FOLLOWING USES ARE NOT ALLOWED SAFETY WARNING DO NOT notch or drill beams without prior DO NOT cut beyond Inside edge of bearing. approval from Boise Cascade EWP Engineering. DO NOT ALLOW WORKERS le' i .,,, '".. s' , ON AJS`'JOISTS UNTIL ALL b I r f HANGERS,AJS*RIM JOISTS, �. RIM BOARDS,AJS°BLOCKING • ° 074.4 4 V'" I''''', �, ' DO NOT PANELS,X.BRACING AND an support joist TEMPORARY 1x4 STRUT ti �5 on web. LINES ARE INSTALLED AS SPECIFIED BELOW. SERIOUS DO NOT cut holes too close to DO NOT nail closer than 1'h"from end of joist. DO NOT cut or notch flange. ACCIDENTS CAN RESULT FROM supports or to each other. DO NOT use =� INSUFFICIENT ATTENTION TO 16d common nails. �- PROPER BRACING DURING % - s� CONSTRUCTION. ACCIDENTS Refer to holeiliti°` See roof and floor location and sizing details,this sheet, CAN BE AVOIDED UNDER v •%` NORMAL CONDITIONS BY chart for size and Use 8d nails or 10d/16d box nails. ¢'F for allowed cutting spacing. s' of flange. FOLLOWING THESE GUIDELINES: V DO NOT walk on joist until proper bracing is DO NOT install tongue of floor sheathing flush with either i' DO NOT hammer on web unless • Build a braced end wall in place. I or 1'/,e"thick BOISE CASCADE°rimboard(tongue OK with removing knockout holes. at the end of the bay, s 1 11/2"and thicker BOISE CASCADE°rimboard). or permanently install DO NOT load joist beyond Asky 1 40 design capacity. T&G Floor Trim tongue the first® eight feet of 1 Sheathing of 1W f AJS®Joists and the first ,\ sheathing course of sheathing. As DO NOT stack e f '�7; regardless hr f an alternate,temporary building materialsist. on I of rimboard P ry unbracetljoists. � sheathing may be nailed i N .. r or 1thickness '/is / i to the first four feet of • N thick BOISE;` _' ue AJS®Joists at the end of I CASCADE°-rimboard flush6 TrimtowfnB rim. DO NOT hammer on flange. the bay. • All hangers,AJS®rim joists,rim boards, • The ends of cantilevers must be temporarily • Failure to install temporary bracing may AJS®blocking panels,and x-bracing must secured by strut lines on both the top and result in sideways buckling or roll-over under be completely installed and properly nailed bottom flanges. light construction loads. as each AJS®Joist is set. • Straighten the AJS®Joists to within'/2 inch • DO NOT stack construction materials • Install temporary 1x4 strut lines at no more of true alignment before attaching strut lines (sheathing,drywall,etc)in the middle of than eight feet on center as additional AJS® and sheathing. AJS®Joist spans,contact Boise Cascade Joists are set. Nail the strut lines to the • Remove the temporary strut lines only as EWP Engineering for proper storage and sheathed area,or braced end wall,and to required to install the permanent sheathing. shoring information. each AJS®Joist with two 8d nails. ALLJOIST® Residential Floor Span Tables About Floor Performance Homeowner's expectations and opinions vary greatly due to the increase the joist depth,limit joist deflections,glue and screw a subjective nature of rating a new floor.Communication with the thicker,tongue-and-groove subfloor,install the joists vertically ultimate end user to determine their expectation is critical. Vibration plumb with level-bearing supports,and install a direct-attached is usually the cause of most complaints. Installing lateral bridging may ceiling to the bottom flanges of the joists. help; however,squeaks may occur if not installed properly.Spacing The floors an tables listed below offer three verydifferent the joists closer together does little to affect the perception of the p floor's performance.The most common methods used to increase performance options,based on performance requirements of the performance and reduce vibration of wood floor systems is to the homeowner. *MINIMUM STIFFNESS ***THREE STAR*** ****FOUR STAR**** CAUTION CAUTION ALLOWED BY CODE* <.. Live Load deflection limited to L/480: The Live Load deflection limited to L1960+: Live Load deflection limited to L/360: Floors common industry and design communityo that meet the minimum building code L/360 standard for residential floor joists,33%stiffer A floor that is 100%stiffer than the three star criteria are structurally sound to carry the than L/360 code minimum. However,floor floor.A premium floor that 100%stiffer than the specified loads;however,there is a much higher performance may still be an issue in certain risk of floor performance issues. This table applications,especially with 91/2"and 117/6" 3-star floor for the discriminating homeowner. should only be used for applications where floor deep joists without a direct-attached ceiling. performance is not a concern. Joist ALLJOIST® 12" 16" 19.2" 1 24" ," 16" 19.2" 24" 12" 16" 19.2" 24" Depth Series o.c. o,c. o.c. i c.c, , c. o.c ac. o.c. o.c. o.c. o.c. o.c. 140 17'-9" 16'-3" 15-4" 13'-11" 13'-11" 12'-8" 11'-11" 11-1" 19'-8" 17'-0" 15'-6" 13'-11" 150 18'-1" 16'-7" 15-8" 14'-7" 14'-2" 12'-11" 12-2" 11-3" 20'2" 18'-3" 16'-8" 14'-11" 9W 20 19'-1" 17'-5" 16'-5" 15'-4" 14'-10" ` 13'-6" 12'-9" 11'-10" 21-1" 19'-3" 18'-2" 16'-4" 190 19'-4" 17'-8" 15-8" 15-6" 15'-1" 13'-9" 12'-11" 12'-0" 21-4" 19'-7" 18'-6" 17'-3" 25 21'-0" 19'-1" 18'-0" 16'-9" 16'-4" 14'-10" 14'-0" 12'-11" 23'-2" 21-1" 19'-3" 17'-2" 140 21'-2" 19'-4" 17'-8" 15'-10" 16'-7" 15'-1" 14'-3" 13'-3" 22'-5" 19'-5" 17'-8" 15'-10" 150 21-7" 19'-8" 18'-7" 17'-0" 16'-10" 15'-4" 14'-6" 13'-5" 23'-10" 20'-10" 19'2" 17'-0" 11%" 20 22'-8" 20'-9" 19'-7" 18'-3" 17-9" 16'-2" 15'-2" 14'-1" 25-1" 22'-10" 20'-10" 18'-8" 190 23'-0" 29'2" 19'-10" 18'-6" 18'-0" 15-4" 15'-5" 14'-4" 25'-5" 23'-3" 21-11" 19'-0" 25 24'-11" 22'-9" 21-5" 18'-3" 19'-6" 17'-8" 16'-8" 15'-5" 27'-7" 24'-0" 21-11" 18'-3" 140 24'-0" 21'-4" 19'-5" 17'-4" 18'-10" 17'-2" 16'-2" 15'-0" 24'-7" 21-4" 19'-5" 17'-4" 150 24'-6" 22'-4" 20'-11" 18'-9" 19'-2" 17'-6" 16'-5" 15'-3" 26'-6" 22'-11" 20'-11" 18'-9" 14" 20 25'-9" 23'-6" 22'-2" 19'-1" 20.-2" 18'-4" 1T-3" 16'-0" 28'-5" 25-1" 22'-11" 19'-1" 190 26'-1" 23'-10" 22'-6" 19'-1" 20'-5" 18'-7" 17'-6" 16'-3" 28'-10" 26'-4" 23'-11" 19'-1" 25 28'-4" 25-10" 22-11" 18'-4" 22'-1" 20'-1" 18'-11" 17'-6" 30'-5" 26'-4" 22-11" 18'-4" 140 25-6" 22'-11" 20'-11" 18'-9" 20'-10" 19'-0" 17'-11" 16'-8" 26'-6" 22'-11" 20'-11" 18'-9" 150 27-1" 24'-7" 22'-5" 19'-3" 21'-3" 19'-4" 18'-3" 16'-11" 28'-5" 24'-7" 22'-5" 19'-3" 16" 20 28'-6" 26'-0" - 24'-2" 19'-3" 22'-4" 20'-4" 19'-1" 17'-9" 31'-3" 27'-0" 24'-2" 19'-3" 190 28'-11" 26'-5" 24'-2" 19'-3" 22'-8" 20'-7" 19'-5" 18'-0" 31-11" 28'-11" 24'-2" 19'-3" 25 31'-4" 27'-10" 23'-2" 18'-6" 24'-6" 22'-3" 20'-11" 18'-6 32'-9" 27'-10" 23'-2" 18'-6" • Table values based on residential floor loads of 40 psf live load and 10 psf dead load(12 psf • Floor tile will increase dead load and may require specific deflection limits,contact Boise dead load for AJS®25 joists). Cascade EWP Engineering for further information. • Table values assume that 23/,1 min.plywood/OSB rated sheathing is glued and nailed to joists. • This table was designed to apply to a broad range of applications. It may be possible to • Table values represent the most restrictive of simple or multiple span applications. exceed the limitations of this table by analyzing a specific application with the BC CALC® • Table values are the maximum allowable clear distance between supports.Analyze multiple sizing software. span joists with BC CALC®sizing software if the length of any span is less than half the length of an adjacent span. Shaded values do not satisfy the requirements of the North Carolina State • Table values assume minimum bearing lengths without web stiffeners for joist depths of 16' Building Code. Refer to the THREE STAR table when spans exceed 20 feet. inches and less. One-Hour Floor/Ceiling Assembly FIRE ASSEMBLY COMPONENTS 1. Min.23/32-inch T&G Wood Structural Panels. A construction adhesive must be 1 applied to the top of the joists prior to placing sheathing. The sheets shall be installed with their long edge perpendicular to the joists with end joists centered 2 _ over the top flange of joists and staggered one joist spacing with adjacent sheets. 2. AJS®Joists at 24"o.c.or less. 3a 3. Two layers'/2'Type C or two layers%"Type X gypsum board SOUND ASSEMBLY COMPONENTS When constructed with resilient channels See the US version of the Boise Cascade Fire Design& • carpet&pad to fire assembly: STC=54 IIC=68 or Installation Guide for specific assembly information and • 3W glass fiber insulation to fire assembly: STC=55 IIC=46 or other fire resistive options or contact your local Boise • Add an additional layer of minimum%'sheathing and STC=61 IIC=50 Cascade representative. 9'h"glass fiber insulation to fire assembly: Installation Guide•08/29/2013 • Floor Framing Additional roof framing details available with BC FRAMER®software NOTE When installing Boise Cascade EWP The illustration below is showing several suggested • AJS®blocking or 2x4"squash"block on each products with treated wood. applications for the Boise Cascade EWP products. side required when supporting a load-bearing use only connectors/fasteners It is not intended to show an actual house under wall above. that are approved for use with mapconstruction. the corresponding wood treatment. NO MIDSPAN BRIDGING IS REQUIRED ,:4 FOR ALUOIST®PRODUCT `� '` �� .• VERSA-LAM®header �`�� or an MS®header. �` �� I 1W knockout holes at FOR INSTALLATION STABILITY, `j� � •., approximately 12"o.c. Temporary strut lines(1x4 min.)8'on N 1 ;1 are pre-punched. center max.Fasten at each joist with ..` /`\ •. 2-8d 2 8d nails minimum. h• ' `'�, \♦. '�� Dimension lumber is // I�� ` .•��' II �� V� not suitable for use A� 0. /� \` as a rim board in / �I��j` �, ALUOIST® '�� A l\� � 0� floor systems. � '��. i'.' ...40. 0. 01' `� • ► AJS®nm joist. i '� ° �, 0°° pSee age Floor Details ` ` dI'W�/,. �� ////� 0 0 ``\\� .4h, j�~ �\ ,'/�// See page 8 for ��a , � /�� " / allowable hole sizes 0 \ • .. ,/� /*�� and location. r BOISE CASC ®Rimboard. \ , ►`� � ' *2 417) See pages 6 and 27 of the \ ,' ►�' VERSA-LAM®LVL beam. ALLJOIST®Specifier Guide. �` -..---0-0110"' ��// \\ oe `!J ii N/,/////. Endwall blocking as required per \- ;`,000, governing building code. For load-bearing cantilever details, ,` `� see page 9. �/ MS®Blocking is required when joists are cantilevered. Web Stiffener Requirements See Web Small Gap: [-Stiffener els Web Stiffener Nailing Schedule w min., Nailing S c art1e Web 2•max. l ' Stiffener r 2•minWidth ' AJS®Series j Joist Depth Nailing 4"maxim_i0 140 iN 150 9W—11W 3-10d �� r-Gap 20 �Nla Ich 190 14"—16" 5-10d 2'min�+ Tight Fit Web Stiffener II� 25 4'maxi required when q concentrated loa.�/' NOTES exceeds i000lbs • Web stiffeners are optional except as noted below. Web stiffeners applied to • Web stiffeners are always required for 18"and deeper AJS®joists at all bearing both sides of the joist web locations. Structural Panel Web Stiffener • Web stiffeners are always required in hangers that do not extend up to support the top flange of the AJS®Joist. Web stiffeners may be required with certain Minimum Thickness l sloped or skewed hangers or to achieve uplift values. Refer to the hanger manufacturer's installation requirements. In No Minimum • Web stiffeners are always required in certain roof applications. See Roof AJS®Series Hanger Hanger Width Framing Details on page 7. • Web stiffeners are always required under concentrated loads that exceed 140/150/20/190 1" 11/2" 2s/1e" 1000 pounds. Install the web stiffeners snug to the top flange in this situation. _ Follow the nailing schedule for intermediate bearings. 25 2x4 lumber(vertical) • Web stiffeners may be used to increase allowable reaction values.See AJS® Design Properties on page 26 of the ASG or the BC CALC®software. Boise Cascade EWP•ALLJOIST Instaliaiion Guide•08/19/2013 • Floor Framing Details 11 Additional floor framing details available with BC FRAMER°software END BEARING DETAILS 10rim joist. �� blockingii ,'''%%44''''',-..,'''''3.>,,.. (� t,.?` Dimension lumber '` `� ��%\ Nail B015° f r is not suitable for ../�.,y ` l \� / �.,/ CASCADE \/ use as rimboard ` f ��` �/� Rimboard to \ with AJS Joists. Al '''.I \ j� \/`, `. AJS°Joists with Dimension lumber is not Blockingmay be required ii \` 4 \8d nail into � suitable for use as rim perpendicular to wall, € '� '' `��\'each flange. board with AIS°Joists. con ult design professional �I 1 s I 2x_ledger. °Use of A15`rimjoist requires 2x6 1 �`. of record and/or local building official wall for minimum joist bearing. I \ • GI) , ♦ g BOISE CASCADE" ® One 8d nail �� • Rimboard\ till Top Flange or Face Mount E 1 each side at Joist Hanger IIIII ( bearing Solid blocki all postsfrom above ' I1IPIJL1a Note:AJS°floor �I `^ was L 4 joist must be l . { i'!z"minimum { to bearing �� I designed to carry off"' 1014%~.-- ' ''''",,,,,,..„„ bearinglength below. .'4 -0111 1If wall above when not i \\\ g ! stacked over wall I\' ttt To limit splitting flange,start nails at least 1W � \ below. I from end.Nails may need to be driven at an Blocking required underneath braced wall VERSA-LAM° (I angle to limit splitting of bearing plate. panels and shear walls,consult design ( professional of record. INTERMEDIATE BEARING DETAILS AlS®Joist Slope Cut Reinforcement Detail below restores original allowable 0 For load bearing wall above Blocking may be required,consult design professional Double gash8bdt>kjtlptimA shear/reaction value to cut end of AJS°joist.AJS• (stacked over wall below). of record and/or local building official _.� i_-. Joist shall not be used as a collar or rafter tension tie. Joist Spacing pal 'f Sin 12 i6 [ 19.2 24 2 x 6 min.rafter Rafter shall f '� t• et supported by ridge beam or - 2s4 4463 3347 2789 2231 c±her upperbearingebeam \ V16"-,- 7 ,....,,,,,, ---------(--1.'-' Load bearing 2x6 7013 5259 4383 3506 'wall above 6 12 " ` i6" lif (stacked over 1. Squash blocks are to be in full contact I ntin mar.. i�, •�� wan below) with upper floor and lower wall plate. ® - AJS" AJS.Joist #:-.,\ ` 'III �. 2. Capacities shown are fora double Heel • • depth blocking. �� I��2z block. PDepth _ - II \\r squash blocks at each joist,SPF see„ '-' hod block with one lOd nail into each flange. or better. table ma 24„ below) g • Backer block Double AJS®Joist 0 2z blocking required at bearing(not shown for clarity). pst (minimum 12" Connection Sheathing or II 3/y min.plywood/OSB rated sheathing as reinforce- wide).Nailwfth rim board '4 ment Install reinforcement with face grain horizontal. Joist 10-lOd nails Filler Block closure Install on both sides of the joist,tight to bottom flange. Hanger :�� (see chart below) AJS \�� r/;gap between reinforcement and bottom of top flange. Ill blocking , ! Apply construction adhesive to contact surfaces and � \. fasten with 3 rows of min.lOd box nails at 6"o.c. ��' •�� required for�. /\ Alternate nailing from each side and clinch. %1II� �A cantilever. �j\" Mi�ymHeelDe to Filler block.Nail Web Filler , \ t ' Nailing 12" { i i� End Wall Roof Pitch with 10.1nails on-center Nailing ? Bearing 6/12. 7/12 8/12 9/12 f(10/12 12/12 Backer block required where top flange Connection valid for all a'lliri' For load bearing cantilever,see pages 9 2x4 4%" 4'h." 4W 4'4" i 41/4" PA" joist hanger load exceeds 250 lbs. ' applications.Contact Boise Cascade and 10.Uplift on backspan shall be 1 Install tight to top flange. j EWP Engineering for specific conditions. considered in all cantilever designs. 2 z6 3%" 3'h6" 2'h"" 21/42°/r " � "" 2v." LATERAL SUPPORT • AJS®Joist to support: WEB STIFFENER REQUIREMENTS • AJS®Joists must be laterally supported at the ends - 2-8d nails,one on each side of the web,placed • See Web Stiffener Requirements on page 4. with hangers,AJS®rim joists,rim boards,AJS® 12 inches minimum from the end of the AJS®Joist blocking panels or x-bracing. MS®blocking panels or to limit splitting. PROTECT AJS®JOISTS FROM THE WEATHER x-bracing are required at cantilever supports. • Sheathing to AJS®joist,rim joist,blocking: • AJS®Joists is intended only for applications that • Blocking may be required at intermediate bearings for - Prescriptive residential floor sheathing nailing requires provide permanent protection from the weather. floor diaphragm per IRC in high seismic areas,consult 8d common nails@ 6"o.c.on edges and @ 12"o.c.in Bundles of product should be covered and stored off local building official. the field IRC Table R602.3(1).Closer nail spacing may of the ground on stickers. MINIMUM BEARING LENGTH FOR AJS5'JOISTS be required per design professional of record. AJS RIM JOISTS AND BLOCKING • 11 inches is required at end supports. 32 inches is - 14 gauge staples may be substituted for 8d nails if required at cantilever and intermediate supports. the staples penetrate at least 1 inch into the joist. Vertical Load • Longer bearing lengths allow higher reaction values. - Wood screws may be acceptable,contact local Transfer Capacity Refer to t®e building code evaluation report or the building official and/or Boise Cascade EWP Joist Depth (plf) BC CALC®software. Engineering for further information. 9'k° 1875 NAILING REQUIREMENTS ® BACKER AND FILLER BLOCK DIMENSIONS AJS®• rim joist,rim board or closure panel to AJS®Joist: 117/." 1680 1 - --- ___-- - Rims or closure panel 1/°inches thick and less: Backer Block 2-8d nails,one each in the top and bottom flange. AJS®Series Thickness : Filler Block Thickness 14" 1500 - AJS®140/150/20/190 rim joist:2-16d box nails, 140 16" 1340 one each in the top and bottom flange. 150 1'k"or two 1/2" 2x +5/a"wood panel ' - AJS®25 rim joist:Toe-nail top flange to rim joist 20 wood panels - p 1)Web stiffeners required at each end of blocking panel. with 2-10d box nails,one each side of flange. 190 Distance between stiffeners must be less than 24". • AJS®rim joist,rim board or MS®blocking panel to 25 2x_lumber Double 2x_lumber support:- • Cut backer and filler blocks to a maximum depth equal 8d nails at 6 inches on center. to the web depth minus'/."to avoid a forced fit. - When used for shear transfer,follow the building designer's specification. • For deeper AJS®Joists,stack 2x lumber or use multiple pieces of'/,"wood panels. Boise Cascade E:L'1P•ALL-JOIST,.installation Guide•08/29/2013 Roof Framing . AJS° Rafters Additional roof framing details available with BC FRAMER®software etThe ridge must be supported by VERSA-LAM®LVL beam or FOR INSTALLATION STABILITY, load-bearing wall. Temporary strut lines-(1x4 min.) III► I�l_ --- 8 ft.on center maximum.Fasten j at each joist with two 8d nails i,/ /riii- Blocking or other lateral minimum. support required at end �! supports. orts. ' / // / ' // When installing Boise Cascade EWP products �' i� / with treated wood,use only connectors/ �� fasteners that are approved for use with the � /' / corresponding wood treatment. Blocking not �1ii� 1 !I / / shown for clarity. /�, '� l . 'j �/ AJS®Rafter Header i ' 1I Multiple AJS5 Rafters may be required. • SAFETY WARNING DO NOT ALLOW WORKERS ON AJS5 JOISTS UNTIL ALL HANGERS,AJS,' SERIOUS ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION TO RIM JOISTS,RIM BOARDS,AJS®BLOCKING PANELS.X-BRACING AND PROPER BRACING DURING CONSTRUCTION. ACCIDENTS CAN BE AVOIDED TEMPORARY 1x4 STRUT LINES ARE INSTALLED AS SPECIFIED BELOW. UNDER NORMAL CONDITIONS BY FOLLOWING THESE GUIDELINES: • Build a braced end wall at the end of the bay,or permanently install • The ends of cantilevers must be temporarily secured by strut lines on the first eight feet of AJS®Joists and the first course of sheathing. As both the top and bottom flanges. an alternate,temporary sheathing may be nailed to the first four feet of • Straighten the AJS®Joist to within'/A inch of true alignment before AJS Joists at the end of the bay. attaching strut lines and sheathing. • All hangers,AJS®rim joists,rim boards, AJS®blocking panels,and • Remove the temporary strut lines only as required to install the x-bracing must be completely installed and properly nailed as each permanent sheathing. AJS®Joist is set. • Install temporary 1x4 strut lines at no more than eight feet on center as • Failure to install temporary bracing may result in sideways buckling or additional AJS®Joists are set. Nail the strut lines to the sheathed area, roll-over under light construction loads. or braced end wall,and to each AJS®Joist with two 8d nails. AJS®'Ceiling Joist with Bevel End Cut(For Limited-Access Attics Only) Joist End Wan AJS*Joist shall not be used as collar/tension tie. Roof rafter shall be Minimum Depth 2 x4 2 x6 supported by ridge beam or other upper bearing support. Heel 9%" 2W 1W Rafter Strut Roof Rafter Depths 11%' 3W 2W Plywood/OSB Sheathing or 14" 41/2" 3%i' ix4 Nailer @ Max.4'-O o.c. , Ceiling Loads: Minimum Heel Depth �` Live Load=10 pp ss Notes: (See table at right) � Dead Load 7 psf 1)Detail is to be used only for ceiling joists with no 12 Wiz_ 2X Blocking access to attic space. Min.6® s®,11,/a",1a^8 1s" Web nikotil `I 2)Ceiling joist hro gh designed to carry all roof load NS series ceilin JoistFillertransferred throw h rafter struts as shown. 2a"o.c Maximumr 3)AJS®ceiling joist end reaction may not exceed 550 pounds. :� —31/2"Minimum Bearing ► 4)Minimum roof slope is 6/12. (2x4 Wall)Each End _ _ 5)Nail roof rafter to AJS®top flange with 1-16d sinker Maximum Span Lengths Without Roof Loads or box nail. 9'.6"AJSn 140,150,20,190,25 19'-s' 6)1x4 nails shall be continuous and nailed to an end 117/e"AJS®140,150,20,190,25 22-0" wall braced to the roof diaphragm. 14"AJSm 140,150,20,190,25 za'-s" 7)Install a 24"long web stiffener on each side of AJSe Joist at beveled ends. Nail roof rafter to AJS® If roof loads transfer to ceiling joists through struts,analyze with BC CALC® Joist per building code requirements for ceiling joist software,not exceeding end reaction limit stated in Note 3(see right). to roof rafter connection. Roof Framing Details Additional roof framing details available with BC FRAMER®software 10d nails— Rimboard/VERSA-LAM®blocking. 2x beveled plate for slope at 6"o.c. 2x4 one side for 135 PLF max. Ventilation"V"cut: greater than /4/12. 2x6 one side for 240 PLF max \ /,of length,'h of depth 40 \,,, \ -,� � Backer block. ��. 'h�\^ Thickness per / � 2x4 \��\ \ corresponding 4, I�� I blocking k7"- / r 7,/ \, AJS series. 2x block for soffit �/ I' i_ 1 AJS®blocking support. ' 2'6"max Simpson VPA or USP TMP connectors or equal can I foHorles ventilation. Flange of AJScut ®Joists may be birdsmouth cu®only at 4'-0"horiz. the low end of the joist. Birdsmouth Cut AJS joist be used in lieu of beveled plate for slopes from must bear fully on plate,web stiffener required each 3/12 to 12/12. 2'-6"horiz. side.Bottom flange shall be fully supported. t i^ ■.i1Ri i l I. \�� Rimboard/VERSA-LAM®blocking. i Backer block of le Ventilation"V"cut (minimum 12"wide). lik 1/3 of length,'/z of depth Joist , Nail with 10-10d nails. Hanger Ir 111111 , Tight /(1111 '`\ Flange of MS® maybe ��I DO NOT bevel-cut j ':'''''''"*"'"i".. \� beyond inside face of wall,except c for lateral�'� birdsmouth cut only at the �iller block.Nail fors specific conditions in details stability. low end of the joist. \. with 10-10d nails shownon pages 6 and 15 of the 'I Birdsmouth cut A15'Joist ALU0IST®Specifier Guide. must bear fully on plate,web Backer block required where top flange 4111 stiffener required each side. joist hanger load exceeds 250 lbs. 2'-0"max`.*1 Install tight to top flange. Simpson or USP LSTA24 strap where slope 0 Simpson or USP LSTA24 AJS®Blocking: exceeds 7/12(straps maybe required for lower LDouble joist may be required strap,nailing per Row on each governing building code. slopes in high-wind areas). Nailing per governing L when L exceeds rafter side of ridge building code. (2.-0" spacing. or alternate. Holes cut for max Blocking as required. 11)4. 11.0,---------• ventilation. VERSA-LAM' ` \�\� Nail outrigger _ LVL support beam.��. ` \_ through A15®web.; �i ERSA-LAM® a' 2"x outrigger //:///. ...,,,., it LVL support 'N,'N‘ / / ; \ notched around AJS® beam. �f/Beveled web stiffener I� top flange.Outrigger Double-beveled plate,connect to ridge / on each side. ano enter with 2 rows 16d nails at 12"o.c. th End Wall. thann 24 24"on-ccenter. Simpson LSSUI or USP TMU hanger. LATERAL SUPPORT • AJS®Joist to support: WEB STIFFENER REQUIREMENTS • AJS®Joists must be laterally supported at the ends - 2-8d nails,one on each side of the web,placed • See Web Stiffener Requirements on page 4. with hangers,AJS®rim joists,rim boards,AJS® 11 inches minimum from the end of the AJS®Joist PROTECT AJS®JOISTS FROM THE WEATHER blocking panels or x-bracing. MS®blocking panels or to limit splitting. x-bracing are required at cantilever supports. • Sheathing to AJS®joist,rim joist,blocking: • AJS''Joists are intended only for applications that • Blocking may be required at intermediate bearings for - Prescriptive residential roof sheathing nailing provide permanent protection from the weather. floor diaphragm per IRC in high seismic areas,consult requires 8d common nails @ 6"o.c.on edges Bundles of AJS®Joists should be covered and stored local building official. ground @ 12"o.c.in the field IRC Table R602.3(1). off of the ground on stickers. Closer nail spacing may be required per design MAXIMUM SLOPE MINIMUM BEARING LENGTH FOR AJS"'JOISTS professional of record. • 11 inches is required at end supports. 31 inches is - 14 gauge staples may be substituted for 8d nails if • Unless otherwise noted,all roof details are valid for required at cantilever and intermediate supports. the staples penetrate at least 1 inch into the joist. slopes of 12 in 12 or less. • Longer bearing lengths allow higher reaction values. - Wood screws may be acceptable,contact local VENTILATION Refer to the building code evaluation report or the building official and/or Boise Cascade EWP • The 11/2 inch,pre-stamped knock-out holes spaced BC CALL®software. Engineering for further information. at 12 inches on center along the AJS®Joist may NAILING REQUIREMENTS BACKER AND FILLER BLOCK DIMENSIONS all be knocked out and used for cross ventilation. Deeper joists than what is structurally needed may • AJS®rim joist,rim board or closure panel to AJS®Joist: ; Backer Block " be advantageous in ventilation design. Consult local AJS®Series! Thickness Filler Block Thickness - Rims or closure panel 11/4 inches thick and less: building official and/or ventilation specialist for 2-8d nails,one each in the top and bottom flange. 140 " 1 ls" specific ventilation requirements. ® 150 1/1e or two 2x +5/8"wood panel - AIS 140/150/20/190 rimjoist:2-16d box nails, 20 wood panels - BIRDSMOUTH CUTS one each in the top and bottom flange. 190 - MS®25 rim joist:Toe-nail top flange to rim joist MS®Joists may be birdsmouth cut only at the low with 2-10d box nails,one each side of flange. 25 2 x_lumber Double 2 x_lumber end support. AJS®Joists with birdsmouth cuts may • AJS®rim rim board or MS®blockingpanel • Cut backer and filler blocks to a maximum depth equal bottomvfar ngto 2 must sit pastyt the low end supportand The joist, bottom flange fully on the and may to support: to the web depth minus 1/4"to avoid a forced fit. not overhang the inside face of the support. High - 8d nails at 6 inches on center. • For deeper MS®Joists,stack 2x lumber or use multiple end supports and intermediate supports may not be - When used for shear transfer,follow the building pieces of Ye wood panels. birdsmouth cut. designer's specification. Boise Cascade EWP•ALLJOlSr installation Guide-08/29/2013 • • AJS® Joist Hole Location & Sizing AJS®Joists are manufactured with 11/2"round perforated knockouts in the web at approximately 12"on center Minimum spacing-2x greatest dimension D of largest hole(knockouts exempt) (. D -I DO NOT -, (see table below) I (see table below) cut or notch +, 1% Yt; 3 flange -h b•r�.'J'+ 3 DO '"-� —A 1'/s"round hole may be � 6� cut in web area No holes(except knockouts) as specified allowed in bearing zones cut anywhere In the web. Do not cut holes --. Provide at least 3"of larger than 11/2" clearance from other holes. round in cantilevers. 1 Minimum distance from support, listed in table below, is required for all holes greater than 11/2" „ • Select a table row based on joist depth and the actual joist span rounded up to the nearest table Round Hole Diameter(in] 2 3 4 5 6 6% 7 8 8% 9 10 11 12 13 span. Scan across the row to the column headed by the Rectangular Hole Side[in] - - 2 4 6 6 - - - - - - - - appropriate round hole diameter or rectangular hole side. Use 8 2'-0" 2'-5" !2'-11" 3'-5" 3'-10"14'-0" 9 I I the longest side of a rectangular I hole. The table value is the Any San closest that the centerline of the 9%' �ft� •12 3'-0" 3'-8" 4'-5" 5'-1" 5'-10" 6'-0" hole may be to the centerline of Joist [ t 4 I the nearest support. 16 4'-0" 4—11" 5'-11" 6'-10" 7-9" 8'-0" I � • The entire web may be cut out. •i DO NOT cut the flanges.Holes Round Hole Diameter(in] 2 3 4 5 6 6% 7 8 8% 9 10 11 12 13 apply to either single or multiple joists in repetitive member Rectangular Hole Side[in] - - - 2 3 4 5 7 8 - - - conditions. ,-: 2,.yu.-c,=.: • For multiple holes,the amount 8 1'-0" 1'-5" 1'-10" 2'-3" 2'-8" 2'-11" 3'-1" 3'-6" 3'-11"i of uncut web between holes must equal at least twice the diameter(or longest side)of the Any Span 12 1'-5' 2'-1" 2'-9" i 3'-5" 4'-0" 4'-4" 4—8' 5-4" 5'-11"i largest hole. 111 [ft) I • 1%"round knockouts in the web Joist 16 1'-11 2'-10" 3'-8" ; 4'.-6" ; 5'-5" 5'-10' 6—3" 7'-1" 7'-10" I may be removed by using a short piece of metal pipe and 20 2'-5" 3'-6" 4'-7" 5-8" 6'-9" 7'-3" 7'-10" 8'-11" 9'-10"I hammer. . 1--— • Holes may be positioned verb- Round Hole Diameter[in] 2 3 4 5 6 6% 7 8 8% 9 10 11 12 13 cally anywhere in the web. The joist may be set with the l Y:" Rectangular Hole Side[in] - - - - 2 3 3 56 6 8 9 - - knockout holes turned either up [ I. I ; f or down. 8 1'-0" 1'-1" 1'-2" ! 1'-4" 1'-8" 1,-11" 2'-1" 2'-6" 2'-10"i 2'-11 3'-4" ` 3'-9" I • This table was designed to j apply to the design conditions covered by tables elsewhere 12 1'-0" 1'-1" j 1'-4" . 2'-0" 2'-7 2—11' 3'-2" 3.-10" 4.-4" 4'-5" i 5-0" 5'-7" in this publication. Use the An i 1 BC CALC®software to check 14" Span 16 1'-0" € 1'-1" 1'-10" 2 8" 3'-5' 3'-10' 4 3" 5'-1" 15'-9" 5'-11"16'-8" 7'-6" I other hole sizes or holes under Joist i I ._..._ I _. other design conditions. It may 20 1-0" j 1'-3" 2'-4 i: 5-4" 4'-4 4'-10' 5-4" 6'-4" 7'-3" T-4' 8'-5" 9'-5be possible to exceed the limita- tions of this table by analyzing a specific application with the 24 1'-0' 1'-7" 2'-9" 4'-0" 5'-2" 5'-10' 6'-5" 7'-8" 8'-8" 8'-10 j 10'-1" 11'-3" BC CALCe software. • Round Hole Diameter[in] 2 3 4 5 6 6% 7 8 8'/a 9 10 11 12 13 Rectangular Hole Side[in] - - - - - - 2 3 5 5 6 8 9 10 8 1'-0" 1,-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-3" 1'-8" 2'-0" 2'-1" 2'-5" 2'-10" 3'-2" 3'-7" 12 1'-0" 1,-1" 1' 2" 1' 2" 1' 4" 1' 8" 1' 11" 2' 6" 3' 0" 3' 1" 3' 8" 4' 3" 4' 10" 5'-5" Any 16" Span 16 1'-0" 1,-1" 1'-2" 1'-2" 1'-10" 2'-2" 2'-7" 3'-4" 4'-0" 4'-2" 4'-11" 5'-8" 6'-5" 7-2" Joist EN 20 1'-0" 1'-1" 1'-2" 1'-4" 2'-3" 2'-9" 3'-3" 4'-3" 5-1" 5'-2" 6'-2" 7'-1" 8'-1" 9'-0" 24 1'-0" 1,-1" 1'-2" 1'-7" 2'-9" 3'-4" 3'-11" 5'-1" 6'-1" 6'-3" 7'-4" 8'-6" 9'-8" 10'-10" R3oise C ascade DAP•ALLJOIST"installation Guide•08:1912013 N AJSi°190 Joist Depth AJS®140 Joist Depth -- ... ...__..__. [in] �_ n y 16" 14" 111/4" 9%" Joist Series 16" 14" 11W 9%" Joist Series p A W W W W W N N N A W W W W W N N N A W W W W W N N n.)4, W(.4 W W Cl)N N N Roof Truss A W W W W W N N N A co W W co 4) N N N A W co Cl) W W N N N A W W W Cl)W N N N Roof Truss N O CO O A N O 00 O A O W O A N O N O) A O Co O) A N O 00 O) A O 00 T A N 000 0) A Span[f, 0.... .0 ..40. . 4„ ,.. ..40 . . . ,„0.. .. 0..„. .0... Span[ft] m J „� 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0.0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o m 0 0 0 0 0 0 0 0 010 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a i _ t D o o o o.0 0 0 0.0 0.0 0 0 0 0 00 0 0.0.0 0 0 0.0 0 o NI-, -5-A o O oo o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 C 0 0 0 0 X'X''' 0 0 0 0.0 )O N [) G C G 0 0 0 0 0.0 'S T 0 0 0 0 0 i -+ -+<0 0 0 0 X X X X N N-+ -+. N <G< C 0 0 0 O O N S*o o 0 0 0 0 X-> -5 � 0 0 0 0 01><X X X X X X-+ N fn G)cn(n (A (n A rn rn rn(n i UZ r/1 i A A Cl) i —O_..O 1 "_p JO 716) 0 0 0 O O O O O O 0 0 0 0 O O O O O'0 O O 0 O 0 0 0 O N N -•» 0 0 0 0 m N' H O O O o O O O O O 0 0 0 0 O O 0 0 0 0 o O O O O O 0 OiX X-+ -+ -5 0 0 0 0 8 LA W C G co O CD O O O G(G 0 0 0 O O O!-+ -+ --+ O O O O O O X X X N N N-+ -5 O N d O G 0 0 0 O 0 0 0 j S O O O 0 0 0 CD O-5 -` -5 O o CD CD O O'X X X X X X-+ --+ o N U ELIO (((((��nn((nn ((loon !!!!noon $C$ ! —_ !n tttnnn C$$ N n D 0 -5*0** * rn.O — —"— — (7 CCn.r/�$O X.X X X N-+.-+ -+ >,>,X X-.X X X X N - a ''(�n(�n(*n*f*n r*n�.O X——.—.rCn r/1.(7((n O X X.X X X X-` -`..0 X X DC XXX V,m C, —41 C 2 (<..�.0 O<O O<<O o O N G O O O O O O O-+ -5 O O CD 0 0 OX X X N N - O m OO O O O4 O O O O O O O O O CD O O O O-5 -.-` O O O o o O X X X X X X -+ -+ O 8 �O\\ WVJ G G o 0 0 f _..- G S G G O O DC -5-. 1 -+ O O X.X X X X X X N N N U V) V)VJ G O O O O -+ -+ -+ S 0 0 0 0 X X X X-+ -+ -+ O 0 X X X X XXXXX N N L J N X f ! [nf VVVflll VVII X X X(((Xnnn(-n+f-n+tt-nn'g X X X XXX X N -+ X X X X X X X X X A (((Xnnn X((nn!UUVjJJI ll)71 g X X X X g0 ..... X -+ X X X X X X X X X J X X X X X X X X X p 0 '' Joist Depth AJS°25 [in]p AJS*'150 Jois[IDepth – 16" 14" 111/4" 9%" Joist Series 16" 14" 11'/" 9'4" Joist Series A W W W W W N no N A W W W W W N N N A W W W W W n,n)N A W W W W W N N N Roof Truss A W W W W W N N N A G)W W W G) N Do N3 A W N)W W G) N N N A W W W W W N NN Roof Truss 00)0) A N O 00 0) . 000 0)- N O Co 0)A 0 00 0)AN O W 0) A 041 0)A N O 00 0)A Span[ft O0)0)A N O 00 0) A 000 0 A N 0 00 0) A 000 0) A N O CO O) A 0 00 0) A N O O W A Span[ft]_ Q 0 0 0 0 0 0 0 0 0 0 O o 0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O 0 0 0 0 0 0 0 rn OJ C_ W O o 0 0 0 0 0 o O O 0 0 0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 NJ N3-+-+.O 0 0 0 0 ffl N 0.0... .,,, o .... 00 ...... 0 .. . . .1—. . -+ -+ — 00.005, Cl)N N {w( O000 0 0 0 0 0 O O O O O O O o O N -5 -` -`OOOO CD X X XX X N N-+ -+ .NA Tl � . < OO O OO * O O O O O -+ � –' –" 0O O O 0IX X X X N N 1 --+ A V c m, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 O O O N N -+ -+ 0 0 0 o O O 0000000000000000001000000000H -5 -5-5 -50000861 1 H N < �.+ In O 000000000000000000 --+ -+ -+ 000000 XXXXN N-+ -+O N d r Gco0000OOO 00 0 0 0 0 0(-+ -+-+ 0 0 0 OOO XXXN N -+ -+ -+ 0 N c" 0L N• _5 !(loon < N n. O *0 O 0 0 0 0 n, -t -+ -+ O O O.O CD X X X N N N -> O X X X X X X X X X ? 0- -+** **.O - -. -+ -+* *<01><X:X'N - -+ -' -" O X.XXX.X X X X N A d n' N -+-+ -+ O O O O o 0 X X X N N -+ -+ :O O O O O O O O O O O OO O O o 0 OO O �.-+-+ O O OO O O XX X X-.N N -+.0 �O O O O O O O.O 0 0 0.0 O o0 O CO O O O O 0 0 0 0 -+ -+ -+ O O o O o O X X N N -+-+ -+ O O X X X X X X X X N) N ** N o 0 O -• -+ -+ G G o O 0 X N N) -' -" -' --" 0 O 1 X X X X X X X N !O �'[ N D -+ �*OO XXNNN-+ -+Oo XXX XXX XN;N XXXX XX X XX p X-+ -+-+ -+Cn SIXXXX -+ ( X XXXXXX -` -+ XXXX XX XXX A CD A Cl N 7' 0Z AJS'.20 Joist Depth [in] n)0 C D o nmi CD s X C� ] X ."') In Q 16" 14" 111/4" 9%" Joist Series (.72„. Q° ,..- -:-3,,,,a(9, T.0,2,2.- 4,p —S _ W l/)G)co co N N N A N)W CO W CJ N N N A G)W W Co W N N N A W W W W W N N N Roof Truss O.O cn g 5.en Q n O N d (n -OD C z O Co m A N O W O A O OD O A N O 00 0)A O 00 4) A N O 00 O) A O 0o O A N O 00 O A Span[ftJ C () C CC � � (D C S T(1) C0 In co N co 0 000000 o CD CD 00000000000000 CD 000000000000 al 1.11 n 7C' NN N(p (0 -N O N 0- 0- 0- 73X _. �� '�'N(D SCD C� (� t� �. J W CT I'I'I O O O O O O O O O 0 0 0 0 0 0 0 0 0 O O O 0 0 0 0 0 0 N -> 0 0 0 0 0 N 6/ D Z Ex(o v 7 7 A CO',...,--a) (D �.' .< <<CC N, U O (9 (� O O_(C ADO N N CCci; C1-1) ro (n(n(n(/1 0 0 0 0 0 G G O O O 0 0-+ .11i 0 0 0 O X X X N N N-+ N O \IJ ((nn((((((nnnn�n ' A �7 ('D D cc; c5 , %' -'Pm 0 w-ua 0 in in n 3 ~o. o d• op (C„0_ 30-0 D(D m N -4 Oo0000000 00000000000000000 O N-5-5 -+ 00000) t _A O 0 •NO <<O 7 77J E ... D ___,V) o ON S l G5 O .�cu O O N N 0 X W * O O O O O O ((000000-5 --+-` 000000 X X X N N N-+ -5O N ° r-- cri‘ O O 6.2 0of Tr0] O 7(n 6) 0 CO O 0 -C_ m -Cn U)Cn(n(n Cn Cn O -. -+ -+-+ < G C 0 X X X X N-. -• - 4 X X X X X X X X N ,Np a Q N (D7N N 3 fD 73 X CD7Ca 5' - _ ID Q 0 0 O 0 0 CD 0 CD 00 CD CD CD 00-+ --+-5000000'X X K51‘51,-+ -+ O :.....(0...(D: 3 -p N O 7 7 7 7 G (n 01 N- n(7 O N 7 0 "Dcl O O O O *** *0 O O -+.-+-< G O O C5 X N N-5-5 -5 -5 O 0'X X X X X X N N N l0 U (n (((non (r • a N OCD ' A (a N N X� -+ -> -+00(1) — .X XX X XXXN X XXX XX X XX A (� • Reinforced Load Bearing Cantilever Detail PLYWOOD/OSB REINFORCEMENT • .11.& —` (If Required per Table on page S) 23/32"min.plywood/OSB or )J. o 0 A1S Joist • /blocking rated sheathing must match the full 8d nail into each flange. required for depth of the AJS®Joist. Nail to the Q ; cantilever 2'-" AJS®Joist with 8d nails at 6"o.c. — and nail with 4-8d nails into backer Structural Panel - block.When reinforcingboth sides, reinforcement stagger nails to limit slitting. Install �� •!!►/ with horizontal face grain. %� 2.-'3" •These requirements assume a 100 PLF wall load and apply to AJS® �� i\. Joists.Additional support may be gi. 4/I • The tables and details on pages 9 and 10 indicate the required for other loadings. See ` r, type of reinforcements,if a y,that are required for load- BC CALC®software. 2'-0" / ��I\� bearing cantilevers up to a maximum length of 2'-0". • Contact Boise Cascade EWP II,` Backer block Cantilevers longer than 2'-0"cannot be reinforced. Engineering for reinforcement N-0" However,longer cantilevers with lower loads requirements on AJS®Joist depths may be allowable without reinforcement.Analyze greater than 16". 0 Uplift on back span shall be specific applications with the BC CALC''software. considered in all cantilever designs Brick Ledge Load Bearing Cantilever ozp Brick Ledge With Blocking Panels a Brick Ledge Without Blocking Panels Load bearing wall. 12"min.length of 23/32" plywood/OSB reinforce- frig BOISE CASCADE®nailed to top and • Provide full Rimboard. 11.051V- ment bottom flanges. depth blocking Brick / \� between joists. waII. �� ♦ 14 \ 5 max. • II/ 1�� f� 0 0 Or31/2"min. A 10R�li `/ 0 Edge of hole shall be a 0 I O I2)(10 sill plate for 2x6 wall. min.of 3"from end of .......„ 2x8 sill plate for 2x4 wall. blocking panel. Load bearing wall. Notes: Notes: 1.Use 23/32"min plywood/OSB rated (8d)nails at 3"on center except 9%" 1.Use 23/32"min plywood/OSB rated (8d)nails at 3"on center except 9%" sheathing.Install full depth of joist joists,install nails at 2'A"on center. sheathing.Install full depth of joist joists,install nails at 2'A"on center. with face grain parallel to joist. 2.Provide full depth blocking with face grain parallel to joist. 2.See page 5 for joist and rimboard Plywood reinforcement to bear fully between joists. Plywood reinforcement to bear fully connection details. on wall plate.Nail plywood to top 3.Edge of hole shall be at a minimum on wall plate.Nail plywood to top and bottom joist flanges with 2%" of 3"from end of blocking panel. and bottom joist flanges with 2%" Roof Roof Live Load(psf) Joist Truss 20 psf I 30 psf I 40 psf I 50 psf Brick Ledge Depth Span Joist Spacing o.c. Reinforcement Table (inches) (ft) 12" 16" 19.2" 12" 16" 19.2" 12" 16" 19.2" 12" 16" 19.2" 24' 0 0 0 0 0 1 0 1 1 0 1 1 1 Table Design Assumptions 26' o 0 0 0 0 1 0 1 1 0 1 2 28' o 0 0 0 0 1 0 1 1 0 1 2 Roof Loading: 15 psf dead load plus 9'/z' 30' 0 0 0 0 0 1 0 1 1 1 1 2 a 100 PLF wall self-weight, in addition 32' o 0 l 0 1 1 0 1 2 1 2 2 to roof live load shown. Maximum 2'-6" 34' o o x o x x 0 1 x 1 2 x 36' 0 x x o x x 1 x x 1 x x overhangs assumed on roof trusses. 24' 0 0 0 0 0 0 o 0 0 0 0 1 Floor Loading: 40 psf live load plus 26' 0 0 o a 0 0 0 0 0 0 0 1 28' 0 0 0 0 0 0 0 0 1 0 1 1 10 psf dead load, backspans not to 11% 30' 0 a 0 0 0 0 0 0 1 0 1 1 exceed maximum floor spans shown on 32' o o o 0 0 o o o 1 o 1 1 page 3. 34' 0 0 0 0 1 1 0 1 1 0 1 1 36' 0 0 0 0 1 1 0 1 1 0 1 x KEY TO TABLE: 24' 0 0 0 0 0 0 0 0 0 0 o 0 0 = No Reinforcement Required 26' 0 0 0 0 0 0 0 0 0 0 0 0 1 = Reinforcement Required One Side of Joist 28' 0 0 0 0 0 0 0 0 0 0 0 1 14" 30' o o 0 0 0 0 0 0 0 0 0 1 2 = Reinforcement Required Both Sides of Joist 32' 0 0 0 0 0 0 0 0 0 0 0 1 x = Use Deeper Joists or Closer Spacing 34' o o 0 0 0 0 0 0 1 0 0 1 36' 0 0 0 0 2 0 0 0 0 1 0 1 x Boise Cascade EWP•ALLJOIST�Installation'Guide•08:1912013 Non-Load Bearing Wall Cantilever Details AJS'Joists are intended only for applications that Fasten the 2x8 minimum to the AJS®Joist by nailing through the backer block provide permanent protection from the weather. and joist web with 2 rows of 10d nails at 6"on center.Clinch all nails. ck AJS'Joist blocking See page6 of ALUacker O ST3 2x Closure Wood Structural Specifier 2x8 minimum AJS°Joist Panel Closure \ /blocking 1 111111111111111=111111•111111 jIIIIIIIIIIII YIIIIMIIMIUMNIM lei Section Il Drywall Ceiling orI II Wood Structural Minimum i Times Back Span Maximum _ Panel Soffit Cantilever Length 1/3 Back Span Back Span Maximum Not to exceed 4'-0" 31/2"min._, bearing °/s Back Span • These details apply to cantilevers with uniform loads only. Not to exceed 4'-0" • It may be possible to exceed the limitations of these details by analyzing a specific application with the BC CALC®software. • Large Rectangular Holes in AJS® Joists Hole size table based on maximum uniform load of 40 psf live load and 15 psf dead load, at maximum spacing of 24"on-center. Single Span Joist Multiple Span Joist Maximum Hole Size —See Max Hole Size on %hole/ Chart for Joist Depth Joist Simple Multiple hole See Max Hole Size onhole i6 Joist Span -Minimum 2x diameter/ Depth Span Span ,6 joist chart for Joist Depth tf if loM—.-� — width of largest hole S•an s an 4•'46 9%" i 6"X 12" 6"x 7„ � 4 •o.. . • 66 . 11,x.. 8"x13.. 6.,x8.. • 'm ° Simple Span Joist 6'-0•Min 9"x 16" 8"x 13" --Multiple Span Joist 12'0"Min i Multiple Span Joist 12'-0'Minim 14" x Nates: 10"x 14" 9"x 11" Additional holes maybe cut in the webprovided theymeet Larger holes may be possible for either Single or 1r'x 1s" 10"x 1a" the specificationsMultipleoists, use BC CALC®sizing 9 software as shown in the hole distance chart shown 16" span above oras allowed using BC CALC®sizing software. 12"x 15" 11"x 12" for specific analysis. AJS® Joists — Connection Details Connection on Steel Beam Connection with Hanger Hanger Connections to AJS Headers CD on Steel Beam ® r • Backer blocks shall be at least 12"long per hanger. Attachment of nailer per • Nails shall be clinched when possible. design professional of record. • Verify capacity and fastening requirements Attachment of III of hangers and connectors. nailer per designal of \ professional of 'I rakcie(r_ ��record.itot'/7 .�� beam. ✓ Y , 1 "To Mount" "Face Mount" p �� Backer block shall Backer block shall 1,9„... Backer block "1 be tight to bottom be tight to bottom optional. of top flange with of top flange with i 4 ::, 1/4"to 2"gap at top 1/4"to 2"gap at top Steel beam. of bottom flange. of bottom flange. Boise Cascade EWP•ALLJOisr Installation Guide-08129/2013 . A .-, •� Alli • w A A •_ ® _ ._._R .. BOISE CASCADE® Rimboard_ . _ti. t_ . . , , , Product Profiles ip 17',,,y,1 lII„' ti3 z ' 91" i r. _ 11'/B" li 14 " 1,4 ,(' 16" t l .: r 1", 11/8" 1" 15/1.6' 13/4" BOISE CASCADE® BOISE CASCADE® VERSA-LAM® VERSA-LAM® RIMBOARD OSB RIMBOARD* 1.4 1800* 2.0 3100* *18—24 inch deep rimboard are special order products, contact local supplier or Boise Cascade representative for product availability. • Perpendicular I— Parallel See chart for vertical load capacity. See chart for vertical load capacity. /"dia through bolts (ASTM A307 Grades A&B, fi ' SAE J429 Grades 1 or 2, or higher)with washers �, and nuts or°k"dia lag f 1011- #7,1/° screws(full penetration) Exterior 350 Ib capactty forwood sheathing � i'l 1'/e"&thicker rim,300lb capacity for� � � Ile 1"rim,per fastener 04`' 1 /► ct.{ �/ r�A h/ \/ Treater Ledger- �1N...,40.- ....„..,,,,-.700 / / �+�" Use only fasteners • � r,. /�� use are approved for °` I/ k. 'I • / E. / use with corresponding t\ j �/ II wood treatment.CASCADES (� II/'I / BOISE Rimboard l►_\►, II Design of moisture control I, Min. 8d nails at 6"o.c per IRC. by others(only structural Connection per design professional of . 8d nails at 6" components shown above) Mino.c.per IRC. record's specification for shear transfer. Connection per design professional of For information regarding connection of exterior decks to interior floor systems per the 2009 IRC,section 502.2.2.3, record's specification for shear transfer. contact Boise Cascade EWP Engineering. BOISE CASCADE® Rimboard Properties Vertical Load Capacity Specific Allowable Design Values Product Uniform[pit] Point[Ib] Gravity 18"& 22' & 18"& 22"& for Modulus !Compression 16" 20" 24" 16" 20" 24" Maximum Floor Diaphragm Lateral Flexural of Horizontall Perpendicular Depth Depth Depth Depth Depth Depth Lateral Capacity Nail Stress (Elasticity Shear to Grain &Less &Less &Less &Less &Less &Less [Ibift] Design [Ibfin2] ; [lbfin2 , [Ibtin°] [Ib/int] 1"BOISE CASCADE° RIMBOARD(2)& 3300 1650 1650 3500 3500 3500 180 0.5 Limited span capabilities,see note 2 1"BOISE CASCADE° RIMBOARD OSB it 1%"BOISE CASCADE° 4400 3000 3000 3500 3500 3500 180 0.5 Limited span capabilities,see note 2 RIMBOARD OSB° Permitted per 16/11' all nom er�bu�fda�ng code VERSA-LAM°1.4 1800 '> 6000 5450 ! — 4450 4450 — and unblocked diaphragms 0.5 1800 1,400,000 225 525 (4"nail spacing&greater) — Permitted perbudding code for 1./4 5700 4300 — 4300 3900 — all nominal 2"thick framing blocked 0.5 2800 2,000,000 285 750 VERSA-LAM°2.0 3100"3 and unblocked diaphragms (4'nail spacing&greater) Closest Allowable Nail Spacing-Narrow Face[in] Notes 1 . 10d,12d 1. Per ICC ESR-1040. 8d . 8d10d&12d 16d Common& 16d 2. See Performance Rated Rim Boards, Product Box I Common Box Box 16d Sinker Common APA EWS#W345K for further product 1"BOISE CASCADE° 3 3 - - - - information. RIMBOARD 0) 1"or 1W BOISE CASCADE° • 3. Not all products and depths may be RIMBOARD OSB RI 3 1 3 See note 2 for nailing information available,check with Boise Cascade representative for product availability. 16/6"VERSA-LAM°1.41800 di 3 I 3 3 1 3 4 6 • 1'/."VERSA-LAM°2.0 3100 t'i 2 1 3 3 1 3 4 6 Boise Cascade EWP•ALLIOISV..Installation Guide•08:1912013 AJS® Design Properties 13 - End Reaction[lbs] Intermediate Reaction[lbs] AJS® Moment Shear 1%"Bearing 31/2'Bearing 3%' Bearing 5'h' Bearing Joist Depth Weight M El x 106 K x 106 V Series [inches] [plf] [ft-lbs] [lb-int] [lbs] [lb`s] No WS01 WS(2) No WS" WS(Z No WSt1, WS(2) No WS(1) WS(Z 9'/2 2.2 2450 182 5.2 1160 I 950 1240 ". 1175 1480 2350 2450 '' 2350 2450 AJS® 11% 2.5 3175 310 6.6 1490 955 1335 1215 1595 2390 2800 2390 2800 140 14 2.8 3825 457 7.8 1790 960 1420 1250 1700 2430 3130 2430 3130 16 3.1 4435 623 9.0 2065 970 1500 1285 1800 2465 3435 2465 3435 9'/z 2.2 2820 194 5.2 1160 950 1240 1175 1480 2350 2450 2350 2450 AJS® 11% 2.5 3650 331 6.6 1490 955 1335 1215 1595 2390 2800 2390 2800 150 14 2.8 4390 487 7.8 1790 960 1420 1250 1700 2430 3130 2430 3130 16 3.1 5090 664 9.0 2065 970 1500 1285 1800 2465 3435 2465 3435 9% 2.5 3395 232 5.2 1160 950 1240 1175 1480 2350 2450 2350 2450 AJS® 11% 2.8 4400 394 6.6 1490 955 1335 1215 1595 2390 2800 2390 2800 20 14 3.0 5295 578 7.8 1790 960 1420 1250 1700 2430 3130 24303130 16 3.3 6140 786 9.0 2065 970 1500 1285 1800 2465 3435 2465_- 3435 9% 2.5 3895 244 5.2 1160 950 1240 1175 1480 2350 2450 2350 2450 AJS® 11% 2.8 5045 414 6.6 1490 955 1335 1215 1595 2390 2800 , 2390 2800 190 14 3.0 6070 608 _ 7.8 1790 960 1420 1250 1700 2430 3130 2430 3130 16 3.3 7040 827 9.0 2065 970 1500 1285 1800 2465 3435 2465 3435 9% 3.1 5370 322 5.3 1160 950 1240 1175 1480 2600 2850 ; 2600 2850 AJS® 11% 3.4 6960 545 6.7 1490 955 1335 1215 1595 2690 3190 2690 3190 25 14 3.7 8380 798 7.9 1790 960 1420 1250 1700 2770 3500 2770 3500 16 3.9 9720 1082 9.1 2065 970 1500 1285 1800 2850 3800 2850 3800 NOTES (1) No web stiffeners required. 0 = Jr W]4 + W'2 (2) Web stiffeners required. 384 El K (3) Not applicable,web stiffeners required. • Moment,shear and reaction values based upon a load duration of 100% A = deflection [in] and may be adjusted for other load durations. w = uniform load [lb/in] • Design values listed are applicable for Allowable Stress Design(ASD). = clear span [in] • No additional repetitive member increase allowed. El = bending stiffness[lb-int] BUILDING CODE EVALUATION REPORT K = shear deformation coefficient[Ib] - ICC ESR 1144(IBC, IRC) VERSA-LAM® Design Values ' 'Allowable Allowable Moment Allowable Allowable Moment Width I Depth Weight Shear Moment of Inertia Width Depth Weight Shear Moment of Inertia Grade [in] [in] [lb/ft] , [Ib] [ft-lb] [in"] Grade [in] [in] [lb/ft] [Ib] [ft-Ib] [in"] a a 3% 1.5 998 776 5.4 5% 8.0 5237 6830 63.3 , cc o N 1% 5% 2.4 1568 1821 20.8 5% 8.4 5486 7457 72.8 >`" • 7% 3.2 2066 3069 47.6 7% 11.0 7232 12566 166.7 3% 1.8 1164 1058 6.3 9% 14.1 9227 19908 346.3 5% 2.8 1829 2486 24.3 7/< 3.7 2411 4189 55.6 9% 14.5 9476 20937 375.1 9% 4.7 3076 6636 115.4 5% 11% 17.1 11222 28814 622.9 9% 4.8 3159 6979 125.0 11% 18.1 11845 31913 732.6 1% 11% 5.7 3741 9605 207.6 0 14 21.3 13965 43552 1200.5 0 11% 6.0 3948 10638 244.2 M 16 24.4 15960 56046 1792.0 a 14 7.1 4655 14517 400.2,M N 18 27.4 17955 70011 2551.5 O 16 8.1 5320 18682 597.3 g 20 30.4 19950 85428 3500.0 C 18 9.1 5985 23337 850.5 Q 24 12.2 7980 40183 2016.0 Q 24 36.5 23940 120549 6048.0 Q co 9% 16.6 12303 26544 461.7 -' i 5% 5.6 3658 j 4971 48.5 con 7% 7.4 4821 ' 8377 111.1 j 9% 17.1 12635 27916 I 500.1 w 9% 9.4 ' 6151 13272 230.8 11% 20.2 14963 38419 ! 830.6 9% 9.6 L 6318 13958 250.1 ............... 11% 21.4 15794 42550 976.8 11% 11.4 7481 19210 415.3 7 14 25.2 18620 58069 1600.7 3Yz 11% 12.1 I 7897 . 21275 488.4 ---_- •--- 16 28.8 21280 74728 2389.3 14 14.2 9310 29035 800.3 I • 16 16.2 10640 37364 1194.718 32.4 23940 93348 3402.0 18 18.3 11970 46674 1701.0 20 36.0 26600 113904 4666.7 20 20.3 13300 56952 2333.3 24 43.2 31920 160732 8064.0 Boise Cascade EVE'•„i_LJOisr b1<_ta€iaton Guide•08/29/2013 VERSA-LAM® Design Properties .....,„,.. . „„„.... . . . : . . Equivalent • Tension Compression Specific Gravity Modulus of Horizontal I Parallel to 1 Compression Perpendicular to for Fastener Elasticity I Bending i Shear i Grain 1 Parallel to Grain Grain Design__.._._ E(x 106 psi)i'> 1 Fb(psi)tzk3t F3(psi)214) i Ft(psi)lZts> ; Fbr,(psi)rn Fc1(psi)0u6) (SG) Design Property I Grade • VERSA-LAME Beams 1 2.0 3100 2.0 I 1 3100 285 • I 2150 • 3000 750 0.5 VERSA-LAM0 Studs 1.7 2650 1.71 2650 285 1650 i 3000 750 0.5 • I i • VERSA-LAME Columns i 1.8 2750 1.8 1 2750 285 1825 1 3000 750 0.5 • 1 1. This value cannot be adjusted for load duration. 5. Tension value shall be multiplied by a length factor,(41L)1°where L= 2. This value is based upon a load duration of 100%and may be adjusted for other load durations. member length[ft]. Use L=4 for members less than four feet long. 3. Fiber stress bending value shall be multiplied by the depth factor,(12/d)1e where d=member 6. Stress applied parallel to the gluelines. depth[in]. * Design properties are limited to dry conditions of use where the 4. Stress applied perpendicular to the gluelines. maximum moisture content of the material will not exceed 16%. Multiple Member Connectors Side-Loaded Applications Designing Connections for Maximum USide Load[plf] Multiple VERSA_LAM® Members Nailed K"Dia.Through Bok(') %"Dia.Through Bolt()) N Number 2 rows 16d 3 rows 16d 2 rows @ 2 rows @ 2 rows 2 rows @ 2 rows @ 2 rows ? of Sinkers @ Sinkers @ 24"o.c. 12"o.c. @ 6"o.c. 24"o.c. 12"o.c. @ 6..0... When using multiple ply VERSA-LAM beams to create a wider Members 12"o.c. 12"o.c. staggered staggered staggered staggered staggered staggered member,the connection of the plies is as critical as determining the 1%"VERSA-LAM°(Depths of 18"and less) beam size. When side loaded beams are not connected properly, 2 I 470 I 705 1 505 1 1010 1 2020 1 560 1 1120 1 2245 the inside plies do not support their share of the load and thus the 30) 1 350 1 525 1 375 j 755 1 1515 1 420 1 840 1685 load-carrying capacity of the full member decreases significantly. The 4r31 I use bolt schedule 1 335 1 670 i 1345 1 370 I 745 1 1495 following is an example of how to size and connect a multiple-ply 3W VERSA-LAM? VERSA-LAM°floor beam. 2r3, ! use bolt schedule 1 855 1715 , N/A 1125 . 2250 , N/A Given Beam shown below is supporting residential floor load 1%"VERSA-LAM°(Depths of 24") (40 psf live load.10 psf dead load)and is spanning 16'-0", Number Nailed '1k"Dia.Through Bok(') Ye Dia.Through Bohm Beam depth is limited to 14". of 3 rows 16d 4 rows 16d 3 rows @ 3 rows @ 3 rows @ 3 rows @ 3 rows @ 3 rows Hangers not shown Members Sinkers @ Sinkers @ 24"o.c.8" 18"o.c.6" 12"o.c.4" 24"o.c.8" 18"o.c.6" 12"o.c.4" s, for clarity 12"o.c. 12"o.c. staggered staggered staggered staggered staggered staggered 2 1 705 940 I 755 1010 I 1515 , 840 1 1120 1685 3(2) 1 525 1 705 1 565 1 755 1 1135 1 630 1 840 1 1260 4r3i I use bolt schedule 505 ' 670 1010 560 745 I 1120 1.Design values apply to common bolts that conform to ANSI/ W bolts and 2W for%"bolts. Bolt holes shall be the same ASME standard B18.21-1981(ASTM A307 Grades ABB, diameter as the bolt. SAE J429 Grades 1 or 2,or higher).A washer not less than a 2.The nail schedules shown apply to both sides of a 3-member 18' standard cut washer shall be between the wood and the bolt beam. head and between the wood and the nut.The distance from 3.7"wide beams must be top-loaded or loaded from both sides the edge of the beam to the bolt holes must be at least 2"for (lesser side shall be no less than 25%of opposite side). Find: A multiple 1%"ply VERSA-LAW'that is adequate to support the design loads and the member's proper connection schedule. Top-Loaded Applications 1. Calculate the tributary width that beam is supporting: For top-loaded beams and beams with side loads with less than those shown: 14'/2+18'/2=16' Maximum Uniform Load Ries Depth Nailing From One Side 2. Use PLF tables on pages 30-32 of ASG or BC CALC°to Depths 11%"&less 2 rows 16d box/sinker nails @ 12"o.c. 400 plf size beam. A Triple VERSA-LAM'0 2.0 3100 1%"x 14"is found to (2)1%"plies Depths 14"-18" 3 rows 16d box/sinker nails @ 12"o.c. 600 plf adequately support the design loads Depth=24" 4 rows 16d box/sinker nails @ 12"o.c. 800 plf 3. Calculate the maximum plf load from one side Depths 11'/4"&less 2 rows 16d box/sinker nails @ 12"o.c. 300 Of (the right side in this case). (3)1%"plies m Depths 14"-18" 3 rows 16d box/sinker nails @ 12"o.c. 450 plf Max.Side Load=(18'!2)x(40+10 psf)=450 plf Depth =24" 4 rows 16d box/sinker nails @ 12"o.c. plf PJ 4. Go to the Multiple Member Connection Table,Side-Loaded Depths 18"&less 2 rows 1/2"bolts @24''o.c.,staggered 335 pN Applications,1%"VERSA-LAM°,3 members (4)1%"plies Depth =24" 3 rows 1/2"bolts @ 24"o.c.,staggered every 8" 505 pN 5. The proper connection schedule must have a capacity greater than Depths 18"&less 2 rows 1/2"bolts @ 24"o.c.,staggered 855 pft the max.side load: (2)3%"plies Depth 20"-24" 3 rows 1/2"bolts @ 24"o.c.,staggered every 8" 1285 plf Nailed.3 rows 16d sinkers @ 12"o.c: 1. Beams wider than 7'must be designed by the engineer of record. specific connections with VERSA-LAM°. 525 plf is greater than 450 ptf OK 2.Al values in these tables may be increased by 15%for snow-load 5.Connection values are based upon the 2005 NDS. Bolts %"diameter 2 rows @ 12"staggered: roofs and by 25%for non-snow load roofs where the building 6.FastenMaster TrussLok,Simpson Strong•Tie SDS,and 755If is greater than 450 OK code allows. USP WS screws may also be used to connect multiple P 3.Use allowable load tables or BC CALC`software to size beams. member VERSA•LAM"beams,contact Boise Cascade EWP 4.An equivalent specific gravity of 0.5 may be used when designing Engineering for further information. Boise Cascade FL"P•ALLJOIST"Installation Guide•08119:2013 VERSA LAM® Beam Details/Allowable a"lin•/Hol- - .''''Tla44''''''a7'i° . VERSA-LAM® Beam Details Bearing at concrete/masonry walls Bearing for door or window header Beam to beam connector Bearing at column Provide Strap per code if top plate Is moisture barrier and not continuous over header. Verify hanger lfi"air capacitywith lateral restraint Il II space at bearing. I% required hanger /�� between manufacturer VERSA-LAM® r concrete column '� and wood. ill Column connector per design professional � ) Trimmers � � of record Slope seat cut Bevel cut I Beam to concrete/masonry walls Bearing framing into wall I Wood top plate must be flush with inside of wall' Strap per code if Sloped seat cut ® Hanger top plate is not .,44 Not to exceed 00. `...4•71 continuous s inside face ,/ II DO NOT bevel cut VERSA LAMB # : I I of bearing. :1-1 II beyond Inside face of wall �/i/ without approval from (2) II Blocking not Boise Cascade EWP Engineering Moisture barrier between v C' shown for clarity. or BC CALC®software analysis. concrete and wood C� VERSA-LAME Installation Notes • Minimum of'A"air space between beam and wall pocket or adequate barrier must be • VERSA-LAM®beams are intended for interior applications only and should be kept as dry provided between beam and concrete/masonry. as possible during construction. • Adequate bearing shall be provided. If not shown on plans,please refer to load tables in • Continuous lateral support of top of beam shall be provided(side or top bearing framing). your region's Specifier Guide. Closest Allowable Nail Spacing Nailing Parallel to Glue Lines VERSA-LAM®& VERSA-RIM® Products (Narrow Face) Nailing 1)41‘ Perpendicular Nailing Parallel to Glue Lines(Narrow Face)• to Glue Lines (Wide Face) Nail Size VERSA-LAM® 1.4 1800 Rimboard VERSA-LAM® VERSA-LAM® 1546" 13/." 3W&Wider All Products O.C. End O.C. End O.C. End O.C. End [inches] [inches] [inches] [inches] [inches] [inches] [inches] [inches] • 8d Box 3 1% i 2 1 2 Y 2 ' • ' . 8d Common 3 2 ; 3 2 t 2 i 1 2 1 10d&12d Box 3 2 3 2 2 1 2 1 Nailing Perpendicular to —........................... — -- Glue Lines (Wide Face) 16d Box 3 2 1 3 2 2 1 2 1 10d&12d Common 4 3 4 3 2 2 2 2 Nailing Notes 16d Sinker 4 3 4 3 2 2 2 2 1) For 1%"thickness and greater,2 rows of nails(such as for a metal strap)are 16d Common 6 4 I 6 3 2 2 2 2 allowed(use%"minimum offset between • Offset and stagger nail rows from floor sheathing and wall sole plate. rows and stagger nails). • Simpson Strong-Tie A35 and LPT4 connectors may be attached to the side VERSA-LAM®/VERSA-RIM®. Use nails as specified by Simpson Strong-Tie. Allowable Holes in VERSA-LAM°_Beams Notes See Note 3 1.Square and rectangular holes are not permitted. • 2.Round holes may be drilled or cut with a hole saw 1/3 Depth anywhere within the shaded area of the beam. 3.The orizontal distance between adjacent holes must be '; �' ;-' V3 Depth at least two times the size of the larger hole. ] ( ,1/3 Depth 4.Do not drill more than three access holes in any four foot i '.—: long section of beam. ... 5.The maximum round hole diameter permitted is: 1/3 span /3 span End Bearing Intermediate Bearing Beam Depth Max Hole Diameter 6.These limitations apply to holes drilled for plumbing or wiring access only. The size and location of holes drilled for fasteners are 51/2" 3/4" governed by the provisions of the National Design Specification®for 7w. 1" Wood Construction. 7. Beams deflect under load. Size holes to provide clearance where 91/4"and greater 2" required. 8.This hole chart is valid for beams supporting uniform load only. For beams supporting concentrated loads or for beams with larger holes,contact Boise Cascade EWP Engineering. Boise Cascade EWP•Ai..t.JOISP Installation Guide•08/2912 01 3 • Handling and Storage of Engineered Wood Products Site Storage Site Handling Protect AJS®Joists and VERSA-LAM® "'d" " from the weather. , j .t. r\r„-----v-- ••..: ,,i rip. , . Aft s it; ,...4 AL .. ....ii it, i Unload from truck carefully using DO NOT lift AJS® Joists by top flange. appropriate 0.— t Joist -r 1====. , —---- ...1 .. • . ,,, i re" Irlaw—,.% I' lime. a 1 ' v; Keep at least 3'/2"off the ground, more in wetter Vis. — n ,1- areas.Align stickers one above another and space a maximum of 15 feet apart. Do not drop AJS®Joists from height. Avoid lifting AJS®Joists horizontally. Leave AJS®Joists banded together until ready — Fork radius causes %"thick spacer on This damage can betprevented g face of forks reduces by making sure that all joists are first two joists to rise lift to V.." ('/."thick sitting on the flat portion of the to install. 1"above fork. spacer virtually forks.This can be accomplished eliminates lift) by making sure that the forks are not fully extended into the unit A spacer may be required on the front face of the forks in order to assure that the joists sit on i the flat portion of the forks and do not come in contact with the radius area of the forks.This pro- 't ma will equalize the pressure ME Flange crushing or break- on the flanges of all joists. age of outer AJS®Joist may occur at fork radius. AJS®Fork Radius Crushing BCI®Joists,VERSA-LAME and ALLJOIST5'must be stored,installed and used in accordance with the 1---'7 Boise Cascade EWP Installation Guide.building codes.and to the extent not inconsistent with the Boise Cascade EWP Installation Guide, usual and customary building practices and standards. VERSA-LAM", If in doubt ask! For the 1 , ALLJOIST',and BCI"Joists must be wrapped,covered,and stored off of the ground on stickers at all closest Boise Cascade r I times prior to installation. VERSA-LAM'".ALLJOIST5 and BCI®Joists are intended only for applications EWP distributor/support that assure no exposure to weather or the elements and an environment that is free from moisture from center,call any source,or any pest,organism or substance which degrades or damages wood or glue bonds. Failure je,1_800-232-0788 to correctly store,use or install VERSA-LAM®,ALLJOIST5,and BCI'5'Joist in accordance with the Boise Cascade EWP Installation Guide will void the limited warranty. ..,... BOISE CASCADE,TREE-IN-A-CIRCLE,BCI,BC CALC,BC COLUMN,BC FRAMER,BC RIM BOARD,BOISE GLULAM,SIMPLE FRAMING SYSTEM, VERSA-LAM,VERSA-RIM,VERSA-STRAND,and VERSA-STUD are trademarks of Boise Cascade Company or its affiliates. The information in this document pertains to use in the For information about UNITED STATES ONLY.Allowable Stress Design. Refer to Boise Cascade Engineered Wood Products, the ALLJOIST Specifier Guide Canada for use in Canada, including sales terms and conditions: Limit States Design. warranties and disclaimers. I Your Dealer is: visit our website at www.BCewp.com ' 0Boise Cascade Engineered Wood Products Great products are only the beginning: • Copyright©Boise Cascade Wood Products, L.L.C. 2013 If no dealer is listed, call 1-800-232-0788 . AIG US 08/29/2013