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1132 BEACH AVE RES PERMRESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 PERMIT NUMBER RES18-0367 ISSUED: 1/25/2019 EXPIRES: 7/24/2019 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. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1132 BEACH AVE RESIDENTIAL NEW SINGLE NEW SINGLE FAMILY $340420.00 FAMILY RESIDENCE RESIDENCE 170279 0000 ATLANTIC BEACH COMPANY:ADDRESS: ' CHAPIN CARPENTRY LLC 511 N WILDERNESS TR PONTE VEDRA FL 32082 BEACH MOMS BEACH HOUSE LLC C/O SUSAN WEED MEMBER BRUSSELS BELGIUM 1200 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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. (Roll ott container company must be on city approved list . container cannot ne placed on uty rignt-OT-way. I 1 I PUBLIC WORKS I DRIVEWAY APRON I INFORMATIONAL Notes: All concrete driveway aprons must be 5 inches 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. Issued Date: 1/25/2019 1of3 Issued Date: 1/25/2019 2 of 3 RESIDENTIAL PERMIT PERMIT NUMBER RES18-0367 CITY OF ATLANTIC BEACH ISSUED: 1/25/2019EXPIRES: 800 SEMINOLE ROAD 7/24/2019 f; �~ ATLANTIC BEACH, FL 32233 2 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247 -5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 3 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers). Container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 6 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 7 PUBLIC WORKS MAXIMUM DRIVEWAY INFORMATIONAL Notes: Maximum driveway width within the City right-of-way is 20 feet. 8 PUBLIC WORKS ADDITIONAL COMMENTS PUBLIC WORKS INFORMATIONAL Notes: Must have a 3 foot apron between gravel driveway and roadway. 9 PUBLIC UTILITIES UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247-5878. 10 PUBLIC UTILITIES METER BOX SEWER CLEAN OUT INFORMATIONAL Notes: Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. 11 PUBLIC UTILITIES RT1 SEWER CLEANOUT INFORMATIONAL Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. Issued Date: 1/25/2019 2 of 3 Issued Date: 1/25/2019 3 of 3 RESIDENTIAL PERMIT PERMIT NUMBER RES18-0367 r CITY OF ATLANTIC BEACH ISSUED: 1/25/2019 800 SEMINOLE ROAD EXPIRES: 7/24/2019 ATLANTIC BEACH. FL 32233 BUILDING PLAN CHECK 455-0000-322-1001 0 $601.50 BUILDING PLAN REVIEW RESUBMITTAL FOURTH AND 455-0000-322-1006 0 $100.00 CONSEQUENT BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 BUILDING PLAN REVIEW RESUBMITTAL THIRD 455-0000-322-1006 0 $75.00 CROSS CONNECTION 400-0000-343-3701 0 $50.00 PU REVIEW RESIDENTIAL BLDG 001-0000-329-1007 0 $50.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $30.44 STATE DCA SURCHARGE 455-0000-208-0600 0 $20.30 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL: $2,355.24 Issued Date: 1/25/2019 3 of 3 ;_5QJ1J- City of Atlantic Beach Building Department 800 Seminole Road �r Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 • Fax (904) 247-5845 E-mail: building-dept@coab.us City web -site: http://www.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) ESI g - y3(2, 7 Date routed: 0 � & / I & I APPLICATION REVIEW AND TRACKING FORM Property Address: Q-AQA 1 P\V-C Applicant: C V4A P1I AJ (2 A4Pr✓&D_CzL-/ Project: S i G, L& ��� LL Review fee $ Department review required Yes No uildi ing & Zoni Tree mini r or s is Utilitie Public Safety Fire Services 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: 'U�U S���ey✓ ' C ee.SJ J��� Wo' ji ��" �� ��G'f-e BUILDING J �.�. PLANNING & ZONING Reviewed by: /O ��--- Date: TREE ADMIN. Second Review:A roved as revised. Denied. ❑ pp ❑Not applicable PUBLIC WORKS Comments: �� l s ` Z (G pS C �e�' PUBLIC UTILITIEkefd `' S C41 S PUBLIC SAFETY Reviewed by: /9'r= .0001 Date:/2.- r7 - FIRE SERVICES Third Review: as revised. ❑Denied. )ZApproved ❑Not applicable Comments: Reviewed by:l!/ L_ Date: 2 -Z ) - O Revised 05/19/2017 NOTICE OF COMMENCEMENT State of %' • County of Tax Folio No. 70 t7q To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: (0 ' 1 Iii' ;kg "246 MM&Wc, tot 4'S (exwsa m &xLf3 Address of property being improved:. General description of improvements: Owner: fYI#M 5 �- Owner's interest in site of the improvement:. Fee Simple Titleholder (if other than owner): Name: Contractor: Cl U,(,� 6 Address: �: Telephone No.: Surety (if any) Address: Telephone No:. Address: Fax No: Amount of Bond $ Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Name of person within served: Name: v1 Fax No: of Florida, other than himself, designated by owner upon whom notices or other documents may be Address: r< <2 / Telephone No: O - J %'d YL- '' zo m , 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 tatu=5,/)* m atkwner's option) Name: , WLG.,D'rl - , - Addres Telephone No: qP -ff 3"175-6 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: _ - -CeDate: Before me this 3-15L day of 50. ul n the County of Duval, jState Of Florida, has personally appeared S-,,lSGt.A l i4 CL 10 4A W Doc # 2018261885, OR BK 18587 Page 69, Personally Known: or Number Pages: l Produced Identification: 11.5. MISS O(� Recorded 11/05/2018 02:19 PM, Notary Public: RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL My commission ex es: COUNTY ..... JENNIFER JOHNSTON RECORDING $10.00 = = MY COMMISSION # GG 042984 :a ?? EXPIRES: October 27, 2020 Bonded Thru Notary Public Underwriters Revision Request/Correction to Comments s t'' City of Atlantic Beach Building Department Y t 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us r Revision to Issued Permit Project Address: ORCorrections to Comments "ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. PERMIT #: V�e S " – Date: Contact Phone: IN— -I I / I 1 7 Email:ot` 61 Description of Proposed Revision / Corrections: ��vh,���7 — �vGi S�z� ��vi s�or15Ac S 20411 ( h affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will prop o ed revision/corrections add additional s re footage to original submittal? ONo Yes (additional s.f. to be added: ) • ill proposed revision/corrections add additional increase in building value to original submittal? LN No 7*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: F07 Approved ❑ Denied Revision/Plan Review Comm Deaartment Review Required: Budin Planning &Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services (Office Use Only) ❑ Not Applicable to Department Permit Fee Due $ fV= Reviewed By D F C 2 0 2018 � Z 'Z. I — ( 9/ Date Building Department r klantic Beach, FL Updated 10/17/18 Revision Request/Correction to Comments "ALL INFORMATION syL�r�� HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 O _3 (D7 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: Revision to Issued Permit OR Corrections to Comments Date: 2F Project Address: I� Contractor./Contact Name: rl ho— . Contact Phone: q0 l — m"/" Email: h 6�)m6a i /I VED Description of Proposed Revision / Corrections: RJAi"'(4 "d X04, Fr 14 2019 i t FL I 0 f1h affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ONo , _, Yes (additional s.f. to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? F—]No r7*Yes (additional increase in building value: $ ) (Contractor must sign if Increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ❑ Approved /Denied ❑ Not Applicable to Department Revision/Plan Review Comments_, gaunt Review Required: Building annin & Zonin Tree Administra o Public Works Public Utilities Public Safety Fire Services Permit Fee Due $ Reviewed By Date Updated 10/17/18 IV OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 ZONING REVIEW COMMENTS Date: 11/7/2018 Permit #: RES 18-0367 Site Address: 1132 BEACH AVE Review Status: DENIED #: 170279 0000 Applicant: CHAPIN CARPENTRY LLC Property Owner: MOMS BEACH HOUSE LLC Email: mail: susan.weed@skynet.be Phone: 9049931756 hone: 3247683120 (904)247-5800 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: Topographical Survey: Section 24-66 requires a pre -construction topo survey for new development. Please submit a topo survey. Tree Removal: Please submit an "after the fact" tree removal for the trees removed at this site during demo without a permit and any other trees that were or are going to be removed. Tree Permits are located at City Hall and on the city"s website. Side Wall Planes: Section 24-172(c) requires any second story exterior side walls which exceed 35 feet in length to provide horizontal offsets of at least 4 feet, or architectural details/elements that serve to break up the appearance of the side wall. This may include balconies, bay windows, bump -outs, etc. The western second story side wall is in violation, please revise accordingly. Height to wall plate: Section 24-172(c) states that the maximum height to the top horizontal fiaming member of a wall from the first floor finished floor elevation shall not exceed 22 feet. The wall up to the roof of the third story stair tower exceeds this allowance. Please break this wall up. Past examples include installing eaves along the second floor and bumping out the third floor by a foot or so. 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. Theo . inal 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. City of Atlantic Beach `tea Building Department C IV r 800 Seminole Road Atlantic Beach, Florida 32233-5445 7 J ' Phone (904) 247-5826 • Fax (904) 247-58 E-mail: building-dept@coab.us City web -site: http://www.coab.us APPLICATION NUMBER 11�To be assigned by the Building Department.) REQ _ ti Date routed: I I - 6 APPLICATION REVIEW AND TRACKING FORM Property Address: 1 1 3Z. f?_-_) GACA PMG Applicant: C. k A p l o (2A4PGkD-C Project: G i N�' G1L6 FQM ll, y Review fee $ Department review required Yes No uild- 18ning & Zoni Tree mini or s is Udlitie Public Safety Fire Services Dept Signature Other Agency Review or Permit Required Review or Receiptof Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Revised 05/19/2017 Approved. Reviewing Department First Review: ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PlgP15-foo tovY-40 PLANNING & ZONING Reviewed by' r Date: .� TREE ADMIN. Second Review:A ❑ pp roved as revised. [-]Denied. ❑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 L IS)I :1 REVOCABLE ENCROACHMENT AGREEMENT / REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach, Florida, a municipal corporation organized arI4 existing VAder the, laws �f the Statepf l; lojida, hereinafter referred to as "CITY" and referred td a -s "USER". WUNESSETH: of Atlantic Beach, Florida, hereinafter That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach. This work is generally described as Any facility maintained, repaired, erecte , and/or installed in the exercise of the privilege granted relocation or removal on thirty (30) days' notice by CITY to USER, sai4 notice to USER sh�f1` i�gjv� return receipt requested, to the following address �i13/ f� (,l// �Qllyaz4v 4', � C ,r remains subject to °3Zo7z- • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described easement or property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY, including City Code Section 19-7(h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach Public Works Department, for said change within 30 days after the day of completion. • This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of easements, public right- of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by It 1 Date Property Owner/Agent—A4y-- i e ce of Notary Public) STATE OF FLORIDA, COUNTY OF DUVAL The foregoing instrument was acknowledged this day of I V Ql% , 20 l by (N -}p k1 Cr , ,who personally appeared before me and (pr ted a of Signer) acknoNWged that/ signed tl)E instrument voluntarily for the purpose expressed in it. Signature of NotaryPablic, State Personally Known Produced Identification (Type) l S o - 33 j - (a S - ( 4 TONI GINDtESPERGER r O:\Public Works\ADMIN\Revocablei Ca p 4Y COIAMISSION 1: FF 924951 gTM Revision Date: 8/31/18,:§b%bc:r 6, 2019 p6 Bonded Thru Wary Public Underrirtcm Department Approval: City of Atlantic Beach Building Department r 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 • Fax (904) 247 E-mail: building-dept@coab.us City web -site: http://www.coab.us ectiv NOV 7 201 APPLICATION REVIEW AND Property Address: It 3Z fSG C AVC Applicant: _ y Project: t�)21rJC1Le- F_er_ML(, T APPLICATION NUMBER (To be assigned by the Building Department.) ESI g - 03G7 Date routed: 1W10- 19 ING FORM Department review required Yes No uildi ing & Zoni Tree mini or s is Utilitie Public Safety Fire Services Review fee Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: i APPVCATION STATUS Reviewing Department First Review: /Approved. ❑Denied. []Not applicable (Circle one.) Comments: BUILDING �I*s -bo lov9 Q Az lQSA✓- 4e, PLANNING & ZONING Reviewed by: r ���� Date.- ate:TREE TREEADMIN. Second Review:]Approved as revised. ❑Denied. []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 City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT 902 Assisi Lane Jacksonville, FL 32233 (904) 247-5834 NEW WATER / SEWER TAP REQUEST Date _1/ - S - / Service Address// 2'2 ,4�/E Number of Units Commercial Residential Multi -Family New Water Tap(s) & Meter(s) Meter Size(s) "/y N New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Billing Address City State Zip Phone Email Applicant Signature Application # 1ZE5 / 8 - 6214, Water System Development Charge Sewer System Development Charge Water Meter Only Reclaim Meter Only Water Meter Tap Sewer Tap Cross Connection Other CITY STAFF USE ONLY TOTAL $ cJD, 0' ) (Notes) APPROVED _e�zDate Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED `ft 5� All-��� City of Atlantic Beach JS �Building Department `n 800 Seminole Road �r Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 • Fax (904) 247-5845 gr E-mail: building-dept@coab.us City web -site: http://www.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) Date routed: //—&>—'—k0( APPLICATION REVIEW AND TRACKING FORM Property Address: 3Z fS c- Ac, { Ave Applicant: C N P I AD(2-84P EkD_C2 Project: Ey31N CIQN _E F_1fjMtL 'Review fee $ Department review required Yes No uildi ing & Zoni Tree min r ors I is Utilitie Public Safety Fire Services Dept Signature i Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Venied. ❑Not applicable (Circle one.) Comments: BUILDING, PLANNING & ZONING / Reviewed by: Date: TREE ADMIN. Second Review: []Approved as revised. Den ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:/2- "/9 FIRE SERVICES Third Review: Approved as revised. []Denied. —]Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY Building Permit Application Updated 12/8/17 City of Atlantic Beach `.' 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Fax: (904) 247-5845 R Job Address: / �YctC��Alto, Permit Number: Legal Description �o—1 (4—;t6 -)AE Ml'+"cU l,, 6l 71 ( ARE# `K Valuation of Work (Replacement Cost) $ 4&6K.Heated/Cooled SF 1,4300 Non- Heated/Cooled SOD • Class of Work (Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s) (Circle one): Commercialesidential • 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 i detail the type of work Jo be performed: Dei,,no j�,(s4' f /- 61 ;�45C Florida Product Approval # -ec for multiple products use product approval form Propertv Owner Information Name: IU,OPA4 VA" ato(, t.l,li Address: 11M. W4Vk Ave""A- City A4JqAJ&& State _ F9_ Zip )L1 �V>_ Phone St. g1bg5I IVA E -Mail 4bt ", tuw-,g( )pp, Owner or Agent (if Agent, Power of Attorn y or Agency Letter Required) } tat, Lla4IA Contractor Informati n _ f Name of Company: 4LY>L` Quali 'ng Agent: h�i�fh (✓/�� !(j Address t % City C i4, e _Zip ( 3ZOi Office Phone G° Job Site/Contact Number G /75r State Certification/Registration # _(1.13L-I�55�9 E -Mail �� cc Architect Name & Phone # Engineer's Name & Phone # U — `'z '57o Workers Compensation /19'"�- ' 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 -Riu =iF`ULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND BTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE P a. m :PE ORDING YOUR NOTICE OF COMMENCEMENT. `,V4 n ;T 3 z o m � z v °' o `-" 2 (Signature of Owner Agent) ( Jy ntractor) a (including contractor) N i ed and sworn to (or affirmed) before me this 3f day of ig ed and savor to (orefo-re me this�day of by sAsan &V,`�Lb-L� , 6ff �"�lL/ A (Signat a of ary) (Signature o otary [ ] Personally Known OR [ ] Personally Known OR —` — R Produced Identification P� TONIGINDLESPF.RGE tt [ ] Produced Identification r'..°' = MycOfIMISSION#FF924951 I Type of Identification: s P uJS pDI [ Type of Identification: EXPIRES: October 6, 2019 Bonded Thru Notary Public Underwrters J j LirCC, Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us r7 Revision to Issued Permit OR Corrections to Comments Project Address: **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. PERMIT #: Date:.. �J I. Contact Phone: q ! `7 3-6 J Email: �(� l� ('ype0 '� r rd Description of Proposed Revision / Corrections: �s affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will propo ed revision/corrections add additional s re footage to original submittal? E]No Yes (additional s.f. to be added: ) • ill proposed revision/corrections add additional increase in building value to original submittal? LN No r7*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) k Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due $ / C0• Q 0 Revision/Plan Review Comme De artment Review Required: �� � ��� Bu'r din r -� Planning &Zoning Reviewed By Tree Administrator Public Works Public Utilities DFC 2 0 2018 Public Safety Date Fire Services Building Department Updated 10/17/18 ,:{ �tiantic Beach, FL 44 Ll Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us I" _ � 2n{?te: r , **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. PERMIT #: Kest �—G3�� ❑ Revision to Issued Permit OR Project Address: Contractor/Contact Name: ACorrections to Comments Contact Phone:Email: �- `� (SSG Description of Proposed Revision / Corrections: (printed name) affirm the revision/correction to comments is inclusive of the proposed changes. • Will proposed revision/corrections add additional square footage to original submittal? ❑ No Yes (additional s.f. to be added: ) • x11 proposed revision/corrections add additional increase in building value to original submittal? No ❑ *Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) X Approved ❑ Denied ❑ Not Applicable to Department Revision/Plan Review Comments Dent Review Required: Buildingj ming & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services r Permit Fee Cue Reviewed By Date Updated 10/17/18 Date: 12/20/2018 CITY OF ATLANTIC BEACH BUILDING REVIEW COMMENTS 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 Permit #: RES18-0367 Site Address: 1132 BEACH AVE Review Status: denied REM 170279 0000 Applicant: CHAPIN CARPENTRY LLC Property Owner: MOMS BEACH HOUSE LLC Email: sandychapin@comcast.net Email: susan.weed@skynet.be Phone:9049931756 Phone:3247683120 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: I. 2. Tire-doc=ctrt su t ittat-for-thzmTetat-roof-system ttxtion report assee-iated-vvithiie-FL-#4165:9; -he-e copie As pea e. Sh;YtS /2va i ✓ (` -/ /7-/ y Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left 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. F tLir Revision Request/Correction to Comments ?" Ir City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us Revision to Issued Permit OR Project Address: Corrections to Comments A "ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. PERMIT #: g L S ( y" U Y6, Date: 'A— LIS Contact Phone: t q43 — f-7 J V Email: W Mem x) v i -D Description of Proposed Revision / Corrections: 7� 14 �Ol$ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? M N o _, Yes (additional s.f. to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? FNo 7*Yes (additional increase in building value: $ ) (contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ❑ Approved -lel Denied ❑ Not Applicable to Department Permit F Due $ �D• OC2 Revision/Plan Review Comments GOm Ir.e/1 f '! f6crnn rl 1' 4 R eLl3tr✓ VL 0 4— �i�fi/� i�tiPt�ist� Cr�y►^,��t�� /r1 L �ZtJU EhC,✓1Pe- t Review Required: Building 00� k annin & Zonin Reviewed By Tree Administra o Public Works �y Public Utilities! Public Safety Date Fire Services Updated 10/17/18 Date: 11/14/2018 CITY OF ATLANTIC BEACH BUILDING REVIEW COMMENTS 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 Permit #: RES18-0367 Site Address: 1132 BEACH AVE Review Status: denied REM 170279 0000 Applicant: CHAPIN CARPENTRY LLC Property Owner: MOMS BEACH HOUSE LLC Email: sandychapin@comcast.net Email: susan.weed@skynet.be Phone:9049931756 Phone:3247683120 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 2 copies of a certified survey are needed. A topographical survey needs to be submitted. 2 copies. e�! Contractor shall come in and write on the site plan, in an area ( center of the main living space floor) of he new home, the finish floor elevation of the new home, initial and date. On 2 copies. V Missing engineer's information on the space requested on the permit application. Application is / incomplete. The duct layout pages submit are too small to read. Submit a larger scale drawing, 2 copies. VThe last page of the product approval information sheets is not filled out. Both sets need to be 7. A copies of the ICC -ES Evaluation Report for the James Hardie Building Products need to be submitted. The underlayment FL# submitted, FL9777-R11, has 7 different products number listed under that number. Please choose the product you will be using and resubmit that number (probably will include a decimal number at the end). II6��er r Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us m -a ; / ,d Re vll e w 6m yrPr► '� s 1 l ^ �� �''� 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. PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes: 6 1 Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft2)�Jy� Non -Habitable Space (ft') c2 /0 v LAND INFORMATION: Zoning District R S D Flood Zone Minimum FFE/'6_0 T BUILDING INFORMATION: Construction Type Occupancy Group S, n i MCI ►VX Number of Stories 3 Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Rev. 2.7.2018 OFF10F COPY NOTICE OF COMMENCEMENT �Rr State of C County of l./��� 8 Tax Folio No. To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: &P - ( Ili - Z$ - 2QE Mi44%RC, lot 4'$ (&%WS3 FT) e1.K43 Address of property being improved:. General description of improvements: Owner: iYU61 5 Vht, &jl 6@L -i Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): Name:��(, Contractor: ' I Address: Telephone No.: Surety (if any) Address: Address: Amount of Bond $ Telephone No: Fax No: Name and address of any person malting a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the St to of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: /d Telephone No: 0 - 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 tatu . Ml in atOwner's option) Name: Address: *a�'( VO4 k Vv - Telephone No: � "Jq�`�%�6 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: Date: 3 L 'j 2wg Before me thisday of 0. n the County of Duval, tate Of Florida, has personally apj CLIOeA 1n? Doc # 2018261885, OR BK 18587 Page 69, Personally Known: or Number Pages: 1 Produced Identification: U.S- MSS O( Recorded 11/05/2018 02:19 PM, Notary Public: RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL My commission ex s: COUNTY JENNIFER JOHNSTON RECORDING $10.00 = = MY COMMISSION # GG 042984 o = EXPIRES: October 27, 2020 'yy ' •.,,of F� �:' Bonded Thru Wary Public Underwriters OFFICE COPY �n1 REVOCABLE ENCROACHMENT AGREEMENT REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach, Florida, a municipal corporation organized aq4 existing yAder the, law+ bf the State of Floyida, hereinafter referred to as "CITY" and referred &as "USER". WITNESSETH: of Atlantic Beach, Florida, hereinafter That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach. This work is generally described as Any facility maintained, repaired, erecte , and/or installed relocation or removal on thirty (30) days' notice by CITY to return receipt requested, to the following address n / I in the exercise of the privilege granted remains subject to notice to by • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described easement or property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY, including City Code Section 19-7(h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach Public Works Department, for said change within 30 days after the day of completion. • This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of easements, public right- of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by t /7/) Date Property Owner/Agenti e e of Notary Public) STATE OF FLORIDA, COUNTY OF DUVAL �cc'� r The foregoing instrument was acknowledged this day of PFJ Uy% —,20 by 41 l\ n n Q -t' 1 Qp i ,who personally appeared before me and of Signer) ',► %ply signed the instrument voluntarily for the purpose expressed in it. CL Signature of NotaryPubric, State oFlori a Department Approval: Personally Known Produced Identification (Type) C 1 5 O (05 i4'-1�/� — Scott Williams, Public Works Director Py Vic, TONI GINDLESPERGER ;- MY COMMISSION # FF 924951 0:\Public Works\ADMIN\Revocable crpathtnp�ABWJ%bar 6, 2019 Revision Date: 8/31/18 I "— o?•I Bonded Thru NWary Public Unde:w6tm SURVEY INTY 12th 5TREET TAM � +a '-'5M'4yw2002,rm OFFICE COPY _ 3 2`37"5 + • W � 98.9C AM) 3 � 3 M 0%5Z4x ( 177-64'(WA) M 83'5 S !1� 5Z � . AA, ►(*0 w O h FAJU Of LOT 8 H c f eCK 43 ' i 9 6"3r 14Y E 176.0 �' MU o 5 90bOV0' W 230.49F N) 0 R (ASSLOA l aroere lirr 1 mow re+ •10 b to am of Det it 'Apr� 10 sAoftAoew" W CP# "! CAM004k 3WAXI" Ib „ r*�► a parr =_ *�•,t .� Waft $, "m GrWo NC SCAtl *Alb 4rtbet w*MWrRO &AWW ,rpt wn 1 30 Imet U t m mo Mtaw 10wy to pow" opw wM+ M X14 AMM Iii fM�11, vm r M1AM1 �► �11� INM�1A IaM�!►M MMr frr s - PART V LOT 7 "+a ... a We i 9 6"3r 14Y E 176.0 �' MU o 5 90bOV0' W 230.49F N) 0 R (ASSLOA l aroere lirr 1 mow re+ •10 b to am of Det it 'Apr� 10 sAoftAoew" W CP# "! CAM004k 3WAXI" Ib „ r*�► a parr =_ *�•,t .� Waft $, "m GrWo NC SCAtl *Alb 4rtbet w*MWrRO &AWW ,rpt wn 1 30 Imet U t m mo Mtaw 10wy to pow" opw wM+ M X14 AMM Iii fM�11, vm r M1AM1 �► �11� INM�1A IaM�!►M MMr frr G 0A511'&ci`00 N I'Ve ='rOccAa SP1 — COVER SHEET/ SITE LAYOUT 1 — 1st. & 2nd. FLOOR PLAN 2 — 3rd. FLOOR PLAN & WALL SECTION 3 — EXTERIOR ELEVATIONS 4 — ROOF LAYOUT & FLR. COVERAGE E1 — 1st. & 2nd. FLR. ELEC. FIXTURE LAYOUT E2 - 3rd. FLR. ELEC. FIXTURE LAYOUT F1 — TYP. FLASHING DETAILS S1.0 — STRUCTURAL -CURRENT FLORIDA BUILDING CODE -CURRENT PLUMBING FBC -CURRENT MECHANICAL FBC -CURRENT FIRE PREVENTION CODE -CURRENT NATIONAL ELECTRIC CODE -CURRENT LAND DEVELOPMENT CODE �Pn PW ic_ 4m DePm V- f -4 A KLt)llJENllAL FJHUJE!l FQH!� 1132 Beach Avenue Atlantic Beach, Florida 32223 -WIND SPEED = 130 M.P.H. -THIS BUILDING IS NOT IN THE WIND-BORNE DEBRIS REGION. -EXPOSURE CLASSIFICATION = ENCLOSED BUILDING -BUILDING CLASSIFICATION = CATEGORY II (RESIDENTIAL) -OCCUPANCY CLASSIFICATION: GROUP R3 (RESIDENTIAL) -CONSTRUCTION TYPE: 5B (UNPROTECTED, UNSPRINKCLERED) -All electrical wiring to be in accordance with current NEC. Provide aro-fault circuit interrupters in accordance with 210.12 -A foundation survey shall he performed and a copy of the survey shall be on site for the building inspectors use prior to framing inspection. Ilth. AVENUE STREET -b 2 w z .II 2,520 5F. BUILDINS PAD AR •2bbb 5F. IMPERVIOUM S ARBA !250 5P. TOTAL O AREA •5,534 S.F. TOTAL LAT AREA 42% SUIMINS f.OVERASE ,0295 C�W­ •0295.0495 (M—EBYIOUS ASE62 �. Pooi o..yn � Ioratlon .ha+n 5. —rrq�m•hi by ourn• NOTE:_. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE 5 WRE SHALLrollON THE w ~. GITF POR suILDLNG ] I s I�:IS F PRIOR Site Plan TO FRAMI I Sub AS NOTED �om hbbhbhh,� Project Name: Project Address: OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA r e u�enn��i�inu inn e u i ■e Permit As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide roduct a roval ma be obtained at: www floridabuildin or . Category/Subcategory Manufacturer Product Description Limitation of Use State # Local # A. EXTERIOR DOORS 1. Swinging e r > 2. Sliding .. .................... .... 3. Sectional ' 4. Roll up 5. Automatic 6. Other B. WINDOWS ........... 1. Single hung 2. Horizontal slider 3. Casement ........... 4. Double hung 5. Fixed V.\U(11 C d 1,54 6. Awning 7. Pass-through 8. Projected 9. Mullion 0. Wind breaker Dual action 12. Other Category/Subcategory Manufacturer Product Description Limitation of Use State # Local 4 C. PANEL WALL 1. SidingLd S " 2. Soffits } Vh Y► 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 1 hu rL 1c6 '1Y' 2. Underlayments 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 (.0 v� 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 FJ 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use State # Local # H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) �"A"qI-e' 6 11 al (Signature) Company Name: � 1,1 Mailing Address: t4iI l alcrtw-n 1 1 • City: ?cj%) State: F-j�- , Zip Code: Z� � Telephone Number:( )"/ T 7 — l 756 Fax Number: ( ) Cell Phone Number: ( ) E-mail Address: Lce I Jlk�x a m e a DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES SECTION: 06 16 00— SHEATHING OFFICE COPY DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 46 46— FIBER -CEMENT SIDING REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 EVALUATION SUBJECT: HARDIESHINGLE TM (NEW HARDIESHINGLE®) PANELS, HARDIEPLANKTM LAP SIDING, ARTISAN° LAP SIDING, AND HARDIESHINGLETM (NEW HARDIESHINGLE°) INDIVIDUAL SHINGLES ICC ICC ICC � C'Q PMG cLISTED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPQ Award in Excellence" A Subsidiary of ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not scc" bd specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a t recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as IS011EC 17065 to any finding or other matter in this report, or as to any product covered by the report. PrWlutl Cent � Body Copyright c 2018 ICC Evaluation Service, LLC. All rights reserved. ICC -ES Evaluation Report ESR -2290 Reissued March 2018 This report is subject to renewal March 2020. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 16 00—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 46 46—Fiber-Cement Siding REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 (800) 942-7343 www.aameshardie.com info(&iameshardie.com EVALUATION SUBJECT: HARDIESHINGLETM (NEW HARDIESHINGLE®) PANELS, HARDIEPLANKTM LAP SIDING, ARTISAN® LAP SIDING, AND HARDIESHINGLETM (NEW HARDIESHINGLE11) INDIVIDUAL SHINGLES 1.0 EVALUATION SCOPE 1.1 Compliance with the following codes: ■ 2015, 2012, 2009 and 2006 International Building Code® (IBC) ■ 2015, 2012, 2009 and 2006 International Residential Code® (IRC) ■ 2013 Abu Dhabi International Building Code (ADIBC)t tThe ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC. Properties evaluated: ■ Weather protection ■ Structural ■ Types I, II, III, and IV (noncombustible) construction ■ Fire -resistance -rated construction ■ Thermal resistance 1.2 Evaluation to the following green standards: 2015, 2012 and 2008 ICC 700 National Green Building StandardTM (ICC 700-2012 and ICC 700-2008) Attributes verified: See Section 3.1 2.0 USES James Hardie fiber -cement panels, plank lap siding, and cladding shingles are used as exterior wall covering. The products comply with IBC Sections 1404.10 and IRC Section R703.10. The products may be used on exterior walls required to be of Type I, II, III or IV construction (IBC). 3.0 DESCRIPTION 3.1 General: The exterior sidings are single -faced, cellulose fiber– reinforced cement (fiber -cement) products. Exterior sidings are identified as HardieShingleTM (New HardieShingle') panels, HardiePlankTM' (CemplanO, PrevailTM, and RFC) lap siding, Artisan® Lap Siding, and HardieShingleTM' (New HardieShingle') individual shingles. The products comply with ASTM C1186, as Grade II, Type A; have a flame -spread index of 0 and a smoke - developed index of 5 when tested in accordance with ASTM E84; and are classified as noncombustible when tested in accordance with ASTM E136. Thermal conductance (K) and resistance (R) values for the products are as shown in Table 2 of this report, based on testing in accordance with ASTM C177. The attributes of the fiber -cement sidings have been verified as conforming to the provisions of (i) ICC 700-2012 Sections 602.1.6 and 11.602.1.6 for termite -resistant materials; and (ii) ICC 700-2008 Section 602.8 for termite -resistant materials. Note that decisions on compliance for those areas rest with the user of this report. The user is advised of the project -specific provisions that may be contingent upon meeting specific conditions, and the verification of those conditions is outside the scope of this report. These codes or standards often provide supplemental information as guidance. 3.2 Siding: HardieShingleTM (New HardieShingle') panels, HardiePlankTM (Cemplanke, PrevailTM, and RFC) lap siding, Artisan® Lap Siding, and HardieShingleTM (New HardieShingle') individual shingles are supplied either unprimed or primed for subsequent application of a compatible primer and/or exterior -grade top coat. Nominal product dimensions are noted in Table 1. The products are available in a variety of finish textures. HardieShingle TM panels are offered in three configurations: half -round, staggered -edge, and square -edge. New HardieShinglee individual shingles are offered in two configurations: staggered -edge and square -edge. ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report Copyright® 2018 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 27 ESR- 2290 1 Most Widely Accepted and Trusted Page 2 of 27 3.3 Fasteners: Fastener type, size, spacing and installation method must be as shown in the tables of this report. Fasteners must be made from corrosion -resistant steel. 4.0 DESIGN AND INSTALLATION 4.1 Design: Walls: The maximum basic wind speeds for positive or negative transverse load resistance of HardieShingleTM (New HardieShinglel) panels, HardiePlankTM (Cemplank®, PrevailTm, and RFC1) lap siding, Artisan® Lap Siding, and HardieShingleTm (New HardieShinglea) individual shingles are presented in Tables 3 through 13. 4.2 Installation: 4.2.1 General: Installation must comply with this report, and a copy of this report must be available at all times on the jobsite during installation. All products may be cut to shape on-site by the score -and -snap method using a score -and -snap knife, a hand guillotine or a handsaw utilizing a carbide blade. A clear distance of 6 inches (152 mm) must be maintained between the siding and the earth. Unless otherwise noted in this report, the products must be installed in accordance with 2015 and 2012 IBC Section 1405.16; 2015 and 2012 IRC Section R703.10; 2009 IBC Sections 1405.16; ; 2009 IRC Section R703.10; 2006 IBC Sections 1405.15 and 1405.16; or 2006 IRC Section R703.10, as applicable. 4.2.2 HardieShingleTm (New HardieShingle®) Panels: When installation is on wood or metal framing members, with or without wood structural panel sheathing, a water -resistive barrier must be applied over the wood or metal framing members or wood structural panel sheathing in accordance with the applicable code. The panels must be fastened in accordance with the provisions of Table 4 of this report. A'/8 -inch (3.2 mm) gap must be left at locations where the siding butts against door and window trim and at internal or external corners; such gaps must be flashed in accordance with the applicable code, then caulked. Vertical joints must occur over framing members and must be sealed with caulking or covered with battens. Horizontal joints must be flashed with metal Z -flashing and occur over solid blocking or wood structural panel sheathing. 4.2.3 HardiePlankTm (Cemplank®, PrevailTm, and RFC®) Lap Siding: When installation is on wood or metal framing members, with or without wood structural panel sheathing, the lap siding must be fastened either through the overlapping planks (face nailed) or through the top edge of single planks (blind nailed) in accordance with the provisions of Table 4 of this report. A water -resistive barrier must be applied over wood or metal framing members or wood structural panel sheathing in accordance with the applicable code. Lap siding installed over walls constructed of concrete masonry units complying with ASTM C90 must be applied in accordance with Tables 5 through 10. The lap siding requires the use of a starter strip to set the first course on the proper angle and to create a drip edge. Vertical joints must occur over studs, except where the "off -stud splice device" is installed or where the planks are installed to wood structural panel sheathing complying with the applicable code, and must be staggered on subsequent courses. Where the "off -stud splice device" is installed, the splice device's bottom lip must be placed over the adjacent solid course of planks. The plank must then be fastened to the framing with corrosion -resistant fasteners. The abutting plank must be positioned and fastened into place ensuring that the lower edges of the two planks align. The metal device must be located centrally over the vertical joint. Vertical joints between planks must be lightly butted or gapped and must be protected by one of the following methods: (a) sealed with caulking in accordance with the caulk manufacturers published gapping requirements and caulking application instructions; or (b) covered with an H -section joint cover; or (c) located over a strip of non -perforated flashing complying with ASTM D226, Type I felt, or other approved flashing. Trim and comers must be installed and the siding must be finished in accordance with the manufacturers application instructions. A 1/8 -inch (3.2 mm) gap must be left at locations where the siding butts against door and window trim and at internal or external corners; such gaps must be flashed in accordance with the applicable code, then caulked. Horizontal joints must be flashed with Z -flashing and occur over solid blocking or wood structural panel sheathing. 4.2.4 Artisan Lap Siding: When installation is on wood or metal framing members, with or without wood structural panel sheathing, the lap siding must be fastened through the top edge of single planks (blind nailed) in accordance with the provisions of Table 4 of this report. A water - resistive barrier must be applied over wood or metal framing or wood structural panel sheathing in accordance with the applicable code. Lap siding installed over walls constructed of concrete masonry units complying with ASTM C90 must be applied in accordance with Tables 5 through 10. The lap siding requires the use of a starter strip to set the first course on the proper angle and to create a drip edge. Vertical joints must be made off -stud by means of the tongue and groove joint. Tongue and groove joints may be located centrally between studs but no closer than 4 inches (102 mm) from the edge of a stud. Nails must not be placed within 2 inches (51 mm) of the tongue and groove at the end of the planks. Vertical joints must be staggered on subsequent courses. The plank must then be fastened to the framing with corrosion -resistant fasteners. Vertical joints between planks must be lightly butted and must be located over a strip of non -perforated flashing complying with ASTM D226, Type I felt, or other approved flashing. Trim and comers must be installed and the siding must be finished in accordance with the manufacturer's application instructions. A 1/8 -inch (32 mm) gap must be left at the locations where the siding butts against door and window trim and at internal or external corners; such gaps must be flashed in accordance with the applicable code, then caulked. Horizontal joints must be flashed with Z -flashing and must occur over solid blocking or wood structural panel sheathing. 4.2.5 HardieShingleTm (New HardieShingle') Individual Shingles: When installed on wood structural panel sheathing, the cladding shingles are fastened in accordance with the provisions of either Table 11, 12, or 13 of this report. A water -resistive barrier in accordance with the applicable code must be applied over the wood -based sheathing substrate to which the shingles are attached. The individual shingles require the use of a starter strip to set the first course on the proper angle and to create a drip edge. The nominally 11/4 -inch -wide -by -1/4 -inch -thick starter strip and a minimum 81/4 -inch -wide (210 mm) HardiePlankTm (Cemplank®, PrevailTm, and RFC) lap siding starter course are installed over the water -resistive barrier with the bottom of the starter strip and starter course even with the bottom of the bottom plate. Shingles are spaced a maximum of /4 inch (6.4 mm) apart, leaving a minimum side lap of 11/2 inches (38 mm) between the joints of successive courses. Fasteners must be spaced a minimum of 3/4 inch (19 mm) and a maximum of 1 inch ESR- 2290 1 Most Widely Accepted and Trusted Page 3 of 27 (25.4 mm) from shingle edpes and must be positioned to be covered a nominal 1 /4 inches by the succeeding shingle course; for 12 -inch -wide (305 mm) shingles, the third nail (see Table 14) must be installed mid -span of the shingle. Nails must secure shingles but must not be over -driven. Trim and comers must be installed and the shingles must be finished in accordance with the manufacturer's application instructions. A'/8 -inch (3.2 mm) gap must be left at locations where the shingle butts against door and window trim and at internal or external corners; such gaps must be flashed in accordance with the applicable code, then caulked. Horizontal joints must be flashed with Z -Flashing. 4.3 Fire -resistance -rated Wall Assembly (HardiePlankTTM Lap Siding): The asymmetrical, load-bearing, one-hour fire -resistance - rated wall assembly must consist of nominally 2 -by -4 wood studs spaced a maximum of 24 inches (610 mm) on center, with two top plates and a single bottom plate. One layer of 5/6 -inch -thick (15.9), Type X, gypsum wallboard complying with ASTM C36 or ASTM C1396, 48 inches (1219 mm) wide, must be applied vertically to the interior face of the studs and secured with minimum 13/4 -inch -long (44 mm) cup -head gypsum wallboard nails, spaced 7 inches (178 mm) on center at board edges and intermediate framing members. All board joints must be backed by framing. The 5/8 -inch -thick (15.9 mm), Type X, gypsum wallboard joints and nail heads must be finished in accordance with ASTM C840 or GA216. The exterior face of the wall must be covered with one layer of /2 -inch -thick (12.7 mm), Type X, water-resistant core treated gypsum sheathing complying with ASTM C36 or ASTM C1396 and one layer of maximum 12 -inch -wide (305 mm) HardiePlankTM (Cemplank®, PrevailT"' and RFC1) lap siding lapped a minimum of 11/4 inches (32 mm). The '/2 -inch -thick (12.7 mm), Type X, water-resistant core - treated gypsum sheathing must be applied vertically to the exterior side of the framing members with vertical edges staggered 24 inches (610 mm) from the joints on the opposite side. All board joints must be backed by framing. The 1/2 -inch -thick (12.7 mm), Type X, water-resistant core -treated gypsum sheathing must be fastened to the framing members with 13/4 -inch -long (44 mm) roofing nails spaced 7 inches (178 mm) on center in the field and 4 inches (102 mm) on center along the perimeter of each board. The outer layer of 5/16 -inch -thick (7.5 mm), minimum 12 -inch -wide (305 mm) HardiePlank rm (Cemplank®, PrevailTM, and RFC lap siding must be applied over the 1/2 -inch -thick (12.7 mm), Type X, water-resistant core -treated gypsum sheathing by attaching 11/2 -inch -wide (38 mm) HardiePlankT11 (Cemplank®, PrevailTm, and RFC 11) starter strips through the gypsum sheathing into the bottom plate and 12 -inch -wide (305 mm) HardiePlank rm (Cemplank®, PrevailTM, and RFC) lap siding applied horizontally with a minimum nominally 1'/4 -inch head lap, and fastening with a single 6d corrosion -resistant common nail driven through the lapped planks into each stud. The axial load must be the lesser of the following, provided structural consideration for axial, flexural and bearing perpendicular -to -grain stresses is in accordance with ANSI/AWC NDS -2015 for the 2015 IBC and IRC; ANSI/AF&PA NDS -2010 for the 2012 IBC or IRC (-2005 for the 2009 and 2006 IBC or IRC): 1. Maximum 100 percent of full allowable axial compressive design load permitted for the wood species. 2. Maximum allowable wood axial stress of 0.78 Fc, which must not exceed 0.78 Fc at a slenderness ratio le/d of 33. 5.0 CONDITIONS OF USE The HardieShingleTm (New HardieShingle') panels, HardiePlankTM (Cemplank®, Prevail"m, and RFC) lap siding, Artisan® Lap Siding, and HardieShingleTm (New HardieShingle'� individual shingles described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 James Hardie® Building Products, Inc, products listed in this report must be installed in accordance with this report and the manufacturer's published installation instructions. In the event of a conflict between this report and the manufacturer's instructions, this report governs. 5.2 HardieShingle TM (New HardieShingle') panels, HardiePlankTm icemplanke, PrevailTM, and RFC) lap siding, Artisan Lap Siding, and HardieShingleTm (New HardieShingle') individual shingles must be installed on exterior walls braced in accordance the applicable code. 5.3 Design wind speeds applied to James Hardie® sidings described in this report must be determined in accordance with the applicable code and must be less than those shown in the wind speed tables in this report. 5.4 The sidings must be installed over a code -complying water -resistive barrier and as noted in this report. 5.5 For use in fire -resistance -rated construction, installation must be in accordance with Section 4.3. 5.6 Flashing must be installed at all penetrations and terminations in accordance with the applicable code. 5.7 Under the 2015 or 2012 IBC, Section 1403.5, installation on exterior walls of buildings of Type I, II, III, and IV construction is limited to buildings that are not greater than 40 feet in height above grade plane and that feature a combustible water -resistive barrier. 5.8 The products are manufactured at the following locations, with quality control inspections by ICC -ES: • Cleburne, Texas • Peru, Illinois • Plant City, Florida • Pulaski, Virginia • Sparks, Nevada • Tacoma, Washington • Waxahachie, Texas • Fontana, California • Summerville, South Carolina 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC -ES Acceptance Criteria for Fiber Cement Siding Used as Exterior Wall Siding (AC90), dated June 2012 (editorially revised September 2015). 7.0 IDENTIFICATION Pallets of the JamesHardie Building Products, Inc., HardieShingle"11 (New HardieShingle� panels, HardiePlank"m (Cemplank®, PrevailT"" and RFC1) lap siding, Artisan® Lap Siding, and HardieShingle'rm (New HardieShingle') individual shingles must carry a label bearing the manufacturer's name and telephone number, the product name, the name of the inspection agency, ICC -ES, and the evaluation report number (ESR -2290). ESR- 2290 1 Most Widely Accepted and Tnisted Page 4 of 27 TABLE 1 -STANDARD NOMINAL PANEL, PLANK AND SHINGLE DIMENSIONS PRODUCT WIDTH (INCHES) LENGTH THICKNESSES (INCHES) HardiePlank® lap siding 4, 04, 6, 04, 7'/4, 7'/2, 8, 8/4,9/4,9/2&12 12, 14 feet 5/16 Artisan" lap siding, 51/4,71/4,81/4 12, 14 feet 5/8 Cemplank® lap siding 5'/4, 6,� 61/4, 71/4, 71/2, 8, 8/4,9/2&12 12, 14 feet 5/16 Prevail?"" lap siding 5'/4, 6, 61/4, 7'/4, 71/2, 8, 8/4,9/2&12 12, 14 feet 5/16 RFC® lap siding 61/4, 71/2, 81/4, 91/2 & 12 12, 14 feet 5/16 New HardieShingle® 5 -inch exposure 48 14 inches , /4 (square & staggered edge) New HardieShingle 7 -inch exposure 48 15'/4, 157/8 inches 1/4 (square & staggered edge) Hard ieShingleTM' panel 48 16 inches , /4 (square & staggered edge) HardieShingleTm panel 48 16, 19 inches 1/4 (half round) New HardieShingle individual , 31/2, 4 /2, 5'/2, 7, 83/4 14 inches , /4 shingles 5 -inch exposure New HardieShingle® individual 3 , 3 , 4 /+e, 5 /2, 6 !4, 7 !4, 10, 151/4 inches , /4 shingles 7 -inch exposure HardieShingleTM' individual shingles 6, 8, & 12 18 inches 1/4 For Si: 1 inch = 25.4 mm, 1 ft = 305 mm. TABLE 2-"K" and "R" VALUES FOR FIBER -CEMENT PRODUCTS PRODUCT THERMAL THERMAL ACTUAL THERMAL ACTUAL THERMAL THICKNESS' CONDUCTANCE' RESISTANCE' CONDUCTANCE RESISTANCE (INCH) KEFF = (BTU/HR-FTZ'F)/INCH R = 1/KEFF (KEFF) (R) '14 1.95 0.51 7.80 0.13 5/,6 2.07 0.48 6.62 0.15 For SI: 1 inch = 25.4 mm, 1 Btu/h-ft`--°F = 5.678 W/m`-K. 'Based on 1 inch of panel thickness. 2Actual value for panel thickness shown. ESR- 2290 1 Most Widely Accepted and Trusted Page 5 of 27 TABLE 3 -MAXIMUM BASIC WIND SPEED (3 -second gust) (mph) For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph - 0.44 m/s. 'Values are for species of wood having a specific gravity of 0.40 or greater. 2For application to metal framing members, fasteners must be ET & F Fastening Systems, Inc. ET&F Panelfast! nail, ET & F No. AGS -100-0150, head diameter = 0.313 in., shank diameter = 0.100 in., length = 1.5 in. Metal studs must be maximum Fy = 33 ksi. 'For application to ASTM C90 concrete masonry unit wall, fasteners must be either ET & F Fastening Systems, Inc. ET&F block nail (ET & F No. ASM -144-0125, head dia. = 0.30 in., shank dia. = 0.14 in., length = 1.25 in.), Max System block nail (CP -C 832 W74CC, head diameter. = 0.30 in., shank diameter. = 0.15 in., length = 1.3 in.), Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.25 in.) applied at the equivalent fastener or stud spacing. °Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1 = 1.0, K_, = 1, Kd = 0.85, GC„ = 0.18., GCP -1.4. g\/6,For application to wood framing or wood -based sheathing, the minimum fastener penetration must be 1 inch into framing or the sheathing thickness as applicable. aad = nominal design wind speed. 'V„, = ultimate design wind speed. Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0. 18, GCp = -1.4. 92015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, V„sd=V„ rc q0.6 2012 IRC, 2009 2015 IBC/IRC and IBC/IRC, 2006 2012 IBC IBC/IRC (Ultimate Design (Basic Wind Wind Seed, Speed, V�..6.a) V�11'°) EXPOSURE EXPOSURE CATEGORY CATEGORY THICK FASTENER FASTENER FRAME STUD BLDG. PRODUCT (IN.) TYPE SPACING TYPE SPACING HEIGHT (IN.) (IN.) (FT.) B C D B C D HardieShingle^ 0.083" Attached to 7/16, 0-15 126 85 163 110 shank 7/16' WSP (New 1 0.187" HD wood attached to 20 121 85 156 110 HardieShingl /< x 11/2" long 13.75 structural framing per or h Panel (straight or half ring shank s panel code 40 105 85 - 136 110 - round installation) ails sheathing only 60 95 - 123 - 0.083" Attached t0 /16 0-15 105 85 136 110 HardieShingleT"1(New shank 7/16' WSP HardieShingle®), /° '0.18T' HD . 1375 ru stwood l attached to 20 105 - 136 - 40 95 123 Panel (staggered x 1 /2 long panel framing per installation) ring shank sheathing code 60 85 110 nail only 0.090" Attached t0 �/16" 0-15 158 143 130 204 185 168 20 158 139 127 204 179 164 HardieShingle'"1 shank '0.215" wood 7/16" WSP (New /4 HD 8 structural attached to 40 152 130 120 196 168 155 HardieShingle&) x 11/2 long framing per Panel ring shank shpaneeathl code 60 143 124 115 185 160 148 nail only 0.090" Attached to /,6 " 0-15 172 156 142 222 201 183 HardieShingleT"1 shank 7/16' WSP (New , '0.215" HD wood attached to 20 172 151 138 222 195 178 HardieShingle®) /4 x 1 /2 long 6 structural framing per 40 165 141 130 213 182 168 Panel ring shank sheathing code nail only 60 156 135 126 201 174 163 0.083" Nominal 2x4 or 0-15 168 137 116 217 177 150 20 168 137 116 217 177 150 HardieShingle7IA shank Min. No. (New 1 /° '0.18T' HD at each 20 ga. x 16 40 168 126 105 217 163 136 HardieShingle®) x 11/2" long stud' 3.62" x Panel ring shank 1.375" 60 158 116 105 204 150 136 nai12 Metal C -stud 0.083" Nominal 2x4l or 0-15 147 105 85 190 136 110 20 137 100 85 177 129 110 HardieShingleTM shank Min. No. (New '0.187" HD at each 20 ga. x 40 126 95 - 163 123 - HardieShingle®) /° x 11/2 long stud' 3.62" x 24 Panel ring shank 1.375" 60 116 89 150 115 - nail2 Metal C -stud For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph - 0.44 m/s. 'Values are for species of wood having a specific gravity of 0.40 or greater. 2For application to metal framing members, fasteners must be ET & F Fastening Systems, Inc. ET&F Panelfast! nail, ET & F No. AGS -100-0150, head diameter = 0.313 in., shank diameter = 0.100 in., length = 1.5 in. Metal studs must be maximum Fy = 33 ksi. 'For application to ASTM C90 concrete masonry unit wall, fasteners must be either ET & F Fastening Systems, Inc. ET&F block nail (ET & F No. ASM -144-0125, head dia. = 0.30 in., shank dia. = 0.14 in., length = 1.25 in.), Max System block nail (CP -C 832 W74CC, head diameter. = 0.30 in., shank diameter. = 0.15 in., length = 1.3 in.), Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.25 in.) applied at the equivalent fastener or stud spacing. °Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1 = 1.0, K_, = 1, Kd = 0.85, GC„ = 0.18., GCP -1.4. g\/6,For application to wood framing or wood -based sheathing, the minimum fastener penetration must be 1 inch into framing or the sheathing thickness as applicable. aad = nominal design wind speed. 'V„, = ultimate design wind speed. Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0. 18, GCp = -1.4. 92015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, V„sd=V„ rc q0.6 ESR- 2290 I Most Widely Accepted and Trusted Page 6 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)' 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, 3.s,2 V,� ) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vunloal) PRODUCT EXPOSURE EXPOSURE PRODUCTz DIMENSION IN. FASTENER TYPE FASTENING METHOD FRAME 1 e TYPE" STUD SPACING (IN.) BUILDING HEIGHT (FT.) CATEGORY CATEGORY THICK. WiDTH B C D B C D Min. No. 0-15 168 168 147 217 217 190 HardiePlank® 5/16 4 ET&F pin 0.100-1.5" 1.5" x 0.25" HD Face Nailed 20 ga. x 3.62 1.375 Metal 16 20 168 168 147 217 217 190 40 168 158 137 217 204 177 60 168 147 126 217 190 163 C -Stud Min. No. 0-15 168 168 147 217 217 190 HardiePlank® 5/16 6 ET&F pin 0.100" " 1.5" x 0.25" HD Face Nailed 20 ga. x 3.62 1.375" Metal 16 20 168 168 147 217 217 190 40 168 158 137 217 204 177 60 168 147 126 217 190 163 C -stud Min. No. 0-15 168 168 147 217 217 190 HardiePlank® 5/16 61/4 ET&F pin 0.100-1.5" 1.5" x 0.25" HD Face Nailed 20 ga. x 3.62 1.375" Metal 16 20 168 168 137 217 217 177 40 168 158 137 217 204 177 60 168 147 126 217 190 163 C -stud Min. No. 0-15 168 158 126 217 204 163 HardiePlank ® s /16 7 /4 or , 7 /2 ET&F pin 0.100" " 1.5" x 0.25" HD Face Nailed 20 ga. x 3.62" " Metal 16 20 168 147 126 217 190 163 40 168 137 121 217 177 156 60 168 126 116 217 163 150 C -stud Min. No. 0-15 168 147 126 217 190 163 HardiePlank® 5/16 8 ET&F pin 0.100-1.5" 1.5" x 0.25" HD Face Nailed 20 ga. x 3.62 " 1'375 Metal 16 20 168 147 126 217 190 163 40 168 137 116 217 177 150 60 168 126 105 217 163 136 C -Stud Min. No. 0-15 168 147 126 217 190 163 HardiePlank® 5/16 81/4 ET&F pin 0.100" " 1.5" x 0.25" HD Face Nailed 20 ga. x 3.6z'' AAAI 16 20 168 147 116 217 190 150 40 168 131 116 217 169 150 60 158 126 105 204 163 136 C -stud Min. No. 0-15 168 137 116 217 177 150 HardiePlank ® s /,6 1 91/4 or , 9 /2 ET&F pin 0.100" " 1.5" x 0.25" HD Face Nailed 20 ga. x 3.62" " Metal 16 20 168 137 116 217 177 150 40 158 126 105 204 163 136 60 147 116 105 190 150 136 C -stud Min. No. 0-15 145 131 119 187 169 154 HardiePlank® 5/16 12 ET&F pin 0.100-1.5" 1.5" x 0.25" HD Face Nailed 20 ga. x 3'62 1.375" Metal 16 20 145 127 116 187 164 150 40 139 119 110 179 154 142 60 131 114 106 169 147 137 C -stud Min. No. 0-15 160 137 116 207 177 150 HardiePlank® 5/16 4 ET&F pin 0.100" " 1.5" x 0.25" HD Face Nailed 20 ga. x 3.62 1.375" Metal 24 20 160 137 116 207 177 150 40 154 121 105 199 156 136 60 145 116 100 187 150 129 C -stud Min. No. 0-15 160 137 116 207 177 150 HardiePlank® 5/78 6 ET&F pin 0.100" " 1.5" x 0.25" HD Face Nailed 20 ga. x 3'62 1'375 Metal 24 20 160 137 116 207 177 150 40 154 121 105 199 156 136 60 145 116 100 187 150 1 129 C -stud ESR- 2290 1 Most Widely Accepted and Trusted Page 7 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)' (Continued) 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, V.2,9,12) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, Vutt ) PRODUCT PRODUCT DIMENSIONIN. FASTENER . TYPE FASTENING METHOD FRAME 1 e TYPE" STUD SPACING (IN.) BUILDING HEIGHT (FT.) B EXPOSURE CATEGORY C D EXPOSURE CATEGORY B C D THICK. WIDTH Min. No. 0-15 160 137 116 207 177 150 HardiePlank® 5/16 61/4 ET&F pin 0.100-1.5" 1.5" x 0.25" HD Face Nailed 20 g x a. 3'62 1'375 Metal 24 20 160 126 110 207 163 142 40 147 121 105 190 156 136 60 137 116 95 177 150 123 C -Stud Min. No. 0-15 160 116 100 207 150 129 HardiePlank ® 5/16 7 /4 or , 7 /Z ET&F pin 0.100" "1.5" x 0.25" HD Face Nailed 20 g x a. 3.62" " Metal 24 20 158 116 95 204 150 123 40 137 105 89 177 136 115 60 126 95 89 163 123 115 C -stud Min. No. 0-15 160 116 95 207 150 123 HardiePlank® 5/16 8 ET&F pin 0.100-1.5" 1.5" x 0.25" HD Face Nailed 20 ga. x 3"62 1'375 Metal 24 20 158 116 95 204 150 123 40 137 105 89 177 136 115 60 126 95 85 163 123 110 C -stud Min. No. 0-15 158 116 95 204 150 123 HardiePlank® 5/16 81/4 ET&F pin 0.100" . 1.5" x 0.25" HD Face Nailed 20 ga. x 3.6Z'' 1'375 Metal 24 20 158 105 95 204 136 123 40 137 100 85 177 129 110 60 126 95 85 163 123 110 C -stud Min. No. 0-15 147 105 85 190 136 110 ® HardiePlank 5/16 1 9/4 or , 9 /z 0.100" " ET&F pin 1.5" x 0.25" HD Face Nailed 20 ga. x 3.62" Metal 24 20 147 105 85 190 136 110 40 126 95 85 163 123 110 60 126 95 - 163 123 - C -stud Min. No. 0-15 106 96 87 137 124 112 HardiePlank® 5/16 12 ET&F pin 0.100" " 1.5" x 0.25" HD Face Nailed 20 ga. x 3'62 1.375" Metal 24 20 106 93 85 137 120 110 40 102 87 - 132 112 - 60 96 - - 124 - - C -stud 0-15 158 126 105 204 163 136 HardiePlank® 5/16 4 ET&F pin 0.100-1.5" 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 3'62 1.375" 16 20 158 121 100 204 156 129 40 147 110 95 190 142 123 60 137 105 95 177 136 123 0-15 158 126 105 204 163 136 HardiePlank® 5/16 6 ET&F pin 0.100-1.5" 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 3'62 1.375" 16 20 158 121 100 204 156 129 40 147 110 95 190 142 123 60 137 105 95 177 136 123 0-15 168 116 100 217 150 129 HardiePlank® 5/16 61/4 ET&F pin 0.100"' 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 3'62 1.375" 16 20 158 116 95 204 150 123 40 137 105 89 177 136 115 60 126 100 85 163 129 110 0-15 147 105 85 190 136 110 HardiePlank® 5/16 71/4 or 71/2 ET&F pin 0.100" " 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 1.37 5„ 16 20 137 100 85 177 129 110 40 121 89 - 156 115 60 110 85 - 142 110 ESR- 2290 1 Most Widely Accepted and Trusted Page 8 of 27 TABLE 4 -MAXIMUM BASIC WIND SPEED (mph)' (Continued) 2012 IRC, 2009 2015 IBC/IRC and IBCIIRC, 20061BC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design v-2a Wind Speed, ,9,12) Vun1o,11) PRODUCT PRODUCT DIMENSIONIN. FASTENER TYPE FASTENING METHOD 2 FRAME 1 a TYPE" STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE EXPOSURE CATEGORY CATEGORY THICK. WIDTH B C D B C D 0-15 137 95 85 177 123 110 HardiePlank® 5/16 8 ET&F pin 0.100-1.6' 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 3.62 " 1.375" 16 20 126 95 - 163 123 - 40 116 85 150 110 60 105 85 136 110 0-15 137 95 j 177 j 123 HardiePlank® 5/16 81/4 ET&F pin 0.100" ' 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 3"62 1.375" 16 20 126 95 163 123 40 116 85 150 110 60 105 - 136 - 0-15 158 110 95 204 142 123 HardiePlank® 5/16 4 ET&F pin 0.100-1.6' 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 3'62 1.375" 24 20 147 105 j 85 190 136 110 40 126 95 85 163 123 110 80 121 95 - 156 123 - 0-15 158 110 95 204 142 123 HardiePlank® 5/16 6 ET&F pin 0.100" " 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 3'62 1.375" 24 20 147 105 85 190 136 110 40 126 95 85 163 123 110 60 121 95 - 156 123 - 0-15 147 105 85 190 136 110 HardiePlank®5/,6 61/4 ET&F pin 0.100" " 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 3'62 1.375" 24 20 137 100 85 177 129 110 40 126 95 - 163 123 - 60 105 89 - 136 115 - 0-15 137 95 85 177 123 110 HardiePlank ® s /16 71/4 or 71/2 ET&F pin 0.100" ' 1.5" X'0.313" HD Blind Nailed Min. No. 20 ga. x 1:375„ 24 20 126 95 - 163 123 - 40 116 85 150 110 60 105 85 136 110 0-15 126 85 163 110 HardiePlank® 5/16 8 ET&F pin 0.100-1.5" 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 3'62 1.375" 24 20 116 85 150 110 40 100 - 129 - 60 95 123 0-15 116 - 150 HardiePlank® 5/16 81/4 ET&F pin 0.100" " 1.5" x 0.313" HD Blind Nailed Min. No. 20 ga. x 3'62 1.375" 24 20 105 136 40 95 123 60 85 110 - 0-15 170 170 158 219 219 204 HardiePlank® 5/16 5.25 6d common Face Nailed Through 2X4 16 20 170 169 154 219 218 199 170 157 145 219 203 187 plank overlap wood 60 170 151 140 219 194 180 0-15 170 155 141 219 200 182 HardiePlank® 5/ 16 6.25 6d common Face Nailed Through 2X4 16 20 170 151 138 219 195 178 plank overlap wood 40 164 140 130 218 181 167 60 155 135 125 207 1 174 161 m a y 12 b C m d 7 C C O U L a E 0 W W a D Z 9 U CO) Q m a 4 W J m C Q tD W W W W W K7 M N M M N N co M O M t0 N (�pp (D N W M W h O N N M N M N M 0 N O N M M W C cm ` r r r r r r r r Q' m G0 V N d VlF? m 0 U Co) W 1� W O 0 O) 0 < n N W W 0 N N W W O O W M f� W 10 M I- m o E c> N N O U0, a F r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r W U O M aa u7 uy�� pppp O h t0 m N N M M N n O) p N N N O O W 1n W W N N N W t�pp N M O M W OD W f� !D W fD iD 'Q W W U1 O r r N N r r r r r r r r r r r r r r U O O�W N N W W N M N W N N W W O W fD O fD O O O N O OW/ O h O O N 07 W N W N W O N O W O MN O M OMi M O O O _ C4;;W^ W > �O C> g C O R' N S^a y C� a H U N W M W N M N O) M W M N O N O M N cD M N N O M N D1 W O N f� Of O W O N W M W N M N f� N M N LL7 O W N O O O M O N O d0 O NU cS>> wU N A m m m Or ur) Wr NRr MNr N M �rrrOr M M W co W O N O O f� h h N W WN WN ON M rrr rrrOr 2 f" 2 .... _ W .... d N 0 t 0 W '° d 00 N 0 W 6 o N o pp (O d 0 N 0 V 0 W 0 N 0 a 0 0 � o N o R pp tD ' d o N 0 w o �O 1q d pp N o V 0 0 0 6 0 N 0 V 0 tD ° d pp N o v 0 co 72 m c� aZ (D fD N N N N y a ... 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M �f) m v st cmc m yN W O) M Of 0 O) a0 c0 Q1 CO W co 8 fG+:- N—fnn w I d' G' U g C t to 0 0 U O O co O W r` O () O M O O O O O O O O O O O O M O ao n0 N N v O co N IL L O 0) NU C)> WU N Iytt m m moo N N (1) O O O O O O � O r• O r` O r• O r` O r` O r` O r` O r` O r O r` O r` O r• O r` O � O r` O r` O r` O r` O r• r` t0 O r` O n O r` r r r r r r r r r r r r r r r OOi r r r r r r r r r r r r r r r r r r r r r r r r z~ 2 -- a 0 0 0 ) 0 0 o O o 0 0 0 0 0 t0 ") 0 N 0 R 0 0 0 N 0 0 O ") 0 N 0 0 O 0 N V. R 0 t0 N (0 Q 0 N 0 V 0 tD 5x m c� U Z Naas N N N N (D (D (D co t0 O N wm LU v vX Xv Xv Xv vvX �xv( XXv xxv XXv } F tXvN N N N N N N N N ?� o. �LL a �LL a LL a �L'OC O_ �L t a �L'C a �_L n �_ LL a LL a L L ZO W x a3 7 Z) Q O @ 7 Z Q O N 7> Z O, a1 7 > z O O a1 7 Z) O O @ 7> Z O O yL f0 m> Z O O (0 7> Z O O 7> Z O O 7 Z O O rnW F)LY m P;LY m SLY m OLY m PJLY m SLY m �LY m Y3LY m P;LY m PjLY m ¢� LL 10~ LL �. m� LL G (o LL a cc, LL n m� LL a @F LL a �� LL CL m� LL c� U. a m� U-D. W W E c E E c E E c E E E E E E wa H � E 8 E 8 E 8 E 8 E 8 E 8 E 8 E 8 E 8 E 8 a LL co co co t0 -o t0 co (0 a m co au a co a ro a co a co Z_ UZ x dp N co N 0) N °' N ui N (0 N N U� ^ M N 00 Oy a W Y F Y Y Y Y Y Y Y Y Y Y 0 m m 4) m m m m a) m m a. m a) m m � aa) P aa) P a aa) P aa) P aa) P aa) P a P P L a x x x x x x x x x x ESR- 2290 1 Most Widely Accepted and Trusted Page 11 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)' (Continued) 2012 IRC, 2009 IBC/IRC, 2006 IBC/IRC (Basic Wind Speed, s'12 v,.a ' ) 2015 IBC/IRC and 2012 IBC (Ultimate Design Wind Speed, 10,11 Vutt) PRODUCT PRODUCT DIMENSIONIN. FASTENER TYPE FASTENING METHOD z FRAME TYPE" STUD SPACING (IN.) BUILDING HEIGHT (FT.) B EXPOSURE CATEGORY C D EXPOSURE CATEGORY B C D THICK. WIDTH HardiePlank® 5/16 9.25 8d common Face Nailed Through plank overlap 2X4 Wood 16 0-15 169 153 139 218 198 179 20 169 149 136 218 192 176 40 162 138 128 209 178 165 60 153 133 123 198 172 159 HardiePlank® 5/16 9.5 8d common Face Nailed Through plank overlap 2X4 Wood 16 0-15 166 151 137 214 195 177 20 166 146 134 214 188 173 40 159 136 126 205 176 163 60 151 131 121 195 169 156 HardiePlank® 5116 5.25 8d common Face Nailed Through plank overlap ?X4 Wood 24 0-15 160 145 132 207 187 170 20 160 141 129 207 182 167 40 154 131 121 199 169 156 60 145 126 117 187 163 151 HardiePlank® 5/16 6.25 8d common Face Nailed Through plank overlap 2X4 Wood 24 0-15 160 145 132 207 187 170 20 160 141 129 207 182 167 40 154 131 121 199 169 156 60 145 126 117 187 163 151 HardiePlank® 5/16 7.25 8d common Face Nailed Through plank overlap 2X4 Wood 24 0-15 159 144 131 205 186 169 20 159 140 128 205 181 165 40 153 130 120 198 168 155 60 144 125 116 186 161 150 HardiePlank® 5/16 7.5 8d common Face Nailed Through plank overlap 2X4 Wood 24 0-15 156 141 128 201 182 165 20 156 137 125 201 177 161 40 150 128 118 194 165 152 60 141 123 114 182 159 147 HardiePlank® 5/16 8 8d common Face Nailed Through plank overlap 2X4 Wood 24 0-15 150 136 123 194 176 159 20 150 132 121 194 170 156 40 144 123 113 186 159 146 60 136 118 109 176 152 141 HardiePlank® 5/16 8.25 8d common Face Nailed Through plank overlap 2X4 Wood 24 0-15 147 134 121 190 173 156 20 147 130 118 190 168 152 40 141 121 111 182 156 143 60 134 116 108 173 150 139 HardiePlank® 5/16 9.25 8d common Face Nailed Through plank overlap 2X4 Wood 24 0-15 138 125 113 178 161 146 20 138 121 111 178 156 143 40 132 113 104 170 146 134 60 125 108 101 161 139 130 HardiePlank® 5/16 9.5 8d common Face Nailed Through plank overlap 2X4 Wood 24 0-15 136 123 112 176 159 145 20 136 120 109 176 155 141 40 130 111 103 168 143 133 60 123 1 107 99 159 138 128 ESR- 2290 1 Most Widely Accepted and Trusted Page 12 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)' (Continued) 2012 IRC, 2009 2015 IBC/IRC and IBC/IRC, 2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design a.e.,: Wind Speed, V„� ) V un,o.,,) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY TYPE 4 METHOD z TYPE"' THICK. WIDTH (IN.) (FT.) B C D B C D Min. No. 0-15 168 168 137 217 217 177 s/,6 No. 8-18, 1-5/8" long x Face 20 ga. x 3.62" " 20 168 158 137 217 204 177 HardiePlank° 4 0.323" HD Screwed 1.375" 16 ribbed bugle Metal C - 40 168 147 131 217 190 169 head screw stud 60 168 137 126 217 177 163 0-15 168 168 137 217 217 177 6/16 No. 8-18, 1-5/8" long x Face Min. No. 0 ga X 20 168 158 137 217 204 177 HardiePlank° 6 0.323" HD 16 40 168 147 131 217 190 169 ribbed bugle Screwed head screw 1 375„ 60 168 137 126 217 177 163 0-15 168 168 137 217 217 177 ® s No. 8-18, 15/8' long x Face Min. No. 20 ga. x 20 168 158 137 217 204 177 HardiePlank /,6 6 /, 0.323" HD Screwed 3.62" " 16 ribbed bugle 1 375„ 40 168 147 126 217 190 163 head screw 60 168 137 121 217 177 156 0-15 168 147 126 217 190 163 s/16 71/4 or No. 8-18, 15/8' long x Face Min. No. 20 ga. x 20 168 147 121 217 190 156 HardiePlank° 71/2 0.323" HD Screwed 3-62"' 16 ribbed bugle 1.375" 40 168 131 116 217 169 150 head screw 60 168 126 105 217 163 136 0-15 168 147 126 217 190 163 5/16 No. 8-18, 1-'%" long x Face 20. n a x 20 168 147 121 217 190 156 HardiePlank® 8 0.323" HD Screwed 3 6r' , 16 ribbed bugle 1 375„ 40 168 131 116 217 169 150 head screw 60 158 126 105 204 163 136 0-15 168 147 126 217 190 163 ® s , No. 8-18, 15/8' long x Face Min. x 2 ga. x 20 168 137 121 217 177 156 HardiePlank /,6 8 /, 0.323" HD . ' 16 40 168 131 116 217 169 150 ribbed bugle Screwed 3.. 62" head screw 1.375" 60 158 121 105 204 156 136 0-15 168 137 116 217 177 150 No. 8-18, Min. No. ® s 9 /4 or 15/8' long x Face 20 ga. x 20 168 131 110 217 169 142 HardiePlank /,6 91/2 0.323" HD Screwed 3.62" ' 16 ribbed bugle 1 375„ 40 158 121 105 204 156 136 head screw 60 147 116 100 190 150 129 0-15 168 126 105 217 163 136 No. 8-18, 15/e' long x Min. No. 20 168 121 95 217 156 123 HardiePlank° 6/16 12 0.323" HD Face 20 ga. x 16 40 137 110 95 177 142 123 ribbed bugle Screwed 3.62"' head screw 1.375" 60 137 105 89 177 136 115 0-15 160 137 116 207 177 150 No. 8-18, Min. No. 6/,6 15/8' long x Face 2 ga. x 20 160 137 116 207 177 150 Ha rcliePlank° 4 0.323" HD Screwed 3. 62" " 24 ribbed bugle . 1.375" 40 155 126 110 200 163 142 head screw 60 145 116 105 187 150 136 0-15 160 137 116 207 177 150 No. 8-18, 11-%" long x Min. No. 20 160 137 116 207 177 150 HardiePlank° s/,6 6 0.323" HD Fac X24 2 40 154 126 110 199 163 142 ribbed bugle Screwed 6ga. head screw 1 375„ 60 145 116 105 187 150 136 ESR- 2290 1 Most Widely Accepted and Trusted Page 13 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)3(Continued) 2012 IRC, 2009 2015 IBC/IRC and IBC/IRC, 2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design Wind Speed, V -d3,9,12) Vutt j ) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER TYPE + FASTENING 2 FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH B C I D B C D METHOD TYPE"' (IN.) (FT.) 0-15 160 145 116 207 187 150 No. 8-18, 1- 5/8, long Min. No. HardiePlank® 5/15 61/+ x 0.323" HD Face 20 ga. x 24 20 160 141 110 207 182 142 40 154 131 105 199 169 136 ribbed bugle Screwed 3.62' head screw 1.375" 60 145 126 100 187 163 129 0-15 160 126 105 207 163 136 No. 8-18, 1- s/5" 20 160 121 105 207 156 136 o s 7'/+ or long x Face 210 ga. x HardiePlank /,5 71/2 0.323" HD Screwed 3.62' " 24 ribbed bugle 1 375„ 40 147 110 95 190 142 123 head screw 60 137 105 95 177 136 123 0-15 160 126 105 207 163 136 No. 8-18, 1- 5/8" long HardiePlank ® s /15 8 x 0.323" HD Face 20n ga. 24 20 160 121 100 207 156 129 40 147 110 95 190 142 123 ribbed bugle Screwed ,x " 3.625., head screw 1.37 60 137 105 89 177 136 115 0-15 160 121 105 207 156 136 No. 8-18, 1- 5/8' long x Min. HardiePlank ® s /,5 , 8 /+ 0.323" HD Face . x 20 ga. x 24 20 160 121 100 207 156 129 40 137 105 95 177 136 123 ribbed bugle Screwed 3.62" ' head screw 1 375„ 60 131 100 89 169 129 115 0-15 158 116 95 204 150 123 No. 8-18, 1- 5/8, Min. No. 20 158 110 95 204 142 123 HardiePlank ® s /15 9 /+or long x 0.323" HD Face 20 ga. x 24 40 137 100 89 177 129 115 91/2 ribbed bugle Screwed 3.67' ' head screw 1 375„ 60 126 95 85 163 123 110 0-15 163 148 134 210 191 173 HardiePlank° 5/16 No. 11 gauge, Blind Nailed 20 163 143 131 210 185 169 5.251.25 Through top 2 x 4 16 roofing nail edge of plank 40 156 133 123 202 172 159 60 148 128 119 191 165 154 0-15 146 132 120 188 171 155 HardiePlanko 5/16 No. 11 gauge, Blind Nailed 20 146 128 117 188 166 151 6.25 long Through top 2 x 4 16 n roofing nail a ed of lank g P 40 140 119 110 180 154 142 60 132 115 106 171 148 137 0-15 133 121 110 172 156 142 No. 11 Blind Nailed 20 133 117 107 172 151 138 HardiePlank® 5/15 7.25 , Through top 2 x 4 16 40 128 109 101 165 141 130 1.25loge, og edge of plank roofing nail 60 121 105 97 156 135 126 0-15 130 118 107 168 152 138 HardiePlane 5/16 No. 11 Blind Nailed 20 130 115 105 168 148 135 7.5 1. 25 e, Through top 2 x 4 16 roofing nail edge of plank 40 125 107 99 161 138 127 60 118 102 95 152 132 123 0-15 125 114 103 162 147 133 No. 11 Blind Nailed 20 125 110 101 162 143 130 HardiePlanko 5/16 8 1. 25 gong Through top 2 x 4 16 roofing nail edge of Plank 40 120 103 95 155 133 122 60 114 99 91 147 127 118 ESR- 2290 1 Most Widely Accepted and Trusted Page 14 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)3 (Continued) 2012 IRC, 2009 20151BC/IRC and IBC/IRC, 2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design 3.9.12 Va.a ) Wind Speed, Vun1o,11) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER FASTENING FRAME HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE METHOD2 TYPE'-8SPACING (IN.) (FT.) B C D B C D 0-15 123 112 101 159 144 131 5/,6 No. 11 gauge, Blind Nailed 20 123 108 99 159 140 128 HardiePlank® 8.25 1.25" Through top 2 x 4 16 roofing nail edge of plank 40 118 101 93 152 130 120 60 112 97 90 144 125 116 0-15 115 104 95 148 135 122 5/16 No. 11 gauge, Blind Nailed 20 115 101 93 148 131 119 HardiePlank® 9.25 1 gong Through top 2 x 4 16 roofing nail edge of plank 40 110 94 87 142 122 112 60 104 90 - 135 117 - 0-15 113 103 93 146 133 121 HardiePlank® 5/16 9.5 No. 11 a gong Blind Nailed Through top 2 x 4 16 20 113 100 91 146 129 118 40 109 93 86 140 120 111 1 roofing nail edge of plank 60 103 89 - 133 115 107 0-15 133 121 110 172 156 141 HardiePlank®5/16 No. 11 Blind Nailed 20 133 117 107 172 151 138 5.25 125, ong Through top 2 x 4 24 roofing nail edge of plank 40 128 109 101 165 141 130 60 121 105 97 156 135 125 0-15 119 108 98 153 139 126 5/16 No. 11 Blind Nailed 20 119 105 96 153 135 124 HardiePlank® 6.25 1. 25 gong Through top 2 x 4 24 roofing nail edge of plank 40 114 98 90 147 126 116 60 108 94 87 139 121 112 0-15 108 98 89 140 127 115 HardiePlank® 5/16 7.25 No. 11 gauge, Blind Nailed 20 108 96 87 140 123 113 1.25' long Through top 2 x 4 24 roofing nail edge of plank g 40 104 89 - 134 115 - 60 98 85 - 127 110 - 0-15 106 96 88 137 125 113 No. 11 Blind Nailed 20 106 94 86 137 121 110 HardiePlank / 5 6 7.5 gauge, Through top 2 x 4 24 40 102 87 132 113 1.25' long roofing nail edge of plank g 60 96 - 125 108 0-15 102 93 132 120 No. 11 Blind Nailed 20 102 90 132 116 HardiePlank® 5/76 8 gauge, Through top 2 x 4 24 40 98 - 127 - 1.25' long edge of plank roofing nail 60 93 - 120 - 0-15 100 91 129 117 No. 11 Blind Nailed 20 100 88 129 114 HardiePlank° 5/16 8.25 gauge, Through top 2 x 4 24 40 96 - 124 - 1.25' long edge of plank roofing nail 60 91 - 117 - 0-15 94 85 121 110 No. 11 Blind Nailed 20 94 - 121 107 HardiePlank® 5/16 9.25 , Through top 2 x 4 24 40 90 116 - - 1.25loge, og edge of plank roofing nail 60 85 110 - - D w r m t 3 X C 3 OD D T n 9 z v m m v V s O K 7 C (D O. 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IS N N N N N N N N N N -1 T { x A x A x A x A x A x A x A x A x A x A T m 3 mm CA A 0) O) O O W O O) O A ? ii C `zv 01 A N0) A N Q D) A N Q O A N Q A N Q 0) A Q O A N Q 0) A N Q 0) A N Q 0) A N P m T r 0 0 o cn o 0 0 0 0 o u. 0 0 0 o o o o 0 0 0 O o o O o o u, O o o .4 O v ` z A (O Of 00 O A V Ut O O O V N N - 0)M N W) (n ut O (0 co O V O V O V O V O V O V O (00 W CO - n N 0 `- 15_ N.5 o A A V NNW (� N V V A V N N W A co OOO O � �U)" 1 i �<mo fN0 0 n 0 O O N V (Y) (O 0 (.n n0NM OD n C) OC N� -oN J J O N O N W W N W O O N O Ol -+ W O O A O W 0 V (n N W N O W V N 0 N OD 0 N N W O W W N O N (n W N W 0 W N W V A (n A W A V Cn W O N O O A N j O O N j _O C 0N aO 0 0 0 0 0 0 O ( (a S S DXN� O V Vt W V WD W V W W W V OD 07 O (O O O i i i o m a z y nNi C1 V V V W N co O N N V 0 W OD V O N A W 0 V A V W W (n 0 W (0 W ;aM 4 O FOO _ W W L" A In _ m _ A 0 T O In 0 n 0 V _ 8 _ W O 8 m WCO (n N V N co co0)N N N 0 4 D w r m t 3 X C 3 OD D T n 9 z v m m v V s O K 7 C (D O. I. m Q 0 y (-+D a 0 N V ESR- 2290 1 Most Widely Accepted and Trusted Page 16 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)' (Continued) 2012 IRC, 2009 2015 IBC/IRC and IBC/IRC, 2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design 3.9.12 Wind Speed, V..a �n PRODUCT PRODUCT DIMENSION IN. FASTENER FASTENING FRAME STUD BUILDING EXPOSURE EXPOSURE CATEGORY CATEGORY TYPE 4 METHOD 2 TYPE 1'9 SPACING HEIGHT THICK. WIDTH (IN.) (FT.) B C D B C D 0-15 147 134 121 190 172 157 HardiePlank® 5/18 6.25 No. 11 pinch Blind Nailed Through top 2 x 4 24 20 147 130 118 190 168 153 40 141 121 111 182 156 144 long roofing Nail edge of plank 60 134 116 108 172 150 139 0-15 134 122 111 173 157 143 HardiePlank* 5/,6 7.25 No. 11 gunge, 1.75 Blind Nailed Through top 2 x 4 24 20 134 116 108 173 153 140 40 129 110 102 166 142 131 inch long roofing Nail � of plank 60 122 106 96 157 136 127 0-15 132 119 109 170 154 140 HardiePlank® s/ 6 7 5 No. 11 gunge, Blind Nailed Through top 2 x 4 24 20 132 116 106 170 150 137 40 126 108 100 163 139 129 inch long roofing Nail edge of plank 60 119 104 96 154 134 124 0-15 127 115 104 163 148 135 5/16 No. 11 guage, 1.75 Blind Nailed 20 127 112 102 163 144 132 HardiePlank® 8 inch long Through top 2 x 4 24 roofing Nail edge of plank 40 122 104 96 157 134 124 60 115 100 93 148 129 120 0-15 124 113 102 161 146 132 5/16 No. 11 guage, 1.75 Blind Nailed 20 124 110 100 161 142 129 HardiePlank® 8.25 inch long Through top 2 x 4 24 roofing Nail edge of plank 40 119 102 94 154 132 122 60 113 98 91 146 126 117 0-15 116 106 96 150 136 124 5/16 No. 11 guage, 1.75 Blind Nailed 20 116 103 94 150 133 121 HardiePlank® 9.25 inch long Through top 2 x 4 24 roofing Nail edge of plank 40 112 95 88 144 123 114 60 106 92 85 136 118 110 0-15 114 104 94 148 134 122 s/16 No. 11 guage, 1.75 Blind Nailed 20 114 101 92 148 130 119 HardiePlank® 9.5 inch long Through top 2 x 4 24 roofing Nail edgeof plank 40 110 94 87 142 121 112 60 104 90 - 134 116 - No. 8 x 11/4 Min. No. 0-15 168 168 137 217 217 177 in. long x 20 ga. x 5/16 0.375 in. Blind 3.62" x 20 168 158 137 217 204 177 HardiePlank® 4 HD ribbed Screwed 1.375" 16 waferhead Metal C - 40 168 147 126 217 190 163 60 168 137 121 217 177 156 screws stud No. 8 x 11/4 Min. No. 0-15 168 168 137 217 217 177 in. long x 20 ga. x HardiePlank® 5/16 6 0.375 in. Blind 3.67'x 16 20 168 158 137 217 204 177 40 168 147 126 217 190 163 HD ribbed Screwed 1.375" waferhead Metal C - 60 168 137 121 217 177 156 screws stud No. 8 x 11/4 Min. No. 0-15 168 158 142 217 204 183 in. long x 20 ga. x HardiePlank® 5/16 61/4 0.375 in. Blind 3.62" x 16 20 168 158 131 217 204 169 40 168 147 126 217 190 163 HD ribbed Screwed 1.375" waferhead Metal C - 60 158 137 121 204 1 177 1 156 screws stud N O a w 2 C m M O Or r O 0N V V Im IS r r r r r r r r r r r r r r r r r r r r r r r r r Km 0 O rn n n M m O rn n n M m m in M m n n M m O m n n M m O �n N v n n 01 m u�i O n O) m O n W �i O M 0 m m h O N t� W N m h 00) tai N c> CL x Q W U r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r N ? m n n n O n n O O O T n n a$ n n O n n n O n O Oi n m n O n O p `Oi n m n O n O 0 Of n ao n O n O $ I: n 0 g M m Of m n O M m M m N N N N N N N N N N r N N N r N N r r N N r r N N r r N N r r N N r r N N r r D N m m O m m O ul O N m O LO O m O O O m O Lo O O m O In O O m ul) O to O O O O O O O O °f v (4 w> � U c O NC7 N n n m n nm N n m m n m m o n m n m n m m m m m u� o m m o Q' N r� Qa F (,) h M N M N N < M N M N M M N M M N M l+7 N N O N O O N O O NU c>>U N lN0 L)m m m m m m OD m m m m m m 'n n m m m n m m m n O O N N O O N O O O Lo O n n O co N O m N m r r r r r m r r r m r m r h r r m r m r r M r m r m r 1[Y r r m r m r m r sT r m r m r r a r m r r r r r r r r r r r r Z F M J W - p o N F o m , o N o v o m , p o N o a o m , C o N 0 v 0 m Lo p N o v o m V p N O a o m d o N o 1 o m m 6 o N o v o m o 0 N 0 a 0 m 0 0 N 0 v 0 m O� m2 O Z ► HVZ co W CIO (D N N N N N Vl d N N W"? 0 x x- U '+� 0 x x- U O x x- U in '0 OX x- U 'G O x x- U 'C O x x- U O x x' U O x x- U O x x- U O x x- U W CL Z co c) r- l0 7 Z lC - a �fV on,> f0 7 Z /C - �fV �n,� lU 7 Z - OC m N 7 Z /C - O �fV on,> f0 7 Z fC ' tn OfV cn+� N � Z fC - m Ol(V Cn,� f0 7 Z 6 - O V a)N m 7 Z �p �N f0 7 Z 6.'n C QjN Na 7 LL C O y N M r C_ O m H N M r C_ 0 m� N h N M C m� N N M C O m y N M r C O m N N N M r C O m y N M r C o m y N M r C o m N y N M r C O m N N N M r Zp W= C C C S C C C C C Qf m m m m m m �5 �j m �'S �j m m m m co LL W wa x�� ro,. xcon r x�� xov> x�� rF. a) xona£ �xOp ro,. 0) xom�Em x�� r �� xg'm x�� ro,. , xcu�n �x� ;c- � xo,� x��� r �� x� roc x IN roc F pp _ n C pp _ n C c� m _ n 'C � c�� pp _ n 'C � c7 �p O n c c�� pp O n 'C £ m _ n C c� x�'u�a� pp O n 'C y xcn� ap O n 'C c7 u xc�n pp O n C v7� ocp� �i ._ S DOo��oU '- 2@ DOoO@ui '- 2@ DOoO�ov '- 2 DDoO�uu '- S OGo��o�i '- S DOo❑{oul S DOoOo�i ._ S 0000 ._ 2 OCO� 2 LL Z 3 Z Z Z 3 Z 3 Z 3 Z' 3 Z 3 Z 3 Z'- 3 2 O O O _n \n m m `o IT m m `n m m �Z 0) o Z a. LU CL tYi m Y Y Y Y Y Y c Y Y Y U m m m m m m m m m m 0 N N N N N N N N N N a x 2 2 m 2 2 2 2 x 2 ESR- 2290 1 Most Widely Accepted and Trusted Page 18 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)' (Continued) 2012 IRC, 2009 2015 IBC/IRC and IBCIIRC, 2006 IBCIIRC 2012 IBC (Basic Wind Speed, (Ultimate Design V..a,a.u) Wind Speed, Vun ) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY TYPE METHOD z TYPE' -8 THICK. WIDTH (IN.) (FT.) B C I D B C D No. 8 x 1'/4 Min. No. 0-15 158 116 95 204 150 123 in. long x 20 ga. x 5/1fi 9 /q or 0.375 in. Blind 3.62" x 20 147 105 89 190 136 115 HardiePlank® 91/2 HD ribbed Screwed 1.375" 24 waferhead Metal C - 40 131 95 85 169 123 110 60 121 89 85 156 115 110 screws stud 6d-2 inch 0-15 141 128 116 182 165 150 long X 20 141 124 114 182 160 147 0.093 inch Blind Nailed HardiePlank® 5/18 5.25 shank X Through top 2 x 4 16 0.222 inch edge of plank wood 40 135 116 107 174 150 138 head 60 128 111 103 165 143 133 diameter sidinq nail 6d-2 inch 0-15 126 114 104 163 147 134 long X 20 126 111 102 163 143 132 0.093 inch Blind Nailed HardiePlank® 5/18 6.25 ha Through top �d 16 0 inch edge of plank 40 121 103 96 156 133 124 head 60 114 99 92 147 128 119 diameter sidinq nail 6d-2 inch 0-15 115 104 95 148 134 123 long X 20 115 102 93 148 132 120 0.093 inch Blind Nailed HardiePlank® 5/1e 7.25 shank X Through top 2 x 4 16 0.222 inch edge of plank wood 40 110 94 87 142 121 112 head 60 104 91 - 134 117 - diameter sidina nail 6d-2 inch 0-15 113 102 93 146 132 120 long X 20 113 99 91 146 128 117 0.093 inch Blind Nailed HardiePlank® 5/,8 7 5 shank X Through top 2 x 4 16 0.222 inch edge of plank wood 40 108 93 85 139 120 110 head 60 102 89 - 132 115 - diameter siding nail 6d-2 inch 0-15 109 99 90 141 128 116 long X 20 109 96 87 141 124 112 0.093 inch Blind Nailed HardiePlank® 5/ e 8 shank X Through top 2 x 4 16 0.222 inch edge of plank wood 40 104 89 - 134 115 - head 60 99 85 - 128 110 - diameter siding nail 6d-2 inch 0-15 107 97 88 138 125 114 long X 20 107 94 86 138 121 111 0.093 inch Blind Nailed HardiePlank* 5/18 8.25 ha k X Through top 2wo 16 inch edge of Plank 4 40 102 88 132 114 head 60 97 - 125 - diameter siding nail 6d-2 inch 0-15 100 90 129 116 long X 20 100 88 129 114 0.093 inch Blind Nailed HardiePlank® 5/18 9.25 shank X Through top 2 x 4 16 0.222 inch edge of plank wood 40 96 - 124 head 60 90 - 116 diameter sidinq nail 6d-2 inch 0-15 98 89 127 115 long X 20 98 87 127 112 0.093 inch Blind Nailed HardiePlank® 5/7e 9.5 shank X Through top 2 x 4 16 0.222 inch edge of plank wood 40 94 - 121 - head 60 89 115 diameter siding nail ESR- 2290 1 Most Widely Accepted and Trusted Page 19 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)3(Continued) 2012 IRC, 2009 2015 IBClIRC and IBC/IRC, 2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design a.e.12 v� ) Wind Speed, V.n 1Q11) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER + FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH B C D B C D TYPE METHOD z 1 a TYPE' (IN.) (FT.) 6d-2 inch long X 0-15 115 104 95 148 134 123 20 115 102 93 148 132 120 0.093 inch Blind Nailed HardiePlank® 5/16 5.25 shank X Through top 2 x 4 24 0.222 inch edge of plank wood 40 110 94 87 142 121 112 head 60 104 91 - 134 117 diameter siding nail 6d-2 inch 0-15 103 93 133 120 long X 20 103 91 133 117 - 0.093 inch Blind Nailed HardiePlane 5/16 6.25 shank XX Through top x 4d 2inch 24 40 99 128 - 2 0.edge of plank head 60 93 - 120 - diameter siding nail 6d-2 inch 0-15 94 85 121 110 long X 20 94 - 121 - 0.093 inch Blind Nailed HardiePlank® 5/16 7.25 shank X Through top 2x4 4d 24 40 90 116 inch O222 edge of plank head 60 85 110 diameter siding nail 6d-2 inch 0.15 92 119 long X 20 92 119 0.093 inch Blind Nailed HardiePlanke 5/16 7.5 shank Through top 22 x 4 24 0.222 edge of plank 40 88 114 head 60 - - diameter nail -siding 6d-2 inch 0-15 89 115 long X 20 89 115 0.093 inch Blind Nailed HardiePlanO 5/16 8 XX 222 Throuinchgh top 4 24 0 k edge of plank wood 40 85 110 head 60 - - diameter siding nail 6d-2 inch 0-15 87 112 - long X 20 87 112 - 0.093 inch Blind Nailed HardiePlanke 5/16 8.25 shank X top 2woo4d 24 0.222 inchThrough edge of plank 40 head 60 _ _ diameter siding nail 0.15 153 138 126 198 178 163 0.097' 20 153 135 123 198 174 159 shank X face nailed 2 x 4 HardiePlank® 5/16 58.25 0.227' HD X through plank 16 40 146 125 116 188 161 150 2.5" long overlap Wood galy. nail 60 138 120 112 178 155 145 0.15 143 130 118 185 168 152 0.097' 20 143 126 115 185 163 148 shank X face nailed 2 x 4 HardiePlank® 5/16 9.25 0.227' HD X through plank 16 40 137 117 108 177 151 139 2.5" long overlap Wood galv. nail 60 130 113 105 168 146 136 ESR- 2290 1 Most Widely Accepted and Trusted Page 20 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)' (Continued) 2012 IRC, 2009 2015 IBC/IRC and IBC/IRC, 2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design 3 e 12 Wind Speed, V..a ) V fol ) uK PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE i FASTENING METHOD 2 FRAME TYPE 1,6 STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE EXPOSURE CATEGORY CATEGORY THICK. WIDTH B C D B C D 0.092" 0-15 141 128 116 182 165 150 20 141 124 113 182 160 146 HardiePlankO 5/16 9.5 shank X 0.22x' HD X 2.5" long face nailed through plank overlap 2 x 4 wood 16 40 135 116 107 174 150 138 gals. nail 60 128 111 103 165 143 133 0.09r' 0-15 123 112 101 159 144 131 20 123 108 99 159 140 128 HardiePlank® 5/16 12 shank X 0.222" HD X 2.5" long face nailed through plank overlap 2 x 4 wood 16 40 118 101 934 152 130 120 galy. nail 60 112 97 90 144 125 116 8d ring 0-15 203 184 167 262 238 216 HardiePlank® 5 /16 58.25 shank box , . nail0113" 0.260" HD X face nailed through plank overlap 2 x 4 WOOd 6 16 20 203 179 163 262 231 210 40 194 166 153 250 214 198 60 184 159 148 238 205 191 2.375" L 8d ring 0-15 166 151 137 214 195 177 HardiePlank® 5 / 16 58.25 shank box nail, 0.113" shank X 0.260" HD X face nailed through plank overlap 2 x 4 wood6 24 20 166 146 134 214 188 173 40 159 136 126 205 176 163 60 151 131 121 195 169 156 2.375" L 0.097' 0-15 151 137 125 195 177 161 20 151 133 122 195 172 158 HardiePlank® 5/16 58.25 shank X 0.22x' HD X 2" long gaiv. face nailed through plank overlap 2 x a wood 16 40 145 124 115 187 160 148 nail 60 137 119 111 177 154 143 0.092" 0-15 187 170 154 241 219 199 20 187 165 151 241 213 195 HardiePlank® 5/16 58.25 shank X 0.22x' HD X 2.5" long face nailed through plank overlap 2x6 16 40 180 154 142 232 199 183 galv. nail 60 170 147 137 219 190 177 No. 8 X 1- blind screw Attached to 7/16" 0-15 207 188 171 267 243 221 20 207 183 167 267 236 216 HardiePlank® 5/16 5.25 5/8" long X 0.375" HD through top edge of plank wood structural 7/16" WSP attached 40 199 170 157 257 219 203 ribbed wafer at 12 in. on panel per code head screw' center sheathin 60 188 163 152 243 210 196 g only No. 8X 1- blind screw Attached to 7/16" G-15 183 166 151 236 214 195 20 183 161 147 236 208 190 5/8" long X through top wood 7/16" WSP HardiePlank® 5/16 6.25 0.375" HD edge of plank structural attached 40 176 150 139 227 194 179 ribbed wafer at 12 in. on panel per code head screws center sheathin 60 166 144 134 214 186 173 g only No. 8 X 1- blind screw Attached to 7/16" 0-15 165 150 136 213 194 176 20 165 145 133 213 187 172 5/8" long X through top wood 7/16" WSP HardiePlank® 5/16 7.25 0.375" HD edge of plank structural attached 40 158 135 125 204 174 161 ribbed wafer at 12 in. on panel per code head screws center sheathin 60 150 130 120 194 168 155 g only No. 8 X 1- blind screw Attached to 7/16" 0-15 150 136 124 194 176 160 20 150 133 121 194 172 156 HardiePlankO 5/16 8.25 5/8" long X 0.375" HD through top edge of plank wood structural 7/16" WSP attached 40 144 123 114 186 159 147 ribbed wafer at 12 in. on panel per code head screw' center sheathin g only 60 136 118 110 176 152 142 ESR- 2290 ( Most Widely Accepted and Trusted Page 21 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)' (Continued) 2012 IRC, 2009 2015 IBC/IRC and IBC/IRC, 2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design aa,z Wind Speed, Vutt ) PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE ♦ FASTENING METHOD z FRAME ,' TYPE"' STUD SPACING (IN.) BUILDING HEIGHT (FT.) EXPOSURE EXPOSURE CATEGORY CATEGORY THICK. WIDTH B C D B C D No. 8 X 1- blind screw Attached to 7/16" 0-15 139 126 114 179 163 147 20 139 122 112 179 158 145 HardiePlank® 5/16 9.25 5/8" long X 0.375" HD through top edge of plank wood structural 7/16" WSP attached 40 133 114 105 172 147 136 ribbed wafer head screw' at 12 in. on center panel sheathin per code 60 126 109 101 163 141 130 g only HardiePlank® s /16 58.25 0.090" shank X 0.215" HD X 1.5" long ring shank nail' blind nail through top edge of plank at 8 inon . center Attached to 7/16" wood structural panel Pa sheathin g only 7/16" WSP attached Per code 0-15 145 132 120 187 170 155 20 145 128 117 187 165 151 40 139 119 110 179 154 142 60 132 114 106 170 147 137 HardiePlank® 5 /15 58.25 0.090" shank X 0.215" HD X 1.5" long ring shank nai15 blind nail through top edge of plank at 6 in. on center Attached to 7/16" wood structural Panel sheathin g only 7/16" WSP attached Per code 0-15 166 150 137 214 194 177 20 166 146 133 214 188 172 40 159 136 125 205 176 161 60 150 130 121 194 168 156 HardiePlank ® 5 /,6 < 91/2 0.091" shank, 0.221" HD, 1.5" long ring shank nail Face Nailed through the overlap at 12" O.C. Attached to 7/16" wood structural el sh a hine g only 7/16" WSP attached per 0-15 100 91 - 129 117 - 20 100 88 129 114 40 96 124 60 91 - 117 - - 0.097 0-15 184 167 152 238 216 196 20 184 162 148 238 209 191 Artisan® Lap 5/9 5.25 shank X 0.225" HD X 2.25" long blind nail through top edge of plank 2X4 7 Wood 16 40 177 151 140 229 195 181 gaiv. Nail 60 167 145 135 216 187 174 0.092" 0-15 135 122 111 174 158 143 20 135 119 108 174 154 139 Artisan® Lap 5/e 7.25 shank X 0.225" HD X 2.25" long blind nail through top edge of plank 2X4 7 Wood 16 40 129 111 102 167 143 132 galv. Nail 60 122 106 98 158 137 127 0-15 117 106 96 151 137 124 0.092" 20 117 103 94 151 133 121 Artisan® Lap 5/8 8.25 shank X 0.225" HD X 2.25" long blind nail through top edge of plank �7 16 40 112 96 88 145 124 114 galv. Nail 60 106 92 85 137 119 110 0-15 132 119 109 170 154 141 0.092" 20 132 116 106 170 150 137 Artisan® Lap 5/9 5.25 shank X 0.225" HD X blind nail through top 2X4 Wood 7 24 40 126 108 100 163 139 129 2.25" long edge of plank galv. nail 60 119 104 96 154 134 124 0-15 99 90 - 128 116 - 0.092" 20 99 87 128 112 Artisan® Lap 5/8 7.25 shank X 0.225" HD X blind nail through top 2X4 7 24 40 95 - 123 - 2.25" long edge of plank Wood galy. nail 60 90 - - 116 - - 0-15 88 114 0.092" 20 88 114 Artisan® Lap 1/8 8.25 shank X 0.225" HD X 2.25" long blind nail through top edge of plank �7 24 40 - - galy. nail 60 -=- - ESR- 2290 1 Most Widely Accepted and Trusted Page 22 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED (mph)' (Continued) For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 'Values are for species of wood having a specific gravity of 0.42 or greater, unless otherwise noted. 2Face = Fastened through the overlapping plank. Blind = Fastened through the top edge of single plank. 'Wind speed design assumptions per Section 30.4, Method 2, of ASCE 7-10: 1 = 1.0, Kzt = 1, Kd = 0.85, GCp; = 0.18, GCp = -1.4. 4ET&F pin fasteners have knurled shanks. 5Fastener length shall be sufficient to penetrate back side of the minimum 7/16" WSP sheathing by at least 1%* for nails or 3 full threads for screws. 'Values are for species of wood having a specific gravity of 0.50 or greater. 'Values are for species of wood having a specific gravity of 0.40 or greater. 'Metal studs must be minimum Fy = 33 ksi. 'V.sd = nominal design wind speed. 10V"rc = ultimate design wind speed. "Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 1z 2015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, V, d=Vun 46 2012 IRC, 2009 2015 IBC/IRC and IBC/IRC, 2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design V a91z Wind Speed, ) ,.d ultio'll ) PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER TYPE FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH B C D B C D METHOD' TYPE"' (IN.) (FT.) Min. No. 0-15 181 164 149 234 212 192 No. 8 X 1- 20 g x a. 5/9 5/8" long X blind screw 3.62" x 20 181 159 146 234 205 188 Artisan® Lap 5.25 0.323" HD through top 1'375 16 ribbedle ed of plank Metal C - 40 174 148 137 225 191 177 head screw stud 60 164 142 132 212 183 170 Min. No. 0-15 157 142 129 203 183 167 No. 8 X 1- 20 ga. x 5/8 5/8" long X blind screw 20 157 138 126 203 178 163 Artisar� Lap 7.25 0.323" HD through top 1 375X ' 16 ribbed bugle edge of plank Metal 40 150 128 119 194 165 154 head screw stud 60 142 123 114 183 159 147 Min. No. 0-15 149 135 123 192 174 159 No. 8X 1- 20 ga. x 5/8 5/8" long X blind screw 20 149 131 120 192 169 155 Artisan® Lap 8.25 0.323" HD through top 1.3751,16 ribbed bugle edge of plank Metal C- 40 143 122 113 185 158 146 head screw stud 60 135 117 109 174 151 141 Min. No. 0-15 180 163 148 232 210 191 No. 8 X 1- 20 g x a. 5/8" long X blind screw 3.62" x 20 180 158 145 232 204 187 Artisan® Lap 5/8 5.25 0.323" HD through top 1.375 24 ribbed bugle edge of lank g p Metal C - 40 172 147 136 222 190 176 head screw stud 60 163 141 131 210 182 169 Min. No. 0-15 144 130 118 186 168 152 No. 8 X 1- 20 g x a. 5/e 5/8" long X blind screw 3.62" x 20 144 127 116 186 164 150 Artisan® Lap 7.25 0.323" HD through top 1'375 24 ribbed bugle edge of plank Metal C - 40 138 118 109 178 152 141 head screw stud 60 130 113 105 168 146 136 Min. No. 0-15 132 119 108 170 154 139 No. 8X 1- ga. x 5/8" long X blind20 screw 3.67' x 20 132 116 106 170 150 137 Artisan® Lap 5/8 8.25 0.323" HD through top 1'375 24 ribbed bugle edge of plank Metal C - 40 126 108 100 163 139 129 head screw stud 60 119 104 96 154 134 124 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 'Values are for species of wood having a specific gravity of 0.42 or greater, unless otherwise noted. 2Face = Fastened through the overlapping plank. Blind = Fastened through the top edge of single plank. 'Wind speed design assumptions per Section 30.4, Method 2, of ASCE 7-10: 1 = 1.0, Kzt = 1, Kd = 0.85, GCp; = 0.18, GCp = -1.4. 4ET&F pin fasteners have knurled shanks. 5Fastener length shall be sufficient to penetrate back side of the minimum 7/16" WSP sheathing by at least 1%* for nails or 3 full threads for screws. 'Values are for species of wood having a specific gravity of 0.50 or greater. 'Values are for species of wood having a specific gravity of 0.40 or greater. 'Metal studs must be minimum Fy = 33 ksi. 'V.sd = nominal design wind speed. 10V"rc = ultimate design wind speed. "Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 1z 2015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, V, d=Vun 46 ESR- 2290 1 Most Widely Accepted and Trusted Page 23 of 27 TABLE 5--(V„d 100 MPH; V,,,, 129 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL''"4'6 Building :502 -inch wide 71/4- & 7'/2 -inch wide 8- & 8'/4 -inch wide 9'/4- & 9'/2 -inch wide Height (feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 24 24 24 24 24 24 24 24 21 24 23 19 20 24 24 24 24 24 23 24 24 20 24 21 18 30 24 24 24 24 24 21 24 22 19 24 20 17 40 24 24 23 24 24 20 24 21 18 24 19 16 50 24 24 22 24 22 19 24 20 17 24 18 15 60 24 24 22 24 22 19 24 19 17 23 17 15 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 'HardiePlank® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-125, head diameter. = 0.30 in., shank diameter. = 0.144 in., length = 1.25 -in. long), Max System block Nail (CP -C 832 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.3 in.), Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.25 in.). 2Artisane Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-150, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 -in. long), Max System block Nail (CP -C 838 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 in.), Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.5 in.).3 Maximum nominal design wind speed (V$d) shall be 100 mph. Maximum ultimate design wind speed (V,n) shall be 129 mph. 4Interpolation of spacing to address building height and other plank widths is permitted. 'The lap conceals the fasteners of the previous course (Blind Nailed). TABLE "V,gd 110 MPH; V., 142 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL' .2,4.5 Building :SW/2-inch wide 7'/4- & 71/2 -inch wide 8- & 8'/4 -inch wide 9'/4- & 9'/2 -inch wide Height (feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 24 24 22 24 24 19 24 21 17 23 19 15 20 24 24 21 24 22 18 24 20 16 23 18 15 30 24 24 20 24 20 17 24 18 15 23 16 14 40 24 22 19 24 19 16 24 17 15 21 15 13 50 24 21 18 24 18 16 22 16 14 20 14 12 60 24 20 18 23 18 15 21 16 14 19 14 12 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 'HardiePlanke Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-125, head diameter. = 0.30 in., shank diameter. = 0.144 in., length = 1.25 -in. long), Max System block Nail (CP -C 832 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.3 in.), Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.25 in.). 2Artisane Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-150, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 -in. long), Max System block Nail (CP -C 838 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 in.), Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.5 in.). 3Maximum nominal design wind speed (V.sd) shall be 110 mph Maximum ultimate design wind speed (Vun) shall be 142 mph. 4Interpolation to address building height and other plank widths is permitted. 'The lap conceals the fasteners of the previous course (Blind Nailed). TABLE 7--( Vasd 120 MPH; V„tt 155 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL' .3,4 Building :SW/2-inch wide 71/4- & 7'/2 -inch wide 8- & 8'/4 -inch wide 9'/4- & 9'/2 -inch wide Height (feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 24 23 19 24 20 17 21 18 15 19 16 13 20 24 22 18 24 19 16 21 17 14 19 15 12 30 24 20 17 24 17 15 21 15 13 19 14 12 40 24 19 16 22 16 14 20 14 12 18 13 11 50 24 18 16 21 16 13 18 14 12 17 12 11 60 23 17 15 20 15 13 18 13 11 16 12 10 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 'HardiePlanko Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-125, head diameter. = 0.30 in., shank diameter. = 0.144 in., length = 1.25 -in. long), Max System block Nail (CP -C 832 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.15 in., length = 1.3 in.). Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter= 0.145 in., length = 1.25 in.). 2Artisan® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-150, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 -in. long), Max System block Nail (CP -C 838 W7 -ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 in.), Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter= 0.145 in., length = 1.5 in.). 3Maximum nominal design wind speed (V.sd) shall be 120 mph. Maximum ultimate design wind speed (Vv,n) shall be 155 mph. 4Interpolation to address building height and other plank widths is permitted. 'The lap conceals the fasteners of the previous course (Blind Nailed). ESR- 2290 1 Most Widely Accepted and Trusted Page 24 of 27 TABLE 8-( V,sd 130 MPH; V., 168 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL' 2,4,5 Building <02 -inch wide 7'4- & V/2 -inch wide 8- & 04 -inch wide 9'4- & 02 -inch wide Height Exposure Exposure Exposure Exposure feet B C D B C D B C D B C D 0-15 24 20 16 21 17 14 18 15 12 16 14 11 20 24 19 15 21 16 13 18 14 12 16 13 11 30 24 17 14 21 15 12 18 13 11 16 12 10 40 22 16 14 19 14 12 17 12 11 15 11 9 50 21 15 13 18 13 11 16 12 10 14 11 9 60 20 15 13 17 13 11 15 11 10 13 10 9 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 'HardiePlank® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144125, head dia. = 0.30 in., shank dia. = 0.144 in., length = 1.25 -in. long), Max System block Nail (CP -C 832 W74CC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.3 in.), Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.25 in.), or Jaaoo Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.25 in.). 2Artisano Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-150, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 -in. long), Max System block Nail (CP -C 838 W74CC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 in. Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.5 in.). 'Maximum nominal design wind speed shall be 130 mph. Maximum ultimate design wind speed (Vun) shall be 168 mph. "Interpolation to address building height and other plank widths is permitted. sfhe lap conceals the fasteners of the previous course (Blind Nailed). TABLE 9-{Vesd 140 MPH; V,,,, 181 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL''2A,G Building 56'12 -inch wide 7'4- & 7'/2 -inch wide 8- & 8'/4 -inch wide 9'/4- & 9'/2 -inch wide Height (feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 21 17 14 18 15 12 16 13 11 14 12 10 20 21 16 13 18 14 12 16 12 10 14 11 9 30 21 15 12 18 13 11 16 11 10 14 10 9 40 19 14 12 16 12 10 15 11 9 13 9 8 50 18 13 11 15 11 10 14 10 9 12 9 8 60 17 13 11 15 11 10 13 10 9 12 9 8 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 'HardiePlank° Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144125, head diameter. = 0.30 in., shank diameter. = 0.144 in., length = 1.25 -in. long), Max System block Nail (CP -C 832 W74CC, head diameter. = 0.30 in., shank diameter. = 0.15 in., length = 1.3 in.), Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.25 in.). 2Artisan® Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-150, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 -in. long), Max System block Nail (CP -C 838 W74CC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 in.), Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter= 0.145 in., length = 1.5 in. ).3Maximum nominal design wind speed shall be 140 mph. Maximum ultimate design wind speed (Vurc) shall be 181 mph. 4Interpolation to address building height and other plank widths is permitted. srhe lap conceals the fasteners of the previous course (Blind Nailed). TABLE 10--(V,sd 150 MPH; V.1t 194 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL' '2'6'° Building 561/2 -inch wide 71/4- & 7'/2 -inch wide 8- & 8'/4 -inch wide 9'/4- & 02 -inch wide Height (feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 18 15 12 16 13 11 14 11 9 12 10 8 20 18 14 12 16 12 10 14 11 9 12 10 8 30 18 13 11 16 11 9 14 10 8 12 9 7 40 16 12 10 14 10 9 13 9 8 11 8 7 50 15 12 10 13 10 9 12 9 8 11 8 7 60 15 11 10 13 10 8 11 8 7 10 8 7 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. ' HardiePlank° Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-125, head diameter. = 0.30 in., shank diameter. = 0.144 in., length = 1.25 -in. long), Max System block Nail (CP -C 832 W74CC, head dia. = 0.30 in., shank dia. = 0.145 in., length = 1.3 in.), Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.25 in.). 2Artisan* Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM -144-150, head diameter. = 0.30 in., shank diameter. = 0.144 in., length = 1.5 -in. long), Max System block Nail (CP -C 838 W74CC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 in.), Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.5 in.), or Jaaco NailPro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.5 in.). 'Maximum nominal design wind speed shall be 150 mph. Maximum ultimate design wind speed (V„n) shall be 194 mph. °Interpolation to address building height and other plank widths is permitted. sThe lap conceals the fasteners of the previous course (Blind Nailed). ESR- 2290 1 Most Widely Accepted and Trusted Page 25 of 27 TABLE 11—ALLOWABLE BASIC WIND SPEEDS (mph) FOR HARDIESHINGLETM (NEW HARDIESHINGLETM) INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 2012 IRC, 20091BC11RC, 2006 2015 IBCARC and 2012 IBC IBCARG (Ultimate Design Wind Speed, (Basic Wind Speed, Va.e''' °) V,N''`) For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 m/s. 'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1= 1.0, Kzt = 1, Kd =0.85, GCpi =0.18, GCp = -1.4. 2V=d = nominal design wind speed. "Vu' = ultimate design wind speed. 4Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1 A. '2015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, ;,d = V„„ TABLE 12—ALLOWABLE BASIC WIND SPEEDS (MPH) FOR HARDIESHINGLETM' (NEW HARDIESHINGLETM) INDIVIDUAL SHINGLE EXTERIOR WALL FINISH Weather Exposure and Height of Exposure Cat Exposure Category Siding Fastener Type Bfeet) B C B C Sheathing Type Siding Fastener Type Fastener Location Weather Exposure and Fastener Location Height of re Cat 0-15 116 re Cat egory feet Buildin g 6 C B C 20 110 110 142 142 8inch exposure 0-15 126 110 163 142 20 126 105 163 136 60 105 105 136 7 inch exposure 2 siding nails 8 inches from butt edge 2 roofing nails 9 inches from 40 126 95 163 123 Min. 0.091 in. shank x 0.221 in. HD x 1'/2 in. long Corrosion resistant siding Nail 20 butt edge 60 126 89 163 115 60 116 89 150 115 7 inch exposure 0-15 126 126 163 163 20 126 121 163 156 126 116163 2 roofing nails 8 inches from 40 126 110 163 142 is Minimum /,2 inthick Min. 0.121 in. shank x 0.371 in. HD 1 /d in. kxig butt edge 60 126 105 163 136 plywood complying with DOC x 6 inch exposure 0-15 126 126 163 163 PS 1-95 corrosion resistant roofing 20 126 126 163 163 Nail 2 roofing nails 7 inches from 40 126 121 163 156 butt edge 60 126 116 163 150 5inch exposure 0-15 126 126 163 163 20 126 126 163 163 2 roofing nails 6 inches from 40 126 121 163 156 butt edge 60 126 1 116 1 163 150 For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 m/s. 'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1= 1.0, Kzt = 1, Kd =0.85, GCpi =0.18, GCp = -1.4. 2V=d = nominal design wind speed. "Vu' = ultimate design wind speed. 4Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1 A. '2015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, ;,d = V„„ TABLE 12—ALLOWABLE BASIC WIND SPEEDS (MPH) FOR HARDIESHINGLETM' (NEW HARDIESHINGLETM) INDIVIDUAL SHINGLE EXTERIOR WALL FINISH For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 ads. 'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1= 1.0, Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. ZV„d = nominal design wind speed. 3VW = ultimate design wind speed. Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. '2015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, V„d = V,dr TABLE 13—ALLOWABLE BASIC WIND SPEEDS (MPH) FOR HARDIESHINGLETM (NEW HARDIESHINGLETM) INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 2012 IRC, 2009 IBCARC, 2006 20151BC/IRC and 2012160 Sheathing Type Siding Fastener Type Weather Exposure and Fastener Location Height of IBC/IRC (Basic Wind Speed, �a V„a ) (Ultimate Design Wind Speed, V,a',) Sheathing Type Siding Fastener Type Weather Exposure and Fastener Location Height of re Cat 0-15 116 re Cat egory feet Buildin g 6 C B C 20 110 110 142 142 8 inch exposure 2 siding nails 9 inches from butt edge 0-15 126 89 163 115 20 126 89 163 115 105 85 136 110 60 100 129 60 105 105 136 7 inch exposure 2 siding nails 8 inches from butt edge 0-15 126 105 163 136 Minimum /,s inch thick OSB Sheathing complying with DOC -PS 2-95 Min. 0.091 in. shank x 0.221 in. HD x 1'/2 in. long Corrosion resistant siding Nail 20 126 100 163 129 40 121 95 156 123 60 116 89 150 115 6 inch exposure 2 siding nails 7 inches from butt edge 0-15 126 116 163 150 20 126 110 163 142 40 126 105 163 136 60 126 95 163 123 5 inch exposure 2 siding nails 6 inches from butt edge 0-15 126 116163 150 20 126 110 163 142 126 105 163 136 60 126 95 163 123 For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 ads. 'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1= 1.0, Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. ZV„d = nominal design wind speed. 3VW = ultimate design wind speed. Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. '2015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, V„d = V,dr TABLE 13—ALLOWABLE BASIC WIND SPEEDS (MPH) FOR HARDIESHINGLETM (NEW HARDIESHINGLETM) INDIVIDUAL SHINGLE EXTERIOR WALL FINISH For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 m/s. 'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1= 1.0, Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 2/„d = nominal design wind speed. 3V,n = ultimate design wind speed. Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 52015 and 2012 IBC Section 1609.3.1, Eqn 1633, V.sd = Vert 2012IRC, 20091BCARC,2006 IBC/IRC (Basic Wind Speed, V,112-6) 20151BCARC and 2012 IBC (Ultimate Design Wind Speed, V,;,.4) Sheathing Type Siding Fastener Type Weather Exposure and Fastener Location Height of Ex ure Category Exposure Category Building g C B (fee C Minimum /16 inch thick OSB sheathing complying with DOC -PS 2-95 Min. 0.091 in. shank x i 0.221 in. HD x 1 /Z in. long corrosion resistant siding Nail 8 inch exposure, 3 nails for shingles greater than 8 in. wide, 2 nails for shingles 8 in. wide and narrower, 9 inches from drip edge 0-15 116 116 150 150 20 110 110 142 142 40 100 100 129 129 60 95 95 123 123 7 inch exposure 3 nails for shingles greater than 8 in. wide, 2 nails for shingles 8 in. wide and narrower, 8 inches from drip edge 0-15 126 126 163 163 20 121 121 156 156 40 110 110 142 142 60 105 105 136 136 6 inch exposure 3 nails for shingles greater than 8 in. wide, 2 nails for shingles 8 in. wide and narrower, 7 inches from drip edge 0-15 126 126 163 163 20 126 126 163 163 40 126 126 163 163 60 121 121 156 156 5inch exposure 3 nails for shingles greater than 8 in. wide, 2 nails for shingles 8 in. wide and narrower, 6 inches from drip edge 0-15 126126 163 163 20 126 126 163 163 40 126 126 163 163 60 121 121 156 156 For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 m/s. 'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1= 1.0, Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 2/„d = nominal design wind speed. 3V,n = ultimate design wind speed. Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0.85, GCpi = 0.18, GCp = -1.4. 52015 and 2012 IBC Section 1609.3.1, Eqn 1633, V.sd = Vert ICC -ES Evaluation Report ESR -2290 CBC and CRC Supplement Reissued March 2018 This report is subject to renewal March 2020. www.icc-es.org 1 (800) 423-6687 1 (662) 699-0643 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 16 OO—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 46 46—Fiber-Cement Siding REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 (800) 942-7343 www.*ameshardie.com infoOiameshardie.com EVALUATION SUBJECT: HARDIESHINGLETM (NEW HARDIESHINGLE) PANELS, HARDIEPLANK' LAP SIDING, ARTISAN® LAP SIDING, AND HARDIESHINGLE' (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that HARDIESHINGLETM (NEW HARDIESHINGLE PANELS, HARDIEPLANKTm LAP SIDING, ARTISAN® LAP SIDING, AND HARDIESHINGLE- (NEW HARDIESHINGLE INDIVIDUAL SHINGLES, recognized in ICC -ES master evaluation report ESR -2290, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2016 California Building Codee (CBC) ■ 2016 California Residential Code® (CRC) 2.0 CONCLUSIONS 2.1 CBC: The HARDIESHINGLE TM (NEW HARDIESHINGLE PANELS, HARDIEPLANKTM LAP SIDING, ARTISAN® LAP SIDING, and HARDIESHINGLE rm (NEW HARDIESHINGLE INDIVIDUAL SHINGLES described in Sections 2.0 through 7.0 of the master evaluation report ESR -2290, comply with CBC Chapter 14, provided the design and installation are in accordance with the 2015 International Building Code® (IBC) provisions noted in the master report and the additional requirements of CBC Chapters 14, 17, and 17A, as applicable. The use of the products in construction of noncombustible or ignition -resistant exterior walls of new buildings located in any Fire Hazard Severity Zone within State Responsibilil Areas or any Wildland—Urban Interface Area requires installation in accordance with the 2015 International Building Code (IBC) provisions of the master report and the additional requirements of CBC Sections 701A.3, 704A.3 and 707A.3, as applicable. 2.2 CRC: The HARDIESHINGLE TM (NEW HARDIESHINGLE PANELS, HARDIEPLANKTM LAP SIDING, ARTISAN® LAP SIDING, and HARDIESHINGLE rm (NEW HARDIESHINGLE INDIVIDUAL SHINGLES, described in Sections 2.0 through 7.0 of the master evaluation report ESR -2290, comply with CRC Chapter 7, provided the design and installation are in accordance with the 2015 International Residential Code® (IRC) provisions noted in the master report. ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by /CC Evaluation Service, LLC, express or implied, as to anyfinding or other matter in this report, or as to any product covered by the report. =Dow� Copyright® 2018 ICC Evaluation Service, LLC. All rights reserved. Page 26 of 27 4 ESR -2290 I Most Widely Accepted and Trusted Page 27 of 27 The use of the products in construction of noncombustible or ignition -resistant exterior walls of new buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or any Vlfildland—Urban Interface Area requires installation in accordance with the 2015 International Residential Code® (IRC) provisions of the master report and the additional requirements of CRC Sections R337.1.3.1 and R337.7, as applicable. The products recognized in this supplement have not been evaluated for compliance with the International Wldland—Urban Interface Code®. This supplement expires concurrently with the master report, reissued March 2018. . . t �00 '� rrvSSP� Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 ALPINE Phone: (800)755-6001 alpineitw.com.com -Site Information: ;ustomer Gleckler & Sons Building Supply Job Number: 538318C IobDescription: 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )l 132 BEACH AVE. DUVAL C address: City, State, Zip: ATLANTIC BEACH, '* _Name, Address and License # of Structural EOR if one exists for the building: — Name: CHRIS SABOURIN 71461 1 License #: CHRIS SABOURIN 71461 Address: 1205 BEACH BLVD JACKSONVILLE BEACH, FL 3 1 City, State, Zip: State: _Job Engineering Criteria: Design Code: FBC 2017 RES View Version: 17.02.02.1213.21 JRef #: 1 W b993530008 Wird Standard: ASCE 7-10 Wind Speed (mph): 130 Roof Load (psi): 20.00-7.00-0.00- Floor Load (psi): None 10.00 This package contains a job notes page, 9 truss drawings and 3 details. Item Seal # Truss 1 145.18.1541.31147 E32 3 145.18.1543.16037 G39 5 145.18.1543.34953 E34 7 145.18.1543.52060 G36 9 145.18.1544.18153 H40 2 -PLY Item Seal # Truss 2 145.18.1542.19907 E33 4 145.18.1543.19663 G38 6 145.18.1543.44067 E35 8 145.18.1544.01780 G37 is a /* .. • :• FATE 0 NA This This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be 05/25/2018 verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 5/25/2018 4:51:39 PM Job Number: 538318C Ply: 1 SEON: 865995 / T6 COMN Cust: R9353 JRef: 1Wb993530008 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY) 1132 BEACH AVE DUVAL C Qty: 5 FROM: RCT DrwNo: 145.18.1541.31147 Truss Label: E32 j JB / DF 05/25/2018 8'4"14 8'4"14 12'1"9 + 14'5"12 1 20'11"8 3'8"11 2'4"3 1 6'5"12 1114X8 20'11 "8 8'4"14 3'6"15 2'5"15 65"12 r 8'4"14 I 11'11"13 14'5"12 } 20'11"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def1ICSl Criteria ♦ Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.404 G 610 240 A 526 / 236 / 254 / - /94 /5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.099 G 327 180 E 514 /189 /247 / - /- /5.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.122 F - - Wind reactions based on MWFRS EXP: D Des Ld: 37.00 HORZ L : 0.228 F �) A Min Br Width Re 1.5 g q Mean Height: 29.76 ft Height: t: NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 E Min Brg Width Req = 1.5 TCDL: Soffit: 2.00 p BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.382 Bearings A & E are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.524 Members not listed have forces less than 375# Spacing: 16.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.148 Maximum Top Chord Forces Per Ply (lbs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.33 WAVE VIEW Ver: 17.02.02A.1213.21 B - C 922 -1771 D - E 697 -1324 Lumber C - D 676 -1261 Top chord 2x8 SP SS Dense :T2 2x4 SP #2: Maximum Bot Chord Forces Per Ply (lbs) Bot chord 2x4 SP #2 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Tray Scab(s) B - G 1865 -955 F - E 1257 -639 G - F 1864 -956 (1) 2x8xl3-11-13 x SP SS Dense scab at left end. Attach scab to face of chord with: 0.131"x3", min. Fo Maximum Web eb Fo Forces Per Ply (lbs) nails @ 8" oc, plus additional nail clusters at: BRG.: (2), heel: (5), 1st panel point: (3). Webs Ten p Wind C - F 362 -666 Wind loads based on MWFRS with additional C&C member design. i /* �J i � • ya �ATE :. #0 278k�iry'NA 05/25/2018 —WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,ship Ing, installing. and bracing.. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) Isafe y practices prior to performing these functions. Installers shall provide temporary r BCSI.. Unless noted oyherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly id ceilln Locations shown for ermanent lateral restraint of webs shall hav br idn insailed p r BCSI sections B3, B7 or 810, e._ Applgy plates to each face, ofptruss and position as shown above and on tfre Joinl9Details, unless noted otherwise. Defer to a division of I use of this drawing for any structure is the responsibility more information see this job's general notes page and these web sites: ALPINE: TPI: www.tpinst.org; SBCA: failure to build the 1 or cover pae n. The sui ability ALPINE NE mmyco pv 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 538318C 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )1132 BEACH AVE. DUVAL C Truss Label: E33 T rur1 N T N 1 Ply: 1 SEQN: 866006 / T4 SPEC Cust: R9353 JRef: 1Wb993530008 Qty: 1 FROM: RCT DrwNo: 145.18.1542.19907 JB / DF 05/25/2018 ,' ►-AT 8'414 +1320"11 14512i 164 84"14 1313 9 X1'4'"1 L 20'6,. 8'4"143'6"1 5'8"11 84"14 + 11'1015 + 14" + 20'0"11 ,5„ 46" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 130 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II VERT(TL): 0.838 O 334 180 EXP: D Des Ld: 37.00 Mean Height: 30.37 It NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 16.0 " C&C Dist a: 3.00 ft TPI Std: 2014 Loc. from endwall: not in 9.00 It Bearings A & F are a rigid surface. GCpi: 0.18 Max Web CSI: 0.221 Wind Duration: 1.33 Lumber Top chord 2x8 SP #2 :T3 2x4 SP #2 Bot chord 2x4 SP SS Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets U240. See DWG GBLLETIN1014 for more requirements. LATERALLY BRACE TOP CHORD BELOW FILLER AT 24" O.C, OR RIGID SHEATING, INCLUDING A LATERAL BRACE AT CHORD ENDS. Truss designed to support 8" maximum gable end overhang. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W A 311 / 81 /257 /- /157 /6.5 Pf: NA Ce: NA VERT(LL): 0.305 O 617 240 Lu: NA Cs: NA VERT(TL): 0.838 O 334 180 P* 157 /45 /145 /0 /0 /54.0 Snow Duration: NA HORZ(LL): 0.084 N - - J /290 HORZ(TL): 0.156 N Creep Factor: 2.0 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.600 P Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.609 Bearings A & F are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.221 FT/RT:20(0)/5(2) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.02A.1213.21 C - D 817 -475 F - H 760 -345 WAVE D - E 778 -440 H - J 758 -337 E - F 765 -355 J - M 754 -324 e 'J /* a `1 A i `+ .� • `ATE •• t>~ . #0 278 05/25/2018 ""WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom chord shall have a properly per BCSI sections B3, B7 or 910, finless noted otherwise. Refer to Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. N - M 649 -1486 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C -N 578 -1013 N -D 318 -541 )ine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing anV failure to build the ss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this dr3wirig or cover page. ling this drawing indicates acceptance of ro esslona engineering responslbilltV solely for the desi n shown. The suitability d use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S�C.2. more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsaf ALPINE NE -rrw C0' ` 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 538318C Ply: 1 SEON: 866009 / T8 MONO Cust: R9353 JRef: 1Wb993530008 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )1132 BEACH AVE. DUVAL C Qty: 1 FROM: RCT DrwNo: 145.18.1543.16037 Truss Label: G39 JB / DF 05/25/2018 Oi'7 2'9"1 4'2"13 7 2'8"10 1'S"12 1112X44 12 7 1112X4 B o_ 3X4(D1) fn C-' A F D 1II E 1112X4 1112X4 4,2"13 _ Qi'7 2"10 1'5"12 57 2'8'9"1 4'213 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pfin PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W F' 69 /39 /61 /- /28 /50.8 TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.002 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.005 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.001 E - - F Min Brg Width Req = - Des Lid. 37.00 EXP: D HORZ(TL): 0.001 C BearingF is rigid surface. ag Code / Misc Criteria NCBCLL: 10.00 Mean Height: 30.79 ft Creep Factor: 2.0 Soffit: 2.00 TCDL: 4.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.061 Members not listed have forces less than 375# BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.048 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.149 Loc. from endwall: not in 4.50 It FT/RT:20(0)/5(2) GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02A.1213.21 Wind Duration: 1.33 WAVE 1 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets U240. See DWG GBLLETIN1014 for more requirements. Truss designed to support 8" maximum gable end overhang. duotKti f z •, ATE .�4�t� ' • ' DRQ •,• •#( , #0 278 �QNAIL 05/25/2018 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Isses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building mponent Safety Information, by TPI an SBCA) f�OF safety practices prior to performing these functions. Installers shall provide temporarryY Icing per BCSI.. Unless noted otherwise,top chord shall have proper)vy attached structural sheathing and bottom chord shall have a pro Pry ached rigid ceilln Locations shown for ermanent lateral restraint iif webs shall have bracing installed per BCSI sections B3, B7 or B10 applicati e. Apply Oates to each face of truss and position as shown above and on the Joins Details, unless noted otherwise. Refer to' ALPINE swings 160A -Z for standard plate positions. line, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin an failure to build the o >s in conformance with ANSI/TPI 1, or for handlin4, shipping, installation and bracing of.trussesA seal on this drewfr�g or cover page .. 6750 Forum Drive Ing this drawing indicates acceptance of pro essioni engineering responsibility solely for the design shown. The sus ability Suite 305 J use of this gnawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www,sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32821 IR J r Job Number: 538318C Ply: 1 SEQN: 866012 / T2 JACK Cust: R9353 JRef: 1Wb993530008 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )l 132 BEACH AVE. DUVAL C Qty: 10 FROM: RCT DrwNo: 145.18.1543.19663 Truss Label: G38 JB / OF 05/25/2018 T 5"6 t Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 130 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Des Ld: 37.00 Mean Height: 31.17 It NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Plate Type(s): Loc. from endwall: not in 9.00 It WAVE GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Wind Wind loads based on MWFRS with additional C&C member design. B 4'6" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.006 C HORZ(TL): 0.007 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.332 TPI Std: 2014 Max BC CSI: 0.213 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/5(2) Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213.21 �ts� ,p' � ATE ��• Q' • t, 'gyp '•.o'cC 'QV- �V #0 278S/Q NAL �� 05/25/2018 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCS! (Building Installers shall provide temporary bottom chord shall have a properly per BCSI s coons B3, B74 810 ,mless note otherwise. Refer to d use of this drawing for any structure is the responsibility more information see this job's general notes page and these web sites: ALPINE: TPI: www, ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 177 /57 /117 /- /147 /5.5 C 83 /15 /65 /- /- /1.5 B 114 /135 /61 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# from this drawin an failure to build the \ seal on this drawiXg or cover pagge . . /ANSthe design shown. The suiTabillty ALPINE au my coMvn'ry 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 538318C Ply: 1 SEQN: 866024 / T1 MONO Cust: R9353 JRef: 1Wb993530008 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )l 132 BEACH AVE. DUVAL C Qty: 1 FROM: RCT DnvNo: 145.18.1543.34953 Truss Label: E34 JB / DF 05/25/2018 12'0"8 P 3'4"7 3'4"7 4'8"7+ 6'0"7+ 7.3"5+ 8'8'7 1, " 1'4" 1,2"13 1'S"3 12 -6-3 7 2 2'63 '4-1 C 6X6(*') 7'9"4 3X4[1 1 ] 4'3"4 -i 34"7 1'4 1'4" 5'6"13 5. r 3'4"7 + 4'8"'7 6'0"7 11'7"4 112-6-8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL /W P* 171 / 234 / 103 / - /85 /90.5 TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): -0.080 F 638 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.088 F 999 180 K 144 /124 /147 / - / - /5.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.048 F - - 1 343 /463 /200 - Des Ld: 37.00 EXP. D HORZ(TL): 0.051 F Wind reactions based on MWFRS Code I Misc Criteria NCBCLL: 10.00 Mean Height: 31.12 ft Creep Factor: 2.0 P Min Brg Width Req = - Soffit: 2.00 TCDL: 4.0 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.711 K Min Bigq Width Re 1.5 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.316 I Min BWidth Re q Bearings P & K are a rigid surface. Spacing: 16.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes P Max Web CSI: 0.293 Loc. from endwall: not in 9.33 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Web Forces Per Ply (Ibs) Wind Duration: 1.33 WAVE VIEW Ver: 17.02.02A.1213.21 Webs Tens Comp Webs Tens Comp Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [11] W3X4 1.50 L 1.50 Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 11.50 PSF one face and 16.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Wind Wind loads based on MWFRS with additional C&C member design. See DWG GBLLETIN1014 for more requirements C "ATE OF Z. 40 2789�i��C'Sis �Lr+r+r+ � 6+s** A' y a B - N 503 -297 G - H 402 -236 K -E 821 -522 H -J 518 -314 05/25/2018 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Bs require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building onent Safety Information, byY TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary g Cie Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ed ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10 'licab�e. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to' igs 160A -Z for standard plate positions. a division of ITW Build ng Components Group Inc.. shall not be responsible for any deviation from this drawing,an failure to build the n conformance with ANSI I/TPI 1, or for handlin j shipping, installation and bracing of.trussesA seal on this drawiXg or cover pa�e . . this drawing indicates acceptance of professional en ring responsibility solely for the design shown. The sui ability ise of this drawing, for any structure is the responsibilit�of the Building Designer per ANSI/TPI 1 Sec.2. e nrn....�enn �m rti� inn. nene.�i nroe" nine end rtie�e ,yeti eBne AI DINE ....... �InlndA.. nnm TD4 ..•..w.. InmeCGr`s ......• eMmAien• �nm I!`!` .......... ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 538318C Ply: 1 SEAN: 866021 / T12 GABL Cust: R9353 JRef: 1Wb993530008 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )1132 BEACH AVE. DUVAL C Qty: 1 FROM: RCT DrwNo: 145.18.1543.44067 Truss Label: E35 JB / DF 05/25/2018 ■1 6'0"4 6'0"4 j- 4'8"4 j-- 1'4" --{ (TYP) 12 3 0 =4X4 1113X4 C 1113X4 12'6" 6'5"12 H F 1112X4[6] 1112X4 1112X4[11] 12'6" 12'6" 12'6" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL /W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): -0.074 F 757 240 1- 120 /172 / 43 / - /11 /144 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.083 F 999 180 J 256 / 144 /114 / - / - /5.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.017 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: D HORZ(TL): 0.018 H - - I Min Brg Width Req = - NCBCLL: 10.00 Mean Height: 30.36 it Code / Misc Criteria Creep Factor: 2.0 J Min Brg Width Req = 1.5 TCDL: 4.0 psf Bearings I & J are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.609 g g Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.508 Members not listed have forces less than 375# Spacing: 16.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.278 Loc. from endwall: not in 9.33 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.33 WAVE VIEW Ver: 17.02.02A.1213.21 A- B 346 -396 D - E 347 -397 Lumber Top chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 A - H 489 -274 F - E 489 -274 Plating Notes H - F 518 -290 All plates are 3X4(D1) except as noted. Maximum Gable Forces Per Ply (Ibs) Plate Shift Table Gables Tens.Comp. Gables Tens. Comp. JT Plate Chord JT Plate Chord B - H 793 -466 F - D 803 -473 No Size Shift Bite No Size Shift Bite [6] W2X4 S 2.25 [11] W2X4 S 2.25 Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 11.50 PSF one face and 16.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. l" Wind Wind loads based on MWFRS with additional C&C v ',Y �•e • member design. Additional Notes • See DWG GBLLETIN0118 for gable wind bracing requirements. is ,I�y ±.� ATE ,• +cr OR, 9�`� Q....mak. #0 278 �a, NAL 05/25/2018 05/25/2018 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted ol0wise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly S�id ceiling.Locations shown for permanent latgral restraint 5f webs shall have bracinginstalled per BCSI sections B3, B7 or 810, e. ADD V Dlates to each face of truss and Dosltion as shown above and on the JoinDetails. unless noted otherwise. Refer to a division of comormance Wim ANSI/ I h'I 1, or Tor nanaiin% snipping, mstj this drawing indicates acceptance of professional en le of this drawing, for any structure is the responsibility information see this job's general notes page and these web sites: ALPINE: TPI: his drawin an failure to build the on this drawiXg or cover page . . Le desAn shown. The suifablllty ALPINE -n COMDAAfY 6750 Forum Drive Suite 305 Orlando FL, 32821 � J r Job Number. 538318C Ply: 1 SEAN: 866129 / T5 SPEC Cust: R9353 JRef: 1Wb993530008 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )l 1132 BEACH AVE. DUVAL C Qty: 12 FROM: RCT DrwNo: 145.18.1543.52060 Truss Label: G36 Page 1 of 2 JB / DF 05/25/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 !� 6'10"8 14'11'A 16'2" T' 610118 8'012 1'2"1 12 r 4X4(R1) -zzZ:Q 7 i 6'8"12 10'0"4 6'6"12 8'012 1'VA 6'8"12 14'9"8 1631 '' 6 9" Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NAI PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W Speed: 130 mph Enclosure: Closed Risk Category: 11 EXP: D Mean Height: 31.82 ft TCDL: 4.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4'T' reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [15] W2X4 S 2.50 Wind Wind loads based on MWFRS with additional C&C member design. Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/5(2) Plate Type(s): WAVE VERT(LL): -0.007 C 999 240 ♦ ..,� A 291 / 143 / 216 / - /155 /3.5 VERT(TL): 0.022 C 999 180 1 622 /411 / 559 / - / - /5.5 HORZ(LL): -0.005 1 - - F 375 / 247 / 280 / - / - / - HORZ(TL): 0.010 1 Wind reactions based on MWFRS Creep Factor: 2.0 A Min Brg Width Req = 1.5 Max TC CSI: 0.857 1 Min Brg Width Req = 1.5 Max BC CSI: 0.560 F Min Brg Width Req = - Max Web CSI: 0.180 Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) VIEW Ver: 17.02.02A.1213.21 Webs Tens.Comp. Webs Tens. Comp. I - B 504 - 454 H - D 459 -456 H - C 394 -229 D - G 400 -466 VTE . ♦�tt f f,yy #0 278r��.,yt�l NA 05/25/2018 05/25/2018 ""WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom chord shall have a progeny per BCSI sections B3, B7 or 810, unless noted otherwise. Refer to d use of this arawing for any structure is the responsibility more information see this job's general notes page and these web sites: ALPINE: TPI: www.tpinst.org; SECA: failure to build the 1 or cover page n. The suithbility A IPL NE AN nW commN 6750 Forum Drive Suite 305 Orlando FL, 32821 x Nd ( Job Number: 538318C Ply: 1 SEAN: 866129 / T5 SPEC I CusL R9353 JRef: 1Wb993530008 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )l 132 BEACH AVE. DUVAL C Qty: 12 �FROM: RCT DrwNo: 145.18.1543.52060 Truss Label: G36 Page 2 of 2 JB / DF 05/25/2018 Hangers / Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong -Tie. Please refer to the most recent Simpson Strong -Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Bearing at location x=16'6" uses the following support conditions: 16'6" Bearing G (166", 29'4"14) HTU26 Supporting Member: (2)2x6 SP SS Dense (20) 0.148"x3.25" nails into supporting member, (11) 0.148"x1.5" nails into supported member. 0 11 - l iCs}}� ®t•• f i *i • E * D S" AI tz ''�f (i '�•YAefii*�+ #0 278�4,Iy� s�O NAI - n 05/25/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeerly attached n id ceilin Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or B10 as applicab)e. Appy plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to' drawings 160A -Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin of failure to build the truss in conformance with ANSI 1, or for handlinj shipping, installation and bracing of.trussesA Seal on this drawinq or cover page. listing this drawing,indicates acceptance of pro) essiona en rneerin responsibilitty� sole) for the desi n shown. The sui bility and use of this awing for any structure is the responsibility of the Building Desigrfer pePANSI/TPI 1 S$c.2. ALPINE o 6750 Forum Drive Suite 305 Orlando FL, 32821 r I r Job Number: 538318C Py: 1 .$EON: 866044 / T11 GABL Cust: R9353 JRef: 1Wb993530008 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )1132 BEACH AVE. DUVAL C City: 2 FROM: RCT DrwNo: 145.18.1544.01780 Truss Label: G37 JB / DF 05/25/2018 14'10"5 16'9" 1'10"1 12 5'63 1'4" —{ -4X4 R1) Q 7 rrYP) fr Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 130 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Pf: NA Ce: NA EXP. D Des Ld: 37.00 Mean Height: 31.41 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Bldg Code: FBC 2017 RES Loc. from endwall: Any GCpi: 0.18 Max BC CSI: 0.439 Wind Duration: 1.33 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [25) W2X4 S 2.25 Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 11.50 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. T 1 16'9" 16'9" 16'9" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W V* 148 / 88 /90 /- /17 /201 Pf: NA Ce: NA VERT(LL): 0.052 U 999 240 Lu: NA Cs: NA VERT(TL): 0.142 U 999 180 T /120 Snow Duration: NA HORZ(LL): -0.010 U - - Wind reactions based on MWFRS HORZ(TL): 0.013 U Creep Factor: 2.0 V Min Brg Width Req = - Bearing V is a rigid surface. Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.628 TPI Std: 2014 Max BC CSI: 0.439 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.310 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:20(0)/5(2) - Plate Type(s): A - U 416 -231 U - S 429 -241 VIEW Ver: 17.02.02A.1213.21 WAVE Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. B - U 634 -558 Wind ♦ fly''" v�- •� Wind loads based on MWFRS with additional C&C ♦ 1648 member design. # ; Right end vertical exposed to wind pressure. ; o" Deflection meets U240. Additional Notes See DWG GBLLETIN0118 for gable wind bracing requirements. VATE OF #0 278 "IONA 05/25/2018 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom chord shall have a properly mp r BCSI sections 63, B7 or 610 ess noted otherwise. Refer to tine, a division of ITW B ildin omponents Grpup InC. shall not be res onslble for any deviation from this drawin an failure to build the ss in conformance with /�NSIf} 1 1, or for handlinj shipping, InstallatiTIn and bracing of.trussesA seal on this dr�wiXg or cover page. . ling this drawing indicates acceptance of pro essiona engineering responsibility solely for the desi n shown. The suitabrllty d use of this drawing for any structure is fhe responsibility of the Building Desigrfer per ANSI/TPI 1 Sec.2. more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsaf ALPINE NE AN MCdAPAHY 6750 Forum Drive Suite 305 Orlando FL, 32821 I V. r Job Number. 538318C Ply: 2 SEAN: 866112 / T7 MONO Cust: R9353 JRef: 1Wb993530008 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )1132 BEACH AVE. DUVAL C Qty: 1 FROM: RCT DrwNo: 145.18.1544.18153 Truss Label: H40 2 -PLY Page 1 of 2 JB / DF 05/25/2018 2 Complete Trusses Required 6'2"4 11'10" 17'6"12 23'4"8 6'2"4 57'12 5'8"12 69"12 8X8 = 8X8 = 8X8 = 8X8 1114X10 A B C D E T (a) W9 o W1 W2 M 1 J I H G F 1114X 10 = 8X8 = 8X8 = 8X8 = 8X8[16] 23'4"8 5'9"12 5'8"12 57"12 6'2"4 5'9"12 + 11,6"8 17,2"4 23'4"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): -0.222 H 999 240 J 3935 /2909 / - / - / - /5.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.485 H 843 180 F 3744 / 2583 / - / - / - /5.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.043 A - - Wind reactions based on MWFRS Des Ld: 37.00 EXP. D HORZ(TL): 0.064 A J Min Brg Width Req = 2.0 Mean Height: 32.48 ft NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria CreepFactor: 2.0 F Min Brg Width Req = 1.9 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.654 Bearings J & F are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.475 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.955 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.33 WAVE VIEW Ver: 17.02.02A.1213.21 A- B 2504 -3554 C - D 2526 -3643 Lumber Plate Shift Table B - C 3273 -4715 Top chord 2x6 SP #2 JT Plate Chord JT Plate Chord d Forces Per Ply (Ibs) Bot Chord Maximum BoBoTens.Comp.horChords Bot chord 2x6 SP SS Dense Webs 2x4 SP #3:W1, W9 2x6 SP #2: No Size Shift Site No Size Shift Bite Chords Tens. Comp. [16] W8X8 3.75 R 4.75 :W2 2x4 SP #2: I - H 3638 -2540 G - F 3498 -2406 Bracing Purlins H - G 4685 -3229 The TC of this truss shall be braced with attached (a) Continuous lateral restraint equally spaced on spans at 24" oc in lieu of structural sheathing. member. Maximum Web Forces Per PI lbs y (lbs) Wind Webs Tens.Comp. Webs Tens. Comp. Nailnote Wind loads and reactions based on MWFRS. A - J 1168 -1639 C - G 819 -1158 Nail Schedule:0.131 "x3", min. nails End verticals exposed to wind pressure. Deflection A-1 3833 -2677 G - D 1305 -780 Top Chord: 1 Row @12.00' o.c. meets U240. I - B 626 -763 D - F 2613 -3773 Bot Chord: 1 Row @ 6.50" o.c. B - H 1197 -778 Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 1/2" bolts MAY BE USED FOR (2) 0.131"x3", min. nails ON ♦ +••• �%L EITHER THE TOP OR BOTTOM CHORDS. 4V �•••' Q ♦♦♦` ` s�♦'♦ Y' Special Loads +► --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) �, 648 TC: From 27 plf at 0.00 to 27 plf at 23.38 BC: From ; i 10 plf at 0.00 to 10 plf at 23.38 * ; TC: 114 Ib Conc. Load at 3.35, 5.35, 7.35, 9.35 = • • 11.35,13.35,15.35,17.35,19.35,21.35 • AT BC: 343 Ib Conc. Load at 1.31 BC: 375 Ib Conc. Load at 2.02, 3.69, 5.69, 7.69 •'C1 : •+• 1� 9.69,11.02,12.35,13.69,15.69,17.69,19.69 �4� i%`•+��� BC: 83 Ib Conc. Load at 3.35, 5.35, 7.35, 9.35 O�`Q•+•`�v Orr {� '+..,�...•' 11.35,13.35,15.35,17.35,19.35 V r�riy /O �SJN t�� BC: 458 Ib Conc. Load at 21.35 #0 278 �4 V �N "y/ISM111/11W1W 05/25/2018 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shi pIng, Component Safety Information, by TPI an � SBCA) fo'r satPely stalling and bracing.. Refer to and follow the latest edition of BCSI (Building to these functions. Installers shall temporary practices prior performing provide bracing per BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling Locations shown for lateral restraint of webs shall have br cin installed per BCSI sections B3, B7 or 610, _permanent as applicable. Apply Oates to each face. otruss and position as shown above and on the Joi l Details, unless noted otherwise. Refer to drawings 160A -Z for standard plate positions. LP I N E ,q Alpine, a division of ITW Buildin omponents Group Inc. shall not be responsible for any deviation from this drawin� any failure to build the NRW COMMNY truss in ANSI/ 1 1, handling, wing conformance with or or shipping, installation and bracing of trussesA seal on this dr, or cover page , . 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the desiqn shown. The sui bility Suite For this drawing, for is the DesigFier ANSIf PI 1 and use of any structure the responsibility of Building per S-ec.2.305 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.or ; SBCA: www.sbcindus .com; ICC: wwwAccsafe.org Orlando FL, 32821 ♦ V.T Job Number: 538318C Ply: 2 SEQN: 866112 / T7 MONO Cust: R9353 JRef: =993530008 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )l 132 BEACH AVE. DUVAL C Qty: 1 FROM: RCT DrwNo: 145.18.1544.18153 Truss Label: H40 2 -PLY Page 2 of 2 JB / DF 05/25/2018 Deflection Max JT VERT DEFL: LL: -0.22" DL: 0.31". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes Truss must be installed as shown with top chord up. i ,Q §ATE 61F • #0 278 NAI. 05/25/2018 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingsh�ping, installing.and bracing.. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) r sa ety practices prior to performing these functions. Installers shall provide temporarryy r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly aid ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610 e. Applgy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. defer to 60A -Z for standard plate positions. of 'INI 1, or Torr acceptance any structure from this drawin any failure to build the seal on this dr wi Yg or cover page 'for the design shown. The suil9ability .R CO MT 6750 Forum Drive Suite 305 Orlando FL, 32821 'T Relnfoi Memk Go Tr Gable Detail Fnr I Pt—in VPrtirnl�, Gable Truss Plate Sizes ppropriate Alpine gable detall for e sizes for vertical studs. Engineered truss design for peak, ,b, and heel plates. vertical plates overlap, use a Lte that covers the total area of lapped plates to span the web, e, 2X4 2X4 2X8 Provide connections for uplift specified on the engineered truss design Attach each 'T' reinforcing member with End Driven Nails, lOd Common (0.148'x 3,',min) Nails at 4' o,c. plus (4) nails In the top and bottom chords. Toenalled Nails - 10d Common (0.148'x3',min) Toenails at 4' o.c. plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load, ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 6 ASCE 7-16 Gable Detail Drawings A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, A18015ENC100118, A20015ENC100118, A20015END100118, A200 1ft/i A11530ENC100118, A12030ENC100118, A14030ENCIOOII ,Moolk A18030ENC100118, A20030ENC100118, A20030END100511515ENC100118, 512015ENC100118, 514015ENC10S18015ENC100118, 520015ENC100118, S20015EN �1�� S11530ENC100118, S12030ENC100118, 514030E S18030ENC100118, 520030ENC100118, S20030fiND100"''1+S20 ED100 18S See appropriate Alpine gable detall for • a 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End -nail Toconvert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detall). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. ✓eb Length Increase w/ 'T' Brace F. Re f, T' Mbr, Slze Increase 2x4 30 Examples 2x6 20 ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c, SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' —VARNuxI— READ AND FOLLOW ALL MMES ON THIS DRAVIIUq jj 71f * /�4,TIE ra — REF LET—IN VERT e-IW13RTANTre FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, J Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer tC nd R r follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for sa ty . DATE 1/02/2018 practices prior to performing these functions. Installers shall provide temporary bracing per B� Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom ar a Zt`` D R W G G B L L E T I N 0118 r shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of w s �.� shall have bracing ion as s per BCSI sections Ih B7 or BIO, as applicable. APPLY Plates to each Fa �s / d OR of truss and position as shorn above and on the Joint Details, unless noted otherwise. ij :e, * e= Refer to drawings 160A-2 for standard plate positions. '+M*s�_s,er• Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any devlation from +r/ AN RW COMPANY thls drawing, any failure to build the truss M conformance with ANSI/TPI 1, or for hnndling, shipping, SII is Installation L bracing of trusses. �ifry �0 AL�►'' MAX. TOT, LD, 60 PSF A seal on this drawrnp or cover page listing this drawrq, Irwcates acceptance of professional I/M ��,e� \\13723\Riverpon\Drive erngrneeNng respansrdnty solely for the design shorn. The suitability and use of this drawing �t/1,1/(f :i�i!!V DUR, FAC. ANY \\Suite\200 for any s't—.t—. Is the responbM sUty of the Building Designer per ANSI/TPI I Sect. #0 278 05/25/2018 \\Maryland\Heights,\MO\63043 Fmore Information see this ,Job's general notes page and these web sites, ALPINESor r—alpineitw.coni TPI, www.tpinst,orgi SBCA- wwwsbcindustry.orgi ICC, www.iccsafe.org MAX, SPACING 24.0' 46 CLR Reinforcing Member Substitution I This detall is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired, Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T -reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6010 T -reinforcement, L -reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 010 Center scab on wide face of web, Apply (1) scab to each Face of web, T -Reinforcement Or T-Reinf, \ L -Reinforcement; or L-Reinf, Apply to either side of web narrow face, Attachwith 10d <0,128'x3,0',min) nails at 6' o. c. Reinforcing member Is a minimum 80% of web member length. T-Reinf. L-Reinf, Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3,0',min) nails at 6' o,c. Reinforcing member Is a minimum 807 of web member length, evx`"S,�� solo ! 3T i•�*� Scab ..WAR"67 READ AND FOLLOW ALL NOTES ON THIS DRAVINGI 3 // 1 [�—,y,. PSF REF CLR Subst, ..IMPORTANT.. FIRMSN TMS AND TO ALL CONTRACTORS INCLUDING THE INSTALLERS. - J icier{+ _7C Trusses require extreme core In fabricating, handhp, shipping, Installbq and bracing. Refer tjn* • Df PSF follow the latest edition of BCSI (Binding Component Safety Information, by TPI antl SBCA) for s ety • C D f PSF DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per, B{L ! ,T Unless noted otherwise, top chord shall have properly attached structural sheathlmg and bottomr�h.r ' ATE Dm PSF DRWG BRCLBSUB1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of d FT �� I� shall truss and osi Installed own BCSI sections the J or BLD, az unless no Apply plates to rade �e p • �' AL ll� O III��� of truss and position as shown above and m the JoYit Details, unless rated otherwise. � • 4� 'ji�1 PSF Refer to drawings 160x1 -Z for standard plate positions. J ^• i� •• Alpine, a dlvision of ITV Building Components Group Inc. shall not be responsible for any deviation f �'••• AN rrW aDMPANY ays dra. �� . U R • � , L D, P S F hq, any falve to Wld the truss In conformance with ANSI/TPI L, or for hnndM0, shipping, •A11ra•.B t•�•• Installation L bracing of trusses. A seal on this drawing or cover page Ilstbmg this drawing, Indicates acceptance of prafesslonal �i jj�/��/■ f�4 {s{,,,+t DOR. FAC. 1\1 3723\ Riverpod\ Drive •ngti••ring resp y solely o� Mry design sho The s and! usii� of this t Sect. �� '`! /`•' 1 /"� L \\uite\200 fes' structure Is the of the Bind (�.`- \\Maryland\Heights,\MO\63043 Far more Information see this Job's general notes page and these web sltev �llgry{{{{{ SPACING ALPINE, w walphettw,conl TPI- www.tpinst.orgi SBCA, wwwsbchdustry.org, ICC, wwwJccsmfe.org Commentary Camber may be built into trusses to compensate for the vertical deflection that results from the application of loads, Providing camber has the following advantages: • Helps to ensure level ceilings and floors after dead loads are applied, 41 Facilitates drainage to avoid ponding on flat or low slope roofs, Def lection and Camber L = Span of Truss (inches) D = Depth of Truss at Deflection Point (inches) ------------------------------------------------------------------------- Recommended Truss Deflection Limits Truss Type L/D Deflection Limits Live Load Total Load Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Compensates for different deflection Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses, Trusses Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag,' Roof Trusses Avoids 'dips' in roof ridgelines at the transition from the gable to adjacent clear span trusses, In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the Location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system, The Building Designer shall also specify any dead load, live load, and in-service creep deflection criteria for flat or low -slope roofs subject to ponding Loads. The amount of camber is dependent on the truss type, span, loading, application, etceteras, More restrictive limits for allowable deflection and slenderness ratio (L/D) may be required to help control vibration, The following tables are provided as guidelines for Limiting deflection and estimating camber, Conditions or codes may exist that require exceeding these recommendations, or past experience may warrant using more stringent limitations, Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses ------------------- Truss Type Pitched Trusses Sloping Parallel Chord Trusses Floor Trusses Flat Roof Trusses Note: T t "WARI@1GIs READ MID FOLLOW ALL NOTES ON THIS DRAWING ssgpCQTANTss FLXWSH THIS DRAWING TO ALL CONTRACTORS DNOLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handing, shipping, Installing and bracing. Refer Fallon the latest edition of BCSI (Building Conponent Safety Information, by TPI and SBCA) far felt practices prior to perfornlng these functions. Installers shall provide temporary bracing perN'7�- Unless noted otherwise, top chord shall have properly attached structural sheathing and boltshall have a properly attached rigid catling. Locations shorn for permanent lateral restrolnt 1�shall have bracing Installed per BCSI sections H3, B7 or BIO, as applicable. Apply plates to eac �H1 g of truss and position as shown above and an the hint Details, unless noted otherwise. +`r 111J— Refer to draehgs 160A-2 far standard plate positions. 0. Alpine, division of ITV Building Corponents Group Inc. shall not be sponslble far any deviation i AN Rw AM Y this drawing any failure to build the truss In conformance with ANSI/TPI 1, or For handling, shipping, Installation L bracing of trusses. A seal on this drawing ar cover page Ilsting this drawing, Indicates acceptance of professional \ I' r 3723\ Riverport\ Drive engineering responsblltty solely far the design shorn The suitability and! use, of this drawing \ \ Suite\ 200 for any structure Is the responsibility of the Building Designer per ANSLTPI I Sect. \ \Maryland\ Heights,\ MO\ 63043 For Hare Infornatbn see this Job's general notes page and these web sites ALPINE, r r.alpinelte.comi TPL rwwApinst—iii SBCA- wwwsbcIndustry,orgi ICG wwwJccsafe.org 24 0,75' (horizontal) 1,25' (horizontal) ------------------------------------------- Recommended Camber 1,00 x Deflection from Actual Dead Load 1,5 x Vertical Deflection from Actual Dead Load (0.25 x Deflection from Live Load) + Actual Dead Load (0,25 x Deflection from Live Load) + Oykx Design Dead Load Deflection) a ATE CYF `..•• R5 be considerably less than REF DEFLEC/CAMB DATE 10/01/14 1+ DRWG DEFLCAMB1014 N A OFFIGL ALPINE Ciro Infnrmafinn Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.com 'ustomer. _ Gleckler & Sons Building Supply Job Number: 538318A lobDescription: 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )1132 BEACH AVE. DUVAL C 4ddress: I City, State, Zip: ATLANTIC BEACH, " _Name, Address and License # of Structural EOR if one exists for the building: — Name: CHRIS SABOURIN 71461 1 License #: CHRIS SABOURIN 71461 Address: 1205 BEACH BLVD JACKSONVILLE BEACH, FL 3 1 City, State, Zip: State: _Job Engineering Criteria: Design Code: FBC 2017 RES View Version: 17.02.02.1213.21 JRef #: 1 W b993530009 Word Standard: NA Wind Speed (mph): N/A Roof Load (pst): None Floor Load (pst): 40.00-10.00-0.00- 5.00 This package contains a job notes page, 18 truss drawings and 4 details. Item Seal # Truss 1 145.18.1426.20287 F1 3 145.18.1426.55007 F3 5 145.18.1428.54110 F5 7 145.18.1429.11247 F7 9 145.18.1429.31140 F9 11 145.18.1429.58320 F11 13 145.18.1430.10843 F13 15 145.18.1434.29520 All5 2 -PLY 17 145.18.1433.12157 B17 Item Seal # Truss 2 145.18.1426.40953 F2 4 145.18.1428.42053 F4 6 145.18.1428.57913 F6 8 145.18.1429.23330 F8 10 145.18.1429.35900 F10 12 145.18.1430.04420 F12 14 145.18.1432.02730 FT14 3 -PLY 16 145.18.1433.00937 B16 18 145.18.1433.33303 B18 Florida Certificate of Product Approval #FL1999 Printed 5/25/2018 4:52:28 PM J � ks ; S 3 Q. 648StATE R '�h"���•�FL 0R,9P•G�1# 0 ......... This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be 05/25/2018 verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 5/25/2018 4:52:28 PM Job Number: 8A Ply: 1 SEQN: 353 Truss L bCi A 1E31DUVAL CTY (CHAPIN CARPENTRY )l 132 BEACH AVE. DUVAL C Qty: 7 FROM: RCT25 ! T12 SY42 Drw o 9145 8.1426.287 .20 01839 TCE 10'11'T 1 12'11"8 23'11" 1011 "8 2' it 1011 "8 2'6„ I— 2'6"12 2'6"12 -- 2'6"12 1 2'6"12 �{ 5X5[3] =4X6 ������I/��������� =4X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP SS Dense :T2 4x2 SP #2: Bot chord 4x2 SP SS Dense Webs 4x2 SP #3 Plating Notes All plates are 2X4 except as noted. (1) - plates so marked were sized using 0% Fabrication Tolerance, 2 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [ 3] WSXS 3.00 L 1.25 [26] W5X5 3.00 R 1.25 Deflection Max JT VERT DEFL: LL: 0.47" DL: 0.44". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging =3X3 1113X4 W=H0310(1) 23'11" 1113X4 = 3X3 =4X4 =4X6 =5X5126] Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL): 0.475 G 591 360 AC 1303 / - / - / - / - /5.0 Lu: NA Cs: NA VERT(TL): 0.833 G 429 240 O 1303 / - / - / - / - /5.0 Snow Duration: NA HORZ(LL): 0.075 B - - AC Min Brg Width Req = 1.5 HORZ(TL): 0.103 B O Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings AC & O are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.883 TPI Std: 2014 Max BC CSI: 0.610 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.759 Maximum Top Chord Forces Per Ply (Ibs)Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/5(2) Plate Type(s): A- B 0 -1070 G- H 0- 5439 WAVE, HS VIEW Ver: 17.02.02A.1213.21 B - C 0 -2927 H-1 0 - 5128 C -D 0 -4315 I -J 0 -5128 D -E 0 -5127 J -K 0 -4314 E- F 0- 5439 K- L 0- 2927 F- G 0- 5444 L- M 0 -1071 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AB -AA 2128 0 V - U 5444 0 AA- Z 3740 0 U- T 5399 0 Z- Y 3740 0 T- S 4839 0 Y- X 4840 0 S- R 3742 0 X- W 5395 0 R-0 3742 0 W- V 5395 0 Q- P 2128 0 Maximum Web Forces Per Ply (Ibs) r�JJJ+ ) 1• �r� Webs Tens.Comp. Webs Tens. Comp. �+*�w• • esu �! A -AC 0 -1228 G - U 258 -502 ® 00 $�0� ♦' A -AB 1592 0 U - H 691 -393 ° i,,� f; ♦ AB- B 0 -1573 H - T 0 -554 • . B -AA 1188 0 T- J 492 0 0648 i AA- C 0 -1177 J- S 0 -781 i C- Y 832 0 S- K 828 0 recommendations. Y - D 0 -781 Deflection ; D X 492 0 K - Q 0 -1180 Q L 1187 0 estimate assumes composite action with - single layer of the appropriate span rated glue -nailed w �� ; X - E 0 -554 "� "s - L - P 0 -1572 wood sheathing. i ; (� E - V 693 -383 Truss must be installed as shown with top chord up.�ir,�•,.*/C`� R�{1Q"��� R V - F 247 -504 P - M 1593 0 M-0 0 -1228 #0 278 /ONAL 05/25/2018 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT * FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byY� TPI and SBCA) for sa y practices prior to performing these functions. Installers shall provide temporary bracin per BCSI., Unless noted ov.ise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attachd rigqid ceiling Locations shown for ermanent lateral restraint of webs shall have braacin Ins�alled per BCSI sections B3, B7 or 810, as appllcaf3le. Apply Oates to each face oftrussand position as shown above and on the Joi I etalls, unless noted otherwise. f7efer to drawings 160A -Z for standard plate positions. ALPINE Alpine, a division of ITW Build 11'ng Components GTup Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, Installation and bracing of,trussesA seal on this drawing or cover page , , ANm C< 1, 6750 Forum Drive listing this drawin� indicates acceptance of pro essionA engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is a responsibility of the uilding Desigrier per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA_www.sbcindust .com; ICC: www.imsafe.org Orlando FL, 32821 4 A 1 Job Number. 538318A 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )l 132 BEACH AVE. DUVAL C Truss Label: F2 T 7'8 1 1'2"8 �}— 1'4" —{ (TYP) Py: 1 SECiN: 865930 / T4 SY42 Cust: R9353 JRef: 1Wb993530009 City: 1 FROM: RCT DrwNo: 145.18.1426.40953 TCE / DF 05/25/2018 23'4"8 22'1 "4 � 0+0,� 3X3 = W=3X4 A K T 23'4"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.000 H 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.000 H 999 240 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.000 B - - Des Ld: 55.00 EXP. HORZ(TL): 0.000 B Code / Misc Criteria NCBCLL: 10.00 H Mean Height: NA ft TCDL: NA psf Creep Factor: 2.0 Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.101 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.025 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.032 Loc. from endwall: NA FT/RT:20(0)/5(2) I: NA GCpi: NA Plate Type(s): VIEW Ver: 17.02.02A.1213.21 Wind Duration: NA WAVE Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Plating Notes All plates are 2X4 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. 7 •• e ,.p °• ATE +. • e #0 278 �i���Fs�/O'Y A'L>t 11, 05/25/2018 ♦ Maximum Reactions (lbs), or •=PLF Loc R / U / Rw / Rh / RL /W AO.109 /- /- /- /- /280 AO Min Brg Width Req = - Bearing AO is a rigid surface. Members not listed have forces less than 375# "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin ship rng, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anti SBCA) f�F safepty practices pnor to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attach�d rigid ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, 67 or B10, as applica ge. Apply plates to each face, ofPtruss and position as shown above and on the aoint9Detalls, unless noted otherwise. Refer to ALPINE drawings 160A -Z for standard plate positrons. Alpine, a division of ITW B ilding omponents G�up InC. shall not be responsible for any deviation from this drawin� any failure to build the µ wC truss In conformance with fYNSI/T 1 1, or for han ling, shippinlq, installation and bracing of trussesA seal on this dr wi g or cover page .. 6750 Forum Drive listing this drawing indicates acceptance of proTessiona, engineering responsibility solely for the design n shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.or ; SBCA: www.sbcindus .com; ICC: www.icesafe.org Orlando FL, 32821 Job Number. 538318A Py: 1 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )l 132 BEACH AVE. DUVAL C Qty: 6 Truss Label: F3 5'5'T5" 17'5" 5,5" 1 2, r 9,9" (TYP) [- 1'10"12 -{ 2'6"12 —i 2'6"12 SEQN: 865831 / T17 SY42 Cust: R9353 JRef: 1Wb993530009 FROM: RCT DrwNo: 145.18.1426.55007 TCE / DF 05/25/2018 195" 23'4"8 2' T11"111 V��Z Alb 3'9 T S R Q 3X3 =3X3 =3X3 =3X3[26] 1112X4 11'8"2 =3X6 =3X3 3X3 3X3 1116X6 =3X3(11] =4X6 =3X3 =W=3X4XII2X4 1112X4 =3X3 -3X2X4 A B C D E F G H I J K L M N 1112X4 =3X3[3] 11'8"6 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA AC 634 / - / - / - / - EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft AC Min Big Width Req = 1.5 Loc. from endwall: NA Code / Misc Criteria I: NA GCpi: NA W Min Brg Width Req = 1.5 Wind Duration: NA Lumber Max TC CSI: 0.899 Top chord 42 SP #2 0 -672 Bot chord 42 SP #2 Max BC CSI: 0.851 Webs 42 SP #3 Rep Factors Used: Yes Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [ 3] W3X3 1.75 L 1.25 [11] W3X3 1.75 L 1.25 [16] W3X4 1.50 R 1.25 [26] W3X3 1.75 R 1.25 [27] W3X3 1.25 R 1.25 Additional Notes Tens. Comp. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. 0 -934 Truss must be installed as shown with top chord up. 23'4"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) U Pg NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL): 0.106 D 999 360 AC 634 / - / - / - / - /5.0 Lu: NA Cs: NA VERT(TL): 0.217 D 864 240 y1/ 1390 / - / - / - / - /5.3 Snow Duration: NA HORZ(LL): 0.028 B - - P 605 / - / - / - / - /5.0 S- HORZ(TL): 0.042 B AC Min Big Width Req = 1.5 0 Code / Misc Criteria Creep Factor: 2.0 W Min Brg Width Req = 1.5 - Q Bldg Code: FBC 2017 RES Max TC CSI: 0.899 P Min Brg Width Req = 1.5 0 -672 TPI Std: 2014 Max BC CSI: 0.851 Bearings AC, W, & P are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.366 FT/RT:12(0)/5(2) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): I Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02A.1213.21 A- B 0 -449 1- J 0 -934 B -C 0-1084 J - K 0 -1105 C -D, 0-1152 K -L 0 -1105 D -E 0 -1154 L -M 0 -1094 E -F 0 -1142 M -N 0 -427 H-1 0 -934 s SM ' . §(ATE 0 R \Yl,• a.���/r,�T slOItiAL a Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AB -AA 888 0 V - U 0 -672 AA- Z 1155 0 U- T 700 0 Z -Y 1154 0 T - S 1121 0 Y- X 782 -143 S- R 1105 0 X -W 0 -672 R - Q 861 0 W - V 0 -672 N -P 0 -560 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp A -AC 0 -627 G- U 768 0 A -AB 671 0 U- H 0 -759 AB -B 0 -652 H -T 417 0 Y- F 648 0 R- M 457 0 F- X 0- 759 M-0 0 -646 X- G 708 0 Q- N 636 0 G -V 0-1317 N -P 0 -560 #0 278 r`"t"urkgtattwu►t't� 05/25/2018 -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq ship In installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fb� safety lractices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oo�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applica��e. Apply plates to each face oT truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE 1 LP I N E drawings 160A -Z for standard plate positions. f-1 Alpine, a division of ITW Build 1'n Components Group Inc. shall not be responsi¢le for. any deviation from this drawing,any failure to build the ;a truss in conformance with ANSI/$PI 1, or for handllnj shipping, installation and bracing of.trussesA seal on this drawing or cover pa a .. 6750 Forum Drive listing this drawing indicates acceptance of pro essfona en ineering responsibilftt�� solely for the design shown. The sui ability and use of this drawing for any structure is the responsibility' of the Building Desigrfer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.or ; SBCA: www.sbcindust .tom; ICC: www.iccsafe.org Orlando FL, 32821 Job Number: 538318A Deft/CSI Criteria Py: 1 SEAN: 865873 / T11 SY42 Cust: R9353 JRef: 1Wb993530009 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )l 132 BEACH AVE. DUVAL C Qty: 1 FROM: RCT VERT(LL): 0.045 K 999 360 AB 1902 / - / - / - / - DrwNo: 145.18.1428.42053 Y- X Truss Label: F4 VERT(TL): 0.157 K 999 240 W 1333 / - / - / - / - /5.3 X -W Snow Duration: NA TCE / DF 05/25/2018 /5.0 W -V 0-1026 HORZ(TL): 0.024 A AB Min Brg Width Req = 1.5 414 -30 Code / Misc Criteria 5'S" 7'S" 17'5" 0 19'5" 23'4"8 5'S" 2' 10' 595 2' 3'11"8 F� 2'6" 26"12 —{ 0 Rep Factors Used: Yes Max Web CSI: 0.397 (TYP) 2,6„12 Maximum Top Chord Forces Per Ply (Ibs) =4X4r2] = W=3X4 = 3X3 Chords Tens.Comp. Chords = 3X3 2X4 = 3X3 = 3X3 1116X6 1116X6 —_3X3 =4X6 = 3X3 1112X4 1112X4 _=3X3 = 2X4 A B C D E F G H I J K L M N AC AB n AA Z Y X V V U III 3X4[3][3]=3X3 =3X8 =3X8 =3X3 III 1112X4 113X4[17][17] W=3X4 10'9"6 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP. NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psi Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Special Loads --(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.12 to 100 plf at 23.25 BC: From 10 plf at 0.00 to 10 pif at 23.38 TC: 1177 Ib Conc. Load at 0.12 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [ 2] W4X4 O 1.50 [ 3] W3X4 1.25 R 1.25 [17] W3X4 1.25 R 1.50 Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. The Building Designer shall evaluate and approve load magnitudes and locations as shown under' SPECIAL LOADS". Truss Engineer & Fabricator are not responsible for load magnitudes and locations. 23'4"8 T S R Q np =3X3 =3X3 =3X3 =3X3 1112X4 — 11'8"2 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) 0 -1025 AA- Z Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R /U / Rw / Rh / RL /W Z- Y Pf: NA Ce: NA VERT(LL): 0.045 K 999 360 AB 1902 / - / - / - / - /5.5 Y- X Lu: NA Cs: NA VERT(TL): 0.157 K 999 240 W 1333 / - / - / - / - /5.3 X -W Snow Duration: NA HORZ(LL): -0.010 A - - P 570 / - / - / - / - /5.0 W -V 0-1026 HORZ(TL): 0.024 A AB Min Brg Width Req = 1.5 414 -30 Code / Misc Criteria Creep Factor: 2.0 W Min Brg Width Req = 1.5 0 -589 Bldg Code: FBC 2017 RES Max TC CSI: 0.682 P Min Brg Width Req = 1.5 595 0 TPI Std: 2014 Max BC CSI: 0.555 Bearings AB, W, & P are a rigid surface. 0 Rep Factors Used: Yes Max Web CSI: 0.397 Members not listed have forces less than 375# FT/RT:12(0)/5(2) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): I Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02A.1213.21 A- B 836 0 H-1 451 -22 B - C 709 -189 I - J 79 -738 C - D 519 -447 J - K 0 -994 D -E 517 -454 K -L 0 -986 E - F 518 -443 L - M 0 -978 F -G 657 0 M -N 0 -399 G -H 451 -22 • �AT E 011F,* c� * e � t • rrr�'••ua•••• rrrrr�rrrt1S/Q f Y r�1L #0 2780`rr+"AnttuulottW� 05/25/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AB -AA 10 -817 V - U 0 -1025 AA- Z 300 -608 U - T 475 -208 Z- Y 454 -517 T- S 966 0 Y- X 257 - 577 S- R 986 0 X -W 0 -1026 R -Q 795 0 W -V 0-1026 445 -29 R - M 414 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A -AB 0 -1463 G- U 834 0 AB -B 0 -691 U-1 0 -814 B -AA 603 0 I- T 470 0 AA- C 0- 613 T- J 0 -443 C -Z 411 0 J -S 389 -100 Y - F 445 -29 R - M 414 -30 F -X 0 -615 M -Q 0 -589 X -G 610 0 Q -N 595 0 G- V 0 -1277 N- P 0 -530 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) f8r sa shipping, practices prior to performing these functions. Installers shall provide temporary bracin per BCSI.. Unless noted otherMse,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per SCSI sections B3, B7 or 610 as applicable. Apply plates to each face. of truss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer to' ALPINE drawings 160A -Z for standard plate positions. Alpine, a division of ITW Build nl1Components Group Inc. shall not be responsible for any deviation from this drawinany failure to build the u mv:ououn truss In conformance with AN�I/TPI 1, or for hantldli p, shipping, installatl n and bracing of trussesA seal on this drawling or cover page , 6750 Forum Drive listing this drawing indicates acceptance of pro) esslonA en ineerin� responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibilit�of the wilding Desig er per ANSIffPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32821 Job Number: 538318APly: 1 SEQN: 865904 / T23 SY42 Cust: R9353 JRef: 1Wb993530009 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )l 132 BEACH AVE. DUVAL C Qty: 4 FROM: RCT DrwNo: 145.18.1428.54110 Truss Label: F5 TCE / DF 05/25/2018 4'S"8 6'S"S 16'5"8 18'5"8 22'5" 4'S"8 + 2' �' 10, + 2 �' 3'11 "8 �— 2'6" 2'6"12 —{ (TYP) 17"8 1'2"10 7"2 1'1"12 I- L_ -!%d �--2'6"121.:-- _�� T �'8 1 =3X3 =W=3X4 =3X3=3X3f25) =2X4 =3X3 1116X6 1116X6 =3X3 =4X6 =3X3 1112X4 1112X4 =3X3 =2RX4 A B C D E F G H I J K L M 1112X4 =3X3 10'8"14 Loading Criteria (pst) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Loc R / U / Rw / Rh / RL EXP: NA Des Ld: 55.00 Mean Height: NA It NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft O 609 /- / - / - / - Loc. from endwall: NA I: NA GCpi: NA AA Min Brg Width Req = 1.5 Wind Duration: NA Lumber Creep Factor: 2.0 Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Max TC CSI: 0.775 Webs 4x2 SP #3 Plate Shift Table Max BC CSI: 0.602 JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Site [10] W3X3 1.25 L 1.25 [14] W3X4 1.50 R 1.25 [24] W3X3 1.75 R 1.25 [25] W3X3 1.25 R 1.25 Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. VIEW Ver: 17.02.02A.1213.21 Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. 11'8"2 3X3[24] 1112X4 A A -AA 22'5" F - T A -Z Snow Criteria (Pg,Pf in PSF) Def /CSI Criteria ♦ Maximum Reactions (Ibs) 11 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL /W__ Pf: NA Ce: NA VERT(LL): 0.077 C 999 360 AA 556 / - / - / - / - /5.0 Lu: NA Cs: NA VERT(TL): 0.162 J 999 240 V 1348 / - / - / - / - /5.3 Snow Duration: NA HORZ(LL): 0.025 B - - O 609 /- / - / - / - /5.0 HORZ(TL): 0.038 B AA Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 V Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.775 O Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.602 Bearings AA, V, & O are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.368 Members not listed have forces less than 375# FT/RT:12(0)/5(2) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02A.1213.21 A- B 0- 396 H- I 0 -953 B - C 0 -923 I -J 0 -1117 C - D 0 -929 J - K 0 -1116 D - E 0 -919 K -L 0 - 11 06 G- H 0- 953 L- M 0 - 429 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Z- Y 763 0 U- T 0 -695 Y- X 929 0 T- S 722 0 X -W 629 -119 S -R 1136 0 W -V 0 -695 R -Q 1116 0 V- U 0 -695 Q- P 867 0 Ilttfl t tffl4y,, Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A A -AA 0 -525 F - T A -Z 590 0 T -G Z -B 0 -546 G - S X -E 544 0 Q - L E -W 0 -688 L - P W -F 659 0 P -M i 1 i1 i A.Z F -U 0-1284 M -O s 7S � � A' T E oAl/ty a #0 278 ,''f��4r+utt+tattuw 05/25/2018 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fi5� safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri4id ceiling Locations shown for ermanent lateral restraint of webs shall have braacin installed per BCSI sections 83, B7 or 910 as applicable. Apply Oates to each face, oflruss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to drawings 160A -Z for standard plate positions. Alpine, a division of ITW Buildin CComponpnts Group Ino. shall not be responsible for any deviation from this drawing any failure to build the truss In conformance with ANSI/PI 1, or for handImq, shipping, installatidn and bracing of.trussesA seal on this dr3wi g or cover page . . III this drawing Indicates acceptance of pro esslona en ineering responsibility solely for the desi n shown. The sui>9ability and use of this Drawing for any structure is the responsibility of the Building Desigrier per ANSUTPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.wm_ICC:. www.iccsaf 773 0 0 -762 421 0 468 0 0 -651 640 0 0 -562 ALPINE NE mmco~ 6750 Forum Drive Suite 305 Orlando FL, 32821 4 1 c Job Number: 538318A Ply: 1 SEAN: 865838 / T14 SY42 Cusl: R9353 JRef: 1Wb993530009 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )l 132 BEACH AVE. DUVAL C Qty: 4 FROM: RCT DrwNo: 145.18.1428.57913 Truss Label: F6 TCE / DF 05/25/2018 4'5"8 6'5"8 I 10'11 "8 - 4'5'8 2' r 4,6" 2'6" 1'2"8 —{ (TYP) X4 =3X3 1116X6 A B C 3X3[1 11 1116X6 =3X3 =2X4 D E F 1112X4 10'11"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.056 D 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(rL): 0.127 D 999 240 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.016 B - - EXP: NA Des Ld: 55.00 Mean Height: NA ft HORZ(TL): 0.027 B - - NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.573 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.487 Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.300 Loc. from endwall: NA FT/RT:12(0)/5(2) I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver. 17.02.02A.1213.21 Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Plating Notes All plates are 2X4(R) except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [ 3] W3X3 1.75 L 1.25 [10] W3X3 1.75 R 1.25 [11] W3X3 1.25 R 1.25 Additional Notes See detail STRBRIBR1014 for bracing and bridging tlfrlifl+l�rft recommendations. Deflection estimate assumes composite action with�- single layer of the appropriate span rated glue -nailed 0�++.+•++� �'+.� �/jiy wood sheathing. Truss must be installed as shown with top chord up. O.7M4 �/ ATE#0 278 NAL H 1112X4 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W M 590 /- /- /- /- /5.0 H 590 /- /- /- /- /5.5 M Min Brg Width Req = 1.5 H Min Brg Width Req = 1.5 Bearings M & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp A -B 0 -421 D -E 0 -1049 B -C 0-1049 E -F 0 -422 C -D 0-1058 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L- K 826 0 J-1 826 0 K - J 1058 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A -M 0 -553 J - E 4170 A- L 628 0 E- I 0 - 600 L- B 0- 602 1- F 629 0 B- K 422 0 F- H 0 -554 05/25/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingg shipping, installing and braclntg� Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) f5� safety practices pnor to perforhling these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly aid ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610, Ste. Apply plates to each face. oftrussand position as shown above and on the Join, Details, unless noted otherwise. Refer to 60A -Z for standard plate positions. a division of -i NI 1, or for r acceptance any structure failure to build the I or cover page . . n. The su,Tablllty ry.com;_ICC: w .iccsaf ALPINE NE nN mv[o — 6750 Forum Drive Suite 305 Orlando FL, 32821 !21M L K J I —'avzrli —12vc =Iva=avir4m 1112X4 10'11"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.056 D 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(rL): 0.127 D 999 240 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.016 B - - EXP: NA Des Ld: 55.00 Mean Height: NA ft HORZ(TL): 0.027 B - - NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.573 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.487 Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.300 Loc. from endwall: NA FT/RT:12(0)/5(2) I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver. 17.02.02A.1213.21 Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Plating Notes All plates are 2X4(R) except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [ 3] W3X3 1.75 L 1.25 [10] W3X3 1.75 R 1.25 [11] W3X3 1.25 R 1.25 Additional Notes See detail STRBRIBR1014 for bracing and bridging tlfrlifl+l�rft recommendations. Deflection estimate assumes composite action with�- single layer of the appropriate span rated glue -nailed 0�++.+•++� �'+.� �/jiy wood sheathing. Truss must be installed as shown with top chord up. O.7M4 �/ ATE#0 278 NAL H 1112X4 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W M 590 /- /- /- /- /5.0 H 590 /- /- /- /- /5.5 M Min Brg Width Req = 1.5 H Min Brg Width Req = 1.5 Bearings M & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp A -B 0 -421 D -E 0 -1049 B -C 0-1049 E -F 0 -422 C -D 0-1058 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L- K 826 0 J-1 826 0 K - J 1058 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A -M 0 -553 J - E 4170 A- L 628 0 E- I 0 - 600 L- B 0- 602 1- F 629 0 B- K 422 0 F- H 0 -554 05/25/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingg shipping, installing and braclntg� Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) f5� safety practices pnor to perforhling these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly aid ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610, Ste. Apply plates to each face. oftrussand position as shown above and on the Join, Details, unless noted otherwise. Refer to 60A -Z for standard plate positions. a division of -i NI 1, or for r acceptance any structure failure to build the I or cover page . . n. The su,Tablllty ry.com;_ICC: w .iccsaf ALPINE NE nN mv[o — 6750 Forum Drive Suite 305 Orlando FL, 32821 0 ) . Job Number: 538318A Ply: 1 SEQN: 865907 / T2 SY42 Cust: R9353 JRef: 1Wb993530009 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )l 132 BEACH AVE. DUVAL C Qty: 1 FROM: RCT DrwNo: 145.18.1429.11247 Truss Label: F7 TCE / DF 05/25/2018 S 1'5" I 10'11"8 1'5" -r' 9'6"8 1'4"4 -+- 1'4" --� (n'P) 3X3 A I R 3X3 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA VERT(TL): 0.000 H 999 240 EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Max TC CSI: 0.109 Loc. from endwall: NA TPI Std: 2014 I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Plate Type(s): Webs 4x2 SP #3 Plating Notes VIEW Ver: 17.02.02A.1213.21 All plates are 2X4 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. 10'11"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL 1W Pf: NA Ce: NA VERT(LL): 0.000 H 999 360 K' 108 / - / - / - / - /131 Lu: NA Cs: NA VERT(TL): 0.000 H 999 240 K Min Brg Width Req = - Snow Duration: NA HORZ(LL): -0.000 B - - Bearing S is a rigid surface. HORZ(TL): 0.000 B Code / Misc Criteria Creep Factor: 2.0 Members not listed have forces less than 375# Bldg Code: FBC 2017 RES Max TC CSI: 0.109 TPI Std: 2014 Max BC CSI: 0.026 Rep Factors Used: Yes Max Web CSI: 0.033 FT/RT:20(0)/5(2) Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213.21 e � L � .� ATE *41 #0278�d I (A�Y�rt� urbmita Is" 05/25/2018 —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handling shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, byY TPI an SBCA) handling, safety practices pnor to performing these functions. Installers shall provide temporary per BCSI.. Unless noted ®r herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ci rigqid ceiling Locations shown forDermanent lateral restraint of webs shall have bracinp installed per BCSI sections B3, B7 or 810, icaltle. Apply plates to each faceof truss and position as shown above and on the Joint"DetailS, unless noted otherwise. Refer to Is 160A -Z for standard plate positions. a division of ITW Buildin Components Group Incl. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSI 1, or for handling, shipping, installation and bracing of,trussesA seal on this dr�wiXg or cover page, this drawing indicates acceptance of pro) essfonar engineering responsibility sole for the design shown. The suitability le of this drawing for any structure is the responsibility of the Building Deslg er pe ANSI/fPI 1 Sbc.2. information see this job's general notes page and these web sites: ALPINE: www.alpineitwxom; TPI: www.tpinst.org; SBCA: www.sbcindustryxom; ICC: www.iccsaf ALPINE AN (iW COMDANY 6750 Forum Drive Suite 305 Orlando FL, 32821 * Job Number: 538318A Ply: 1 SEQN: 865934 / T6 SY42 Cust: R9353 JRef: 1Wb993530009 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )1132 BEACH AVE. DUVAL C Qty: 1 FROM: RCT DrwNo: 145.18.1429.23330 Truss Label: F8 TCE / DF 05/25/2018 1'3"4 1'3"4 1'2"8 (TYP) 3X3 A 3'8 18'7"12 17'4"8 1 ! = 13„ W=3X4 I P 3X3 = W=3X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA VERT(TL): 0.000 C 999 240 EXP: Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Max TC CSI: 0.098 Loc. from endwall: NA TPI Std: 2014 I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Bot chord 42 SP #2 Plate Type(s): Webs 42 SP #3 Plating Notes VIEW Ver: 17.02.02A.1213.21 All plates are 2X4 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. 187"12 F Snow Criteria (Pg,Pf in PSF) 6 �-� Defl/CSI Criteria ♦ Maximum Reactions (lbs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL): 0.000 C 999 360 AF -109 /- /- /- /- /223 Lu: NA Cs: NA VERT(TL): 0.000 C 999 240 AF Min Brg Width Req = - Snow Duration: NA HORZ(LL): -0.000 B - - Bearing AF is a rigid surface. HORZ(TL): 0.000 B Code / Misc Criteria Creep Factor: 2.0 Members not listed have forces less than 375# Bldg Code: FBC 2017 RES Max TC CSI: 0.098 TPI Std: 2014 Max BC CSI: 0.025 Rep Factors Used: Yes Max Web CSI: 0.031 FT/RT:20(0)/5(2) Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213.21 VATE�� co?Ij�� r+rt�r+• 05/25/2018 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI an SBCA) handling, safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro %r attached ri id ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as appllcab�e. Apply Oates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A -Z for standard plate positions. Alpine, a division of ITW Nttil%agComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the WC0u,., truss in conformance with NSIlfPI 1, or or handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , . 6750 Forum Drive listing this drawing, indicates acceptance of pro essiona en ineerinq responslbilltt�� solely for the design shown. The sui ability Suite 305 and use of this drawing for any structure is fine responsibilit9l of the Building Desigrfer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: A.alpineitw.com; TPI: www.tpinst.org_slack www.sbcindus .com; ICC: www.iccsafe.org Orlando FL, 32821 Job Number: 538318A Ply: 1 SEAN: 865821 / T8 SY42 Cust: R9353 JRef: 1Wb993530009 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )l 132 BEACH AVE. DUVAL C Qty: 5 FROM: RCT DrwNo: 145.18.1429.31140 Truss Label: F9 TCE / OF 05/25/2018 9'8" 11'8" 18'7"12 9'8" + 2' + 6'11"12 P6 2'6" 2'6"12 1 2'612 —+­ 1'8" 2'6"12 1 1'3"8� (TYP) — W=3X4 =3X6 =4XX4 =4X 4 4 =3 3X3 1113XX 3 =33 =3X4 =4X6 6XD J W V U T S R Q P O N M L K =4X6 =3X4[5] =3X3 1113X3 =3X3[17] =4X4 =4X8 W=H0310 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #272 4x2 SP SS Dense: Bot chord 4x2 SP #2:B2 4x2 SP SS Dense: Webs 4x2 SP #3 Plating Notes All plates are 2X4 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [ 5] W3X4 2.75 L 1.25 [17] W3X3 1.75 R 1.25 Hangers / Ties (J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.24" DL: 0.25". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations 18'7"12 Snow Criteria (Pg,Pf in PSP) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL): 0.242 F 900 360 W 1013 / - / - / - / - /3,0 Lu: NA Cs: NA VERT(TL): 0.454 F 659 240 K 1026 - Snow Duration: NA HORZ(LL): 0.046 B - - W Min Brg Width Req = 1.5 HORZ(TL): 0.063 B K Min Erg Width Req = - Code / Misc Criteria Creep Factor: 2.0 Bearing W is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.477 TPI Std: 2014 Max BC CSI: 0.901 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.573 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/5(2) Plate Type(s): A - B 0 -809 E - F 0 -3252 WAVE, HS VIEW Ver: 17.02.02A.1213.21 B - C 0 -2138 F - G 0 -3182 C- D 0- 2973 G- H 0- 2719 D -E 0-2973 H-1 0 -1716 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. V -U 1603 0 P -O 3182 0 U- T 2675 0 O- N 3174 0 T- S 2675 0 N- M 2321 0 S- R 3232 0 M- L 1047 0 R- Q 3232 0 L- K 1047 0 Q - P 3194 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - W 0 -954 A - V 1204 0 Q - F F - P 497 -296 123 -492 (�.���1 ,® V- B 0 -1181 G- N 0 -788 ���.+ r- •s` ®y y� g( ✓1.� ,.�./ w B - U 795 0 U -C 0 -777 C- 432 S- E E 0- 3866 N - H H -M M-1 I- K 617 0 0 -900 968 0 0 -1395 Deflection estimate assumes composite action with i ; + * single layer of the appropriate span rated glue-nailed:dF( wood sheathing. s „0 ;' ATE Truss must be installed as shown with top chord up.OR\t,. ++' ��4 t T . � t� •�1r►s+r�ss s♦ #0 278 ` JO YAC,- �"uwttaweuulo"t' 05/25/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propefly attachetl rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracingq ins�alled per BCSI sections 63, 87 or B10 as appllcatfle. Apply plates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to' ALPINE drawings 160A -Z for standard plate positions. Alpine, a division of ITW Buildj Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ,,,,,roM,,,M, truss in conformance with AN 11 1, or for handli l shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 6750 Forum Drive "stingthis drawin indicates acceptance of pro) essionaf en ineerin9 responsibility sole for the design shown. The sui abilr Suite 305 and se of this urawing for any structure is the responsibility of the building Desigrier per ANSI/TPI 1 S-ec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org SBCA: www.sbdndus .com; ICC: www.iccsafe.org Orlando FL, 32821 Job Number: 538318A Ply: 1 SEQN: 865841 / T5 SY42 Cust: R9353 JRef: 1Wb993530009 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )1132 BEACH AVE. DUVAL C Qty: 6 FROM: RCT DrwNo: 145.18.1429.35900 Truss Label: F10 TCE / DF 05/25/2018 3'8" 1 5'8" 7'11 i 3,8„ 2' i 2,3„ l 13 i 2'6" '{'1. 1'10"8 --{ 3X3 = 3X3 =2X4 =3X3 1112X4 =3X3 =2X4 A B C D E 7'11" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.048 C 999 360 L 423 / - ! - / - / - /3.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.098 C 999 240 G 423 / - / - / - / - /5.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.018 B - - L Min Big Width Req = 1.5 Des Ld: 55.00 EXP: NAght: HORZ(TL): 0.027 B - - G Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: NA ft ei Code / Misc Criteria Creep Factor: 2.0 Bearings L & G are a rigid surface. TCDL: psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.515 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.545 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.223 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/5(2) I: NA GCpi: NA Plate Type(s): B - C 0 -505 C - D 0 -506 Wind Duration: NA WAVE VIEW Ver: 17.02.02A.1213.21 Lumber Maximum Bot Chord Forces Per Ply (Ibs) Top chord 4x2 SP #2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP #2 K - J 517 0 I - H 500 0 Webs 4x2 SP #3 J - 1 506 0 Additional Notes Deflection estimate assumes composite action with Maximum Web Forces Per Ply (Ibs) single layer of the appropriate span rated glue -nailed Webs Tens.Comp. Webs Tens. Comp. wood sheathing. A- L 0 -400 H- E 467 0 Truss must be installed as shown with top chord up. A - K 416 0 E - G 0 -389 D -H 0 -451 VAT „,o *,E ;r ct rok � �+�rf,••wrw #0 27s SIQ(yAt 05/25/2018 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > require extreme care in fabricating, handlin shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted oy erwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ci ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10, Icar) e. Appy plates to each faceof truss and position as shown above and on the Joint"Details, unless noted otherwise. f7efer to is 160A -Z for standard plate positions. a division of ITW Building Components GroUD Inc. shall not be responsible for anv deviation from this drawing,any failure to build the 1 ANSIn NI 1, or for n icates acceptance ng for any structure 1 seal on this drawing or cover page r for the design shown. The suitability ANSI/TPI 1 Sec.2. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number. 538318A Ply: 1 SEON: 865926 / T15 SY42 Cust: R9353 JRef: 1Wb993530009 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )1132 BEACH AVE. DUVAL C City: 1 FROM: RCT DrwNo: 145.18.1429.58320 Truss Label: F11 TCE / DF 05/25/2018 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " 4'1 "8 4'1"8 F3 i- 2'6" (T'P) 8'3" 4'1"8 6X8 = 6X8 3X66(**) =6X68 III3X6 =6XX8=3XE(**) Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP SS Dense Bot chord 4x2 SP SS Dense Webs 4x2 SP #3 Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Girder supports: 10-2-8 span to TC one face and 2-0-0 span to TC/BC split opposite face. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. 8'3" Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL): 0.036 C 999 360 K 1321 / - / - / - / - /5.0 Lu: NA Cs: NA VERT(TL): 0.064 C 999 240 G 1321 / - / - / - / - /5.5 Snow Duration: NA HORZ(LL): 0.008 H - - K Min Brg Width Req = 1.5 HORZ(TL): 0.011 H G Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor: 2.0 Bearings K & G are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.577 TPI Std: 2014 Max BC CSI: 0.197 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.598 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/5(2) Plate Type(s): A- B 0- 842 C- D 0 -1774 WAVE VIEW Ver: 17.02.02A.1213.21 B - C 0 -1774 D - E 0 -842 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J-1 1683 0 I- H 1683 0 O s • ATE #0 278 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -K 0 -1235 D -H 0 -1251 A- J 1256 0 H- E 1256 0 J - B 0-1251 E -G 0 -1235 05/25/2018 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly aftach6d rigid ceiling Locations shown for permanent lateral restraint of webs shall have br cin insalled per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face ortruss and position as shown above and on the Joini9Details, unless noted otherwise. Refer to drawings 160A -Z for standard plate positions. d use of this drawing for any structure is the respon more information see this job's general notes page and these web sites: from this drawin anv failure to build the \ seal on this drowirfqg or cover pa� ge I forthe d,sigc shovi7n. The suitability ALPINE .rWCO~ 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 538318A Ply: 1 SEQN: 865844 / T9 SY42 Cust: R9353 JRef: 1Wb993530009 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )l 132 BEACH AVE. DUVAL C Qty: 4 �FROWRCT DrwNo: 145.18.1430.04420 Truss Label: F12 TCE / DF 05/25/2018 3'1"4 1 51"48'3" r 3'1"4 "1 2' I 3'1"12 T 8 io 1 f3 �—2'5"12 i 27' 3X3 2X4 = 3X6 = 3X8 —_3X4 A B C D 1112X4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: N/ J I H G F -3X3 1114X4 1116X6 -3X3 I Pf: NA Ce: NA 1112X4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: N/ TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA BCDL: 5.00 Category: NA Snow Duration: NA EXP: Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Code / Misc Criteria Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Loc. from endwall: NA FT/RT:12(0)/5(2) I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE Lumber Top chord 4x2 SP #2 Bot chord 42 SP #2 Webs 42 SP #3 Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. 8'3" Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.035 H 999 360 VERT(TL): 0.078 H 999 240 HORZ(LL): 0.015 B - - HORZ(TL): 0.025 B Creep Factor: 2.0 Max TC CSI: 0.436 Max BC CSI: 0.447 Max Web CSI: 0.203 VIEW Ver: 17.02.02A.1213.21 a • f • t ..� ; ATE r•c�c #0 278 NA IIILA4 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W J 441 /- /- /- /- /5.0 E 454 /- /- /- /- /5.5 J Min Brg Width Req = 1.5 E Min Brg Width Req = 1.5 Bearings J & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 0 -582 Maximum Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. I -H 581 0 G -F 581 0 H -G 582 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- J 0- 409 C- F 0 -426 A-1 424 0 F- D 426 0 I- B 0 -422 D- E 0 -432 05/25/2018 "''WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have proper attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint 5f webs shall have bracin installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Defer to drawings 160A -Z for standard plate positions. Alpine, a division of ITW Build 1'ng Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro) essiona engineering responsibilitty� solely for the design shown. The sui ability and use of this gnawing for any structure is the responsibility of the Building DesigrSer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbandustry.com; ICC: www.iccsaf ALPINE . _COM_ 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 538318A Py: 1 SEAN: 865847 / T21 SY42 Cust: R9353 JRef: 1Wb993530009 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )l 132 BEACH AVE. DUVAL C Qty: 2 FROM: RCT DrwNo: 145.18.1430.10843 Truss Label: F13 TCE / DF 05/25/2018 T 1 2'10"4 4'10"4 7'0"8 2'10"4 2' 2'2'4 f3"}- 2'5"12 1'9"12 3X4 = 3X3 = 3X3 = 3X4 A B C D Loading Criteria (psf) Wind Criteria -IV Wind Std: NA TCDL: 10.00 J I H G F 1112X4 =3X3 1112X4 1112X4 BCLL: 0.00 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA HORZ(TL): 0.023 B Creep Factor: 2.0 EXP: NA Des Lc 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Hangers / Ties (J) Hanger Support Required, by others Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. �):K�IIVai•! 7'0"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL): 0.032 H 999 360 J 387 / Lu: NA Cs: NA VERT(TL): 0.067 H 999 240 E 387 /- Snow Duration: NA HORZ(LL): 0.015 B - - J Min Brg Width Req = - HORZ(TL): 0.023 B Creep Factor: 2.0 E Min Brg Width Req = 1.5 Bearing E is a rigid surface. Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.409 TPI Std: 2014 Max BC CSI: 0.471 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.187 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/5(2) Chords Tens.Comp. Plate Type(s): B - C 0 -408 WAVE VIEW Ver: 17.02.02A.1213.21 *�� • 'fit' ATE Sk •;wcc,�: #0 278'�y,�, �/pNAI V'.fvt�o Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. I -H 409 0 G -F 403 0 H - G 408 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- J 0- 386 F- D 394 0 05/25/2018 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! `"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an a SBCA) fbir safely practices prior to performing these functions. Installers shall provide temporary bracing per BCSL Unless noted o erwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro[�eny attached rigid ceiling..Locations shown for ermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Appplates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A -Z for standard plate positions. Alpine, a division of ITW Build omponents Group In, ..shall not be responsible for any deviation from this drawin� any failure to build the truss In conformance with ANSI/T 11, or for handling, shhipping, Installation and bracing of.trussesA seal on this dr wi g or cover page . . listing this drawing indicates acceptance of pro) essionaf engineering responsibility solely for the desi n shown. The suiTability and use of this arawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 S%c.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbandustry.com; ICC: www.iccsaf I ANE 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number. 538318A Py: 3 SEQN: 865973 / T22 FLAT Cust: R9353 JRef: 1Wb993530009 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )1132 BEACH AVE. DUVAL C Qty: 1 FROM: RCT DrwNo: 145.18.1432.02730 Truss Label: FT14 3 -PLY TCE / DF 05/25/2018 3 Complete Trusses Required 3'4"12 2178 1'4" 5,3„4 7 2 11'8"4 14'3"8i 17'1" 19'612 r23,4"8 + 1'108 2'1 2 1'10"8 4 2'9"8 i 'i�20�12 r + r I i�1712 2,5"12 22"4" 1113X8 =H0610=6X8((20] 1113X8 A B C D E F G N I J K L T 4 W1 W2 W21 i X WR V U T S R Q P 0 N M 1113X8 1113X8 = 1113X8 1113X8 1" 10'9"6 11'8"2 11" 2'0"12 2'5"12 i 1'10"81 2'3" 2'11"12 2'7"4 i 2'5"12 1'10" 1'9"8 r 11' 5'1" T6"12 9'5"4 11'8"4 '{' 14'8" 173-A 19191, - "i 21'7"'+ 2 81 L 2� 12� 3'0"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL 1W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.081 P 999 360 W 5671 /- / - / - / - /5.5 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.254 P 883 240 R 13455/- / - / - / - /5.3 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.027 M - - M 5125 / - / - / - / - /5.0 EXP: NA Des Ld: 55.00 HORZ(TL): 0.047 M W Min Brg Width Req = 1.5 Mean Height: NA It NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 R Min Brg Width Req = 4.5 TCDL: NA psf BldgC Soffit: 0.00 BCDL: NA psf ode: FBC 2017 RES Max TC CSI: 0.622 M Min Brg Width Req = 1.7 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.618 Bearings W, R, & M are a rigid surface. Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.802 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Pty (Ibs) 1: NA GCpi: NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: NA WAVE, HS VIEW Ver: 17.02.02A.1213.21 Lumber Additional Notes B - C 0 - 2083 G - 2756 0 C -D 0 -2782 H- 1 0 -1813 Top chord 2x4 SP SS Dense Truss must be installed as shown with top chord up. D - E 0 -2844 I - J 0 -3530 Bot chord 2x4 SP SS Dense E - F 831 -999 J - K 0 -3443 Webs 2x4 SP #3 :W1, W21 2x6 SP #2: The Building Designer shall evaluate and approve load F - G 2756 0 K - L 0 -2115 :W4, W13. W20 2x4 SP #2: magnitudes and locations as shown under "SPECIAL LOADS". Truss Engineer & Fabricator are not Nailnote responsible for load magnitudes and locations. Maximum Bot Chord Forces Per Ply (Ibs) Nail Schedule:0.131"x3", min. nails Chords Tens.Comp. Chords Tens. Comp_ Top Chord: 1 Row @ 2.00" o.c. W - V 436 0 R - Q 1621 -53 Bot Chord: 1 Row @12.00" o.c. V - U 2339 0 Q - P 3535 0 Webs il Row 4" o.c. Repeat nailing as each layer is applied. Use equal a U- T 2844 0 P- O 3530 0 spacing between rows and stagger nails in each row T - S 2816 0 0 - N 2450 0 to avoid splitting. S - R 738 -991 2" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 2" IIMlfjufw Maximum Web Forces Per Ply (Ibs) Special LoadsS FI ,.t_*q�h ��iy_ Webs Tens.Comp. Webs Tens. Comp. --(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) +..u:: '%�� Z TC: From 1017 plf at 0.13 to1017 pif at 23.25 Q ", , c� ++ 'L BC: From 10 plf at 0.00 to 10 plf at 23.38 Q +` �,, '+ . Plating Notes648 ra W - B 0 -1791 B - V 1995 0 V - C 0 -1088 C - U 645 -281 U- D 0 -519 G - R 0 -962 R - H 0 -4210 H-0 900 0 Q - 1 0 -2164 J- O 0 726 All plates are 6X8 except as noted. § " T- E 438 0 O- K 1340 0 * E- S 0- 2562 K- N 0- 1429 Plate Shift Table $ S - F 1251 0 N - L 2327 0 JT Plate Chord JT Plate Chord;#�TE m No Size Shift Bite No Size Shift Bite F - R 0 -3015 L - M 0 -1685 [20] W6X8 0 1.50 0R\�? Purlinsc•�.� The TC of this truss shall be braced with attached #0 278� u ION AL,��� spans at 24" oc in lieu of structural sheathing. �arrretarturttu� 05/25/2018 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in , handling, shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building F sh Component Safety Information, by TPI an SBCA) safety practices prior to performing these functions. Installers shall provide bracin per BCSI. Unless noted oy erwise,top chord shall have properly attached structural sheathing and bottom hord shall temporary have a propePly attachd rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCI sections 63, B7 or B10 as pp' e. Appy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A -Z for standard plate positions. ALPINE Alpine, a division of ITW B ildin omponpnts Group Inc. shall not be responsible for any deviation from this drawings anfailure to build the truss in conformance XNS1I 1 1, handling, installation bracing trussesA this dr, AN _oM NY with or or shipping, and of seal on wing or listin this drawing indicates acceptance of pro essiona en ineeri responsibility sole) for the design shown. and use of this drawing for any structure is the responsibility of the Building Designer per`ANSI/TPI 1 Sgec.2. cover page • • The sui abut �305 6750 Forum Drive Suite For For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw. com; TPI: www. inst.or ; SBCA: www.sbcindus .com; ICC: www.iccsafe.org Orlando FL, 32821 Job Number. 538318A Ply: 2 SEQN: 865968 / T1 MONO Cust: R9353 JRef: iWb993530009 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )1132 BEACH AVE. DUVAL C Qty: 1 FROM: RCT DrwNo: 145.18.1434.29520 Truss Label: A152 -PLY TCE / DF 05/25/2018 2 Complete Trusses Required 5'2" 5'2" A6X8 BB 9'7"12 4'5"12 20' "8 14'3"8 16'114 19'10" 7 4'7"12 2'7"12 2'10"12 =6C8=4X10D[10j 1113X8 -_6X8G 1113X8 =6X8 =4X8[9] N 1113X8 =6X8 3X8 1113X8(13] Plate Shift Table p,l g J �+ JT Plate Chord JT Plate Chord • No Size Shift Bite No Size Shift Bite [ 9] W4X8 1.25 L 1.75 [10] W4X10 3.00 R 1.25 [13] W3X8 S 4.75 »+ y, ATE 04�0- Hangers / Ties (J) Hanger Support Required, by others �'�, •�+. �� ORQP+•• �� S...• Purlins The TC of � .NA � spans at 24' hoc inlieuoflbe braced with st structural sheathing. #0 278 ryirrpa O rnanu+tty 05/25/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme Y reme care in fabricating, handlmg shipping installinP and bracing. Refer to and follow the latest edition of BCSI (Building Component Safe Information, b TPI and SBCA &safety Practices prior to performing these functions. Installers shall provide temporaryrl bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom hord shall have a prope y attached riggid ceiling.Locations shown for permanent lateral restraint 5f webs shall have bradri installed per BC I sections B3, B7 or 810. as appllca6le. Appplates to each face. oftruss and position as shown above and on the Joinl9Details, unless noted otherwise. kefer to drawings 160A -Z for standard plate positions. a division of any this drpwin an failure to build the on this drewiXg or cover page . he design shown. The su!Tabillty these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbdndustry.com; ICC: www. ALPINE .m Co~ 6750 Forum Drive Suite 305 Orlando FL, 32821 14712 6'1"12 4'98 4'11"4 5'0"12 2' 3'0"8 7"l) r 4'9"8 + + 1 9'8"12 14'9"8 + 16'9"8 19'10" 20' "8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL /W Q 2568 /1250 / - /_ /65 /5.0 TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.052 C 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.116 C 999 180 N 4348 /2071 / - /0 /0 /3.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.015 A - - H 956 /492 1- - Des Ld: 37.00 EXP. D HORZ(TL): 0.024 A Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 0.00 Mean Height: 15.00 ft Creep Factor: 2.0 Q Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.0 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.326 Be N Min � Width Req = 2.2 Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.896 H Min Brg Width Req = - Bearings Q & N are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.942 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.33 WAVE VIEW Ver: 17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind A - B 831 -1699 D - E 240 -443 Top chord 2x4 SP #2 Wind loads and reactions based on MWFRS. B - C 796 -1616 E - F 235 -433 Bot chord 2x6 SP #2 :B2 2x4 SP #2: Left end vertical exposed to wind pressure. C - D 796 -1616 Webs 2x4 SP #3 :W1 2x6 SP #2: Deflection meets U240. Nailnote Additional Notes Maximum Bot Chord Forces Per Ply (Ibs) Nail Schedule:0.131"x3", min. nails Truss must be installed as shown with top chord up. Chords Tens.Comp. Top Chord: 1 Row @12.00" o.c. P-0 1701 -799 Bot Chord: 1 Row @ 5.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails Maximum Web Forces Per Ply (Ibs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. Special Loads A - Q 480 -991 D - J 669 -320 c.=1.00 / Plate ac.=1.00) A - P 1921 - 920 M - N 788 -1609 TC:(Lumber 27 pif TC: From 27 plf at 0.00 to 27 plf at 20.46 27 pl t Rt1l�rr+rrrrr O - D 1978 - 936 J - F 473 - 239 D - M 737 -1518 BC: From 175 plf at 0.00 to 175 plf at 20.46 TC: 177 Ib Conc. Load at 14.77,16.90 C jj BC: 384 Ib Conc. Load at 2.06, 4.06, 6.06, 8.06 •r.w:: .r+• �� 10.0 6,12.06,14.06,18.90 BC:: 153 153 Ib Conc. Load at 14.77,16.90 �� 4l•i���r ��•• Y V' Plate Shift Table p,l g J �+ JT Plate Chord JT Plate Chord • No Size Shift Bite No Size Shift Bite [ 9] W4X8 1.25 L 1.75 [10] W4X10 3.00 R 1.25 [13] W3X8 S 4.75 »+ y, ATE 04�0- Hangers / Ties (J) Hanger Support Required, by others �'�, •�+. �� ORQP+•• �� S...• Purlins The TC of � .NA � spans at 24' hoc inlieuoflbe braced with st structural sheathing. #0 278 ryirrpa O rnanu+tty 05/25/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme Y reme care in fabricating, handlmg shipping installinP and bracing. Refer to and follow the latest edition of BCSI (Building Component Safe Information, b TPI and SBCA &safety Practices prior to performing these functions. Installers shall provide temporaryrl bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom hord shall have a prope y attached riggid ceiling.Locations shown for permanent lateral restraint 5f webs shall have bradri installed per BC I sections B3, B7 or 810. as appllca6le. Appplates to each face. oftruss and position as shown above and on the Joinl9Details, unless noted otherwise. kefer to drawings 160A -Z for standard plate positions. a division of any this drpwin an failure to build the on this drewiXg or cover page . he design shown. The su!Tabillty these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbdndustry.com; ICC: www. ALPINE .m Co~ 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 538318A Ply: 1 SEAN: 865942 / T7 MONO Cust: R9353 JRef: 1Wb993530009 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )1132 BEACH AVE. DUVAL C Qty: 8 FROM: RCT DrwNo: 145.18.1433.00937 Truss Label: 816 TCE / DF 05/25/2018 8'1"12 8'1"12 10' " 9'1� 5" 1'10" 1112X4 D C Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 130 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II A 392 /115 /190 / - /90 /5.5 EXP: D Des Lid: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Max TC CSI: 0.854 Loc. from endwall: Any TPI Std: 2014 GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [ 9) W4X4 S 2.25 Hangers / Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong -Tie. Please refer to the most recent Simpson Strong -Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Bearing at location x=107" uses the following support conditions: 107' Bearing F (10'2", 9'1"2) HTU26 Supporting Member: (2)2x6 SP #2 (20) 0.148"x3.25" nails into supporting member, (1 1) 0.148"x1.5" nails into supported member. Wind Wind loads based on MWFRS with additional C&C member design. 10'5" 8' 1'10" 9'10 Defl/CSI Criteria �7„ ♦ Maximum Reactions (Ibs) 8' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL): 0.004 G 999 240 A 392 /115 /190 / - /90 /5.5 Lu: NA Cs: NA VERT(rL): 0.012 G 999 180 E 384 / 140 /181 / - / - / - Snow Duration: NA HORZ(LL): 0.007 G - - Wind reactions based on MWFRS HORZ(TL): 0.014 G Creep Factor: 2.0 A Min Brg Width Req = 1.5 E Min Brg Width Req = - Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.854 Bearing A is a rigid surface. TPI Std: 2014 Max BC CSI: 0.606 Rep Factors Used: Yes Max Web CSI: 0.242 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) FT/RT:20(0)/5(2) Chords Tens.Comp. Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213.21 A-8 349 -556 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - G 493 -455 G - F 482 -451 r S A s • • c AT E 0L 'yam �` f••••►•.,.w•••••�` �A`� 05/25/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - F 678 -726 "`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom chord shall have a progeny per BCSI sections B3, B7 or 8810, finless noted otherwise. Refer to ling, a division of ITW BuildinlgComponents Group In . shall not be responsible for any deviation from this drawing,an failure to build the ss In conformance with ANSI/TPI 1, or for handIirip s�iippinq, installation and bracing of,trussesA seal on this drawing or cover page ting this drawing, indicates acceptance of proTessionar en ineerin9 responsibility solely for the design shov7n. The sui bility d use of this i7rawing for any structure is the responsibility of the building Desigrier per ANSI/TPI 1 26c.2. more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www. iccsaf ALPINE . nwCo.p- 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 538318A Ply: 1 SEQN: 865946 / T10 JACK Cust: R9353 JRef: 1Wb993530009 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )1132 BEACH AVE. DUVAL C Qty: 2 FROM: RCT DrwNo: 145.18.1433.12157 Truss Label: B17 TCE / OF 05/25/2018 8'1"12 8'1"12 110 9'11"12 5„ 1'10" 1112x6 D C Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 130 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II A 377 /116 1177 / - /90 EXP: D Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft D 177 /95 /38 / - / - Loc. from endwall: not in 9.00 ft Code / Misc Criteria GCpi: 0.18 Wind reactions based on MWFRS Wind Duration: 1.33 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Shim all supports to solid bearing. 8'0"4 8' r10" 7" l Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.003 G 999 240 A 377 /116 1177 / - /90 /5.5 Lu: NA Cs: NA VERT(TL): 0.010 G 999 180 G 105 /- /55 / - / - /3.5 Snow Duration: NA HORZ(LL): 0.008 G - - E 153 /49 /101 / - / - /1.5 HORZ(TL): 0.014 G D 177 /95 /38 / - / - /1.5 Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.740 A Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.598 G Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.151 E Min Brg Width Req = - D Min Brg Width Req = - FT/RT:20(0)/5(2) Bearings A & G are a rigid surface. Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213.21 Members not listed have forces less than 375# Maximum Top Chord Forces Per Pty (Ibs) Chords Tens.Comp. A-13 230 -503 %,q :- 7ATE OF ,:� N01,6,'!N�X OR0*0 #0 278► 05/25/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - G 442 -282 G - F 433 - 278 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B -F 419 -654 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, by TPI and SBCA) gr safety practices prior to performing these functions. Installers shall provide temporary CrCr BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly d rigid ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCI sections B3, B7 or 10, e. Apply plates to each face. ofptruss and position as shown above and on the Joinf9Details, unless noted otherwise. kefer to Is 160A -Z for standard plate positions. a division of ITW Building omponents Group Inc. shall not be responsible for any deviation from this drawing,anV failure to build the conformance with ANST101 1 1, or for handling, shipping, installation and bracing of,trussesA seal on this draw! g or cover page , _ this drawing indicates acceptance of pro essrona en meeting responsibility solely for the des' n shown. The su' bility ;e of this gnawing for any structure is fhe responsibilitf of the building Desigrfer per ANSI/TPI 1 Sec.2. ALPINE NE M I COMP - 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 538318A Ply: 1 SEQN: 866069 / T13 GABL Cust: R9353 JRef: 1Wb993530009 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )l 132 BEACH AVE. DUVAL C Qty: 1 FROM: RCT Dnallo: 145.18.1433.33303 Truss Label: B18 TCE / DF 05/25/2018 9'11"12 9'11"12 5" i 5'1" f— 1'4" -� 19 (TYP) F G Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 130 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. D Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [15] W2X4 S 2.25 Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 11.50 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets U240. Additional Notes See DWGS A16015ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. 10'5" H IN T IV 1 9'11"12 5, 9'11"12 10' " Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or •=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R /L1 / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL): 0.041 M 999 240 N' 140 / 89 /42 /- /22 Lu: NA Cs: NA VERT(TL): 0.102 M 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.009 M - - N Min Brg Width Req = - HORZ(TL): 0.015 M Bearing A is a rigid surface. Code / Misc Criteria Creep Factor: 2.0 /125 Bldg Code: FBC 2017 RES Max TC CSI: 0.518 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.370 Maximum Gable Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.190 Gables Tens.Comp. FT/RT:20(0)/5(2) B - M 582 -489 Plate Type(s): WAVE i VIEW Ver: 17.02.02A.1213.21 T` ;r ,Q `ATE 0 #0 278 05/25/2018 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fo'r safely practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progefly attached ri id ceilin Locations shown for _permanent lateral restraint of webs shall have bracin installed per BCI sections 63, 67 or 10 as applicabgle. Appy plates to each face. otruss and position as shown above and on the JoinDetails, unless noted otherwise. Defer to ALPINE drawings 160A -Z for standard plate positions. Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the —,'—" truss In conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing, indicates acceptance of pro essiona en ineerma responsibility solely for the design shown. The suiTability Suite 305 and use of this drawing for any structure is flee responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitwxom; TPI: mAv.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.or Orlando FL, 32821 Commentary Camber May be built into trusses to compensate for the vertical deflection that results from the application of loads. Providing camber has the following advantages) ! Helps to ensure level ceilings and floors after dead loads are applied, ! Facilitates drainage to avoid ponding on flat or Low slope roofs. Deflection and Camber L = Span of Truss (inches) D = Depth of Truss at Deflection Point (inches) ------------------------------------------------------ Recommended Truss Deflection Limits Truss Type L/D Deflection Limits Live Load Total Load Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Compensates for different deflection Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag,' Roof Trusses ! Avoids 'dips' in roof ridgelines at the transition from the gable to adjacent clear span trusses In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the Location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify any dead load, live load, and in-service creep deflection criteria for flat or low -slope roofs subject to ponding loads. The amount of camber is dependent on the truss type, span, loading, application, etceteras, More restrictive limits for allowable deflection and slenderness ratio (L/D) may be required to help control vibration. The following tables are provided as guidelines for Limiting deflection and estimating camber, Conditions or codes may exist that require exceeding these recommendations, or past experience may warrant using more stringent limitations. Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0,75' (horizontal) 1,25' (horizontal) ------------------------------------------------------------------------- Truss Type Recommended Camber Pitched Trusses 1,00 x Deflection from Actual Dead Load Sloping Parallel 1,5 x Vertical Deflection from Chord Trusses Actual Dead Load Floor Trusses (0,25 x Deflection from Live Load) + Actual Dead Load Flat Roof Truss rit11A*�,�5I4x Deflection from Live Load) + Com` d�'r"'4Ngsign Dead Load Deflection) Notel The �4 W -tv 0considerably less than • LL ..vARlmrae READ %n MAL ACO NQIEs ON THIS DING THE — s fJ a "R REF DEFLEC/CAMB ..DPOIrANfo F1RN[sH THIS DRAv[NG TD ALL CRfITMCTIRS DKIUDING TVE RISTALLERS. � � f a � Trusses require extreme care In fabricating, handing, shipping, Installing and bracing. ReFer to jird f 1 Follow the latest edltlon of BCSI (Building Component Safety Information, by TPI and SBCA1 for sof R ATE ; DATE 10/01/14 Mess prior to performing these functions Installers shall provide temporary bracing per BC� * ` uMess noted otherwise, top chord shall have property attached structural sheathing and bottom • DRWG DEFLCAMB1014 shall have a properly attached rigid ceAing. Locations shown For permanent Interni restraint of q, f shall have bracing Installed per BCSI sections B3, B7 or BID, as applicable. Apply plates to wadi fnc I*Aw,. ♦+ i� f truss and position az shown above and on the Joint DetaAs, uniess noted otherwise. �f f ya �f ,(� i r! d � Refer to drawings 160A -Z far standard plate positions. -V t 0R V*y� Alpine, division of ITV Building Components Group Inc. shall not be responsible for any deviationfrom1114, � ~�Rtrf lr R•r�f AN ria COMPAW this drawing, any fallure to build the truss In conformance with ANSI/TPI 1, or for handling, skipping,f Installation on tbracingisa of trusses �,' A seal an this drawing so cover page e listing this The Indcakty acceptance t professional teQp�•`f",�r ) )rJl*j \ \ Suite\ Riverport\ Drive ergYreerbq rezponsblllth solely for the design dawn The suit per and use of this drnehg \ \suite\ 200 for any structure k the nsponsNlty of the Bridrq Designer per ANSI/rPt l sect. jtly1111{11� \ \ Maryland\ Heights,\ MO\ 63043 For more Information zee this Job's general nates page and these web sIt— ALPIND w salpinelt.conj TPD wwr.tpinst.org) SBCA, www.sbclndustryarg, ICG wwww.iccsafe.org 05/25/201 NOTE: Details (2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB—ON BLOCK, ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)10d BOX/GUN (0.128'x3.0') NAILS. STRONGBACK BRIDGING REC❑MMENDATI❑NS BUTT STRONGBACK BRIDGING TOGETHER 4' -0. ATTACH SCAB WITH 10d BOX/GUN 4' —0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE, IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL and 2 are the preferred attachment methods O RESTRAINED AT EACH I STRONGBACK BRIDGING SPACING REQUIREMENTS to 10' None re ulred 10' to 20'1 rot (at center ofspan) 20' to 30 2 rots (1 at end\ 1/3points) 30' to 40 3 rots (1 at each U4k tsl Iver 40' ce rat 10' oc nts) ots ►All scab -on blocks shall be a minimum 2x4 'stress graded lumber.' ►All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o.c. (max,) The terms 'bridging' and 'bracing' are sometimes mistakenly used interchangeably, 'Bracing' is an important structural requirement of any floor or roof system, Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component, 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration, In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce 'bounce' or residual vibration resulting from moving point loads, such as footsteps, The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by Alpine, For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information), $j o + � ATTACH ST 2) k D TTCHORDTH • STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES 0•, / eeVARNING— READ AM M-LaW ALL MTES ON THIS DRAVING — swUlpOiTANTa FURNISH THIS DRAVM TO ALL CONTRACTORS INCLUDING TIE INSTALLERS ■ r�AT '�' T 4 PSF REF STRONGBACK Trusses require extreme care In fabricating, handing, zhpplrq, Installing and bracing. Refer to 10�01�14 folk.. the latest edition of SCSI (Bulging Conponent Safety Information, by TPI and SBCA1 far raf7ky tr �TZ DL PSF DATEpracticesprior to performing these functions. Installers shall provide temporarybraclnp per BC • Cy� Unless noted otherwise, top chard shall have properly attached structural sheatNng and button shall have a properly attached rigid ceiling. Locations shown for pernan.nt lateral r.stwint of + PSF DRWG STRBRIBR1014 I� shop have bracing Installed per BCSI sections H3, B7 or 1110, as applicable. Apply plates to each fa� 1 "LLM II�I�oftruss and posltian as shown above and on the Joint Details, unless noted otherwise. tL9 Refer to dressings 16CA-Z for standard plot. positions. /"\�AWoo !!+ I PSF Alpine, o division of ITV Bulking Components Group Inc. shall not be responsible far any tlevlotlon fir **AF �/ +4+ ,4N ITwCOMPYWY this drawing, any fall re to bund the truss In confarnance with ANSI/TPI 1, or for handling, shipphg, j'f lM11�■!! �. LD. PSF Installation L bracing of trusses. it A seal on dYc dweYp or cover page listing this drawing, Indicates nccepMnce of professional [/'''(j /��(j \\13723\RiverpoA\Drive fenghoerft L<ysolely for the design shown The nitabllity and use of this dr.WQ jjjtl ��"" s Ak_ ,,sly UR, FAC. 1,00 \\Suite\200 y responskllity of the Building Designer per ANSLTPI 1 Sect. jftt t t•` \\Maryland\Heights\MO\63043 Far n re Information set this Job's general notes page and these web sites- tttttlf�{:»� SPACING ALPINE.. w.. pIne tw.co , TPI, wrw.Ypinst.or , SBCA. w w.sbdndustr war I ICC rwr.lccsafe,org ATTACH STRONGBACKTO O WEB W/ (3) IOd COM COMMON (0.148'x3') NAILS OR O (4) BOX/GU 28'xx33 .0') NAILSS Imo\ O RESTRAINED AT EACH I STRONGBACK BRIDGING SPACING REQUIREMENTS to 10' None re ulred 10' to 20'1 rot (at center ofspan) 20' to 30 2 rots (1 at end\ 1/3points) 30' to 40 3 rots (1 at each U4k tsl Iver 40' ce rat 10' oc nts) ots ►All scab -on blocks shall be a minimum 2x4 'stress graded lumber.' ►All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o.c. (max,) The terms 'bridging' and 'bracing' are sometimes mistakenly used interchangeably, 'Bracing' is an important structural requirement of any floor or roof system, Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component, 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration, In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce 'bounce' or residual vibration resulting from moving point loads, such as footsteps, The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by Alpine, For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information), $j o + � ATTACH ST 2) k D TTCHORDTH • STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES 0•, / eeVARNING— READ AM M-LaW ALL MTES ON THIS DRAVING — swUlpOiTANTa FURNISH THIS DRAVM TO ALL CONTRACTORS INCLUDING TIE INSTALLERS ■ r�AT '�' T 4 PSF REF STRONGBACK Trusses require extreme care In fabricating, handing, zhpplrq, Installing and bracing. Refer to 10�01�14 folk.. the latest edition of SCSI (Bulging Conponent Safety Information, by TPI and SBCA1 far raf7ky tr �TZ DL PSF DATEpracticesprior to performing these functions. Installers shall provide temporarybraclnp per BC • Cy� Unless noted otherwise, top chard shall have properly attached structural sheatNng and button shall have a properly attached rigid ceiling. Locations shown for pernan.nt lateral r.stwint of + PSF DRWG STRBRIBR1014 I� shop have bracing Installed per BCSI sections H3, B7 or 1110, as applicable. Apply plates to each fa� 1 "LLM II�I�oftruss and posltian as shown above and on the Joint Details, unless noted otherwise. tL9 Refer to dressings 16CA-Z for standard plot. positions. /"\�AWoo !!+ I PSF Alpine, o division of ITV Bulking Components Group Inc. shall not be responsible far any tlevlotlon fir **AF �/ +4+ ,4N ITwCOMPYWY this drawing, any fall re to bund the truss In confarnance with ANSI/TPI 1, or for handling, shipphg, j'f lM11�■!! �. LD. PSF Installation L bracing of trusses. it A seal on dYc dweYp or cover page listing this drawing, Indicates nccepMnce of professional [/'''(j /��(j \\13723\RiverpoA\Drive fenghoerft L<ysolely for the design shown The nitabllity and use of this dr.WQ jjjtl ��"" s Ak_ ,,sly UR, FAC. 1,00 \\Suite\200 y responskllity of the Building Designer per ANSLTPI 1 Sect. jftt t t•` \\Maryland\Heights\MO\63043 Far n re Information set this Job's general notes page and these web sites- tttttlf�{:»� SPACING ALPINE.. w.. pIne tw.co , TPI, wrw.Ypinst.or , SBCA. w w.sbdndustr war I ICC rwr.lccsafe,org Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr, 17n mnh Winn Cnppr!_ 19' Mann Halnh+ Pnr+loll., 1--1—A r..nnc,, n w,+ - inn S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) 1x4 'L' Brace is Group A Group B (1) 2x4 'L' Brace w (2) 2x4 'L' Brace ON (1) 2x6 'L' Brace Is Group A Group B Group A Group B Group A Group B (2) 2x6 'L' Brace sin Group A Group B +>#1 able Truss / #2 3' 10' 6' 7' 6' 10' _6'2' 7'-9' 6' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' -SPP Tvertical 1doubled #3 378' 5' 9' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' diagonal brace for 600# H F Stud 3' 8' 5' 9• 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Q )K)K Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' 0) #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 6' 12' 4' 12' 91 14' 0' 14' 0' (as shown) at L S P #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' Connect dlagona at #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' ll' 11' 8' 14' 0' 14' 0' weDFORTANTe. FIRMSH THIS ]BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS oj F Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' ll' 11' 8' 14' 0' 14' 0' d Alpine, a division of ITV Building Components Group Inc. shall not be responsible far any devlatlon f Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' Il' 9' 8' 10' 4' 13' 1' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' S P r #3 4' 2' 7' V 7' 9' 8' 9' 9' 1' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' U u I Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10' 10• 13' 9' 14' 0' 14' 0' 14' 0' QJ O �I r Standard 4' 2' 6' V 6' 5' 8' 1' 8' 8 10' 5' 10' 10' 12' 8' 13' 7' 14' 0' 14' 0' \ #1 4' 7' 7' 7' 7' 117 9' 0' 9' 4' 10' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' / S P #2 4' 5' 7' 6' 7' 9' 6' 10' 9' 3' 10' 7' I1' 0' 13' 11' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 6' 6' 9' 1' 10' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' D P L Stud 4' 4' 6' 5' 6' 10' B' 6' 9' 1' 10' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0• 10' 2' 10' 10' ill 10' 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' d SPF S P r #3 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' U H r Stud 4' 7' 8' 2• 8' 5' 9' 8' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' O I 1 f Standard 4' 7' 7' 0' 7' 5' 9' 4' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1 5' 1' 6' 5' 8' 8' 1 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d SP #2 4' 10' 6' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 011 #3 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' D P L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 6' 9' 3' 11' 6' 12' 0' 13' 7' I 14' 0' W i R ATE a A # 1 w,i11• Y As'axw T1 Q t t'i�- Bracing Group Species and Grades, Group Al S ruce-Pine-Fir Hem -Fir NI / #2 Standard N2 Stud #3 Stud #3 Stnndnrd Dau las Fir -Larch Southern Plnewww !2#3 Stud Stud Standard Stnndnrd Group B: Hem -Fir #1 6 Btr #1 Dou Ins Fir -Larch Southern Plneww■ #1 N1 #2 #2 1x4 Braces shall be SRB (Stress -Rated Board). wwFor 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with IOd (0.128'x3.0' min) nalls. )I( For (1) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. )K )Wor (2) 'L' braces, space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No S lice Less than 4' 0' 2X3 Greater than 4' 0', but 3X4 less than 11' 6' Greater than 11' 6' 4X4 + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 TOT, LD, 60 PSF 05/25/2(18 IMAX. SPACING 24.0' ABout j� able Truss Diagonal brace option, length may be W Tvertical 1doubled when dlagonnl )K brace Is used. Connect L diagonal brace for 600# le •Lr at each end. Max web Brace I total length Is 14'. )K)K 2x6 DF -L #2 or better diagonal T It Vertical length shown brncei single B' In table above. or double cut 45' (as shown) at L 1,1 1 _L�( Lipper end. ni on Connect dlagona at + midpoint of vertical web. Refer to chart aloat xVARNpgws READ AND FOLLOW ALL NOTES ON THIS DRAVINGI weDFORTANTe. FIRMSH THIS ]BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to fellow the latest edition of BCSI (Building Component Safety Infon nation, by TPI and SBCA) for snf practices prior to performing these functions. Installers shall provide temporary bracing per BC Untess noted otherwise, top chord shall have properly attached structural sheathing and bottom I shall hove a properly attached rigltl ceiling. Locations shown for permanent lateral restraint of wd FI nI shall have brncosi Installed per HSI sections B3, or BLD, az applicable. Apply plates to each fa< ��1� d f truss and position as shown above and on the Joint Details, ,mess noted otherwise. J CIL IIS Illlll��\VVI II III�r�� Refer to drawings 160A-2 for standard plate positions. /J4 RW COMPANY Alpine, a division of ITV Building Components Group Inc. shall not be responsible far any devlatlon f this draeing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Installatlon t bracing of trusses. A seal this mowing or cover page listing this drawing, Indicates acceptance of professional \ \ 13723\ Riverpod\ Drive engineering responsibility solely for the design shown The sultoHUty and use of this drawing \\Suite\200 for any structure Is the respansblgty of the Bulldig Designer per ANSI/TPI I Sect. \\Maryland\Heights,\MO\63043 For more Information see this Job's general notes page and these web sites, ALPINE- www,alpi—Ite.can) TPI- www.tpinst.orgl SBCA- wwwsbclndustry.org) 100 wwwJccsafe.org W i R ATE a A # 1 w,i11• Y As'axw T1 Q t t'i�- Bracing Group Species and Grades, Group Al S ruce-Pine-Fir Hem -Fir NI / #2 Standard N2 Stud #3 Stud #3 Stnndnrd Dau las Fir -Larch Southern Plnewww !2#3 Stud Stud Standard Stnndnrd Group B: Hem -Fir #1 6 Btr #1 Dou Ins Fir -Larch Southern Plneww■ #1 N1 #2 #2 1x4 Braces shall be SRB (Stress -Rated Board). wwFor 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with IOd (0.128'x3.0' min) nalls. )I( For (1) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. )K )Wor (2) 'L' braces, space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No S lice Less than 4' 0' 2X3 Greater than 4' 0', but 3X4 less than 11' 6' Greater than 11' 6' 4X4 + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 TOT, LD, 60 PSF 05/25/2(18 IMAX. SPACING 24.0' 'T Relnfo Memk Go Tr Gable Detail For Let -in Verticals Gable Truss Plate Sizes oproprlate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of ,apped plates to span the web. ,, 2X4 2X42X8 rroviae connections nor uplitc specitiea on zne engineered truss design. Attach each 'T' reinforcing member with End Driven Nails, 10d Common (0.148'x 3,',min) Nails at 4' o.c, plus (4) nails In the top and bottom chords. Toenalled Nails - 10d Common (0,148'x3',min) Toenails at 4' o.c. plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detall for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 & ASCE 7-16 Gable Detall Drawings A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, A18015ENC100118, A20015ENC100118, A20015ENDOSEAD1011" A11530ENC100118, A12030ENC100118, A14030ENCA18030ENC100118, A20030ENC100118, A20030ENDS11515ENC100118, S12015ENC100118, S14015ENC1S18015ENC100118, S20015ENC100118, S20015EN511530ENC100118, S12030ENC100118, S14030E518030ENC100118, S20030ENC100118, 52003 D See appropriate Alpine gable detall for ma 'T' Relnforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -mall - Or - End-nall Toconvert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical Length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace 'T' Relnf. 'T' Mbr. Size Increase 2x4 30 Examples 2x6 20 ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP N3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1,30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' ssVARNINCda READ AND FOLLOW ALL NOTES ON THIS DRAVDQ �^ 'R' # �` REF LET - I N VERT ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Ie4 i Trusses require extreme care In fabrlcating, handling, shipping, Installing and brachy. Refer ��QQ and ! follow the latest edtlon of SCSI (Building Component Safety Information, by TPI and SP for city p ��� DATE 01/02/2018 practkes prior to performing these functions. Installers shall provide temporary bracing per $ I Unless noted otherwise, top chord shall have properly attached structural sheathing and botto „Oir ch c : C DRWG GBLLETIN0118 shall have a properly attached rlDltl cetthp. Locations shown for permanent Interni restraint of yg ♦ ♦O *1 shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each e ♦ # of truss and position as shown above and on the Joint Details, unless noted otherwise. i ♦�' a [�1! 1 Refer to drawings 160A -Z for standard plate positions. 'f++'j ♦tt �./ F M♦ N Alpine, o division of ITV Buttdhg Components Group Inc. shall not be responsible for any deviation fry +�/ky' �tw9 wsv*Msw+� AN RW COMPANY thls drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, *gyp /^ y MAX, TOT, LD, 60 PSF Installation L bracing of trusses. f V A seal on this drawling or cover page Usting this drawing, kwAcates acceptance of professional -7J NA \\13723\Riverport\Drive engMnering responsibility solely for the design shown. The sJtabttlty and u of this tlra.fnp '9'ttt1�1�11„+ DUR, FAC, ANY \ \ suite\ 200 For any structure Is the responsbilUty of the A/ldlrp Designer per Al 1 Sect. #0 278 \\Maryland\Heights,\MO\63043 For more Information see this Job's general notes page and these web sites 05/25/2018 MAX. SPACING 24.0' ALPINE- www.alpineitw.coni TPrg I, www.tpinst.org) SBCA, www.sbclndustry.org) ICC, www.lccsafe.o laoiriikl Client: Date: 5/2512018 Page 2 of 10 isDesign" Project Designer: Richard Tingley Address: Job Name: 538318 Project #: BMA 2.0E EverEdgeTm LVL 1.750" X 18.000" 2 -Ply - PASSED Level Level N 1'6" 1 SPF Hanger (HGUS412) 3 112" 2'5 1/2" Multi -Ply Analysis Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 Load 0.0 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 Ib. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 Notes chemwals 6. For net roots proV;de proper drainage to preant Manufacturer Info Gledder and Sons Calculated svuaured Designs Is responsible only of the Handling & Installation ponding 2175 West 18th St, If usa Weyerhaeuser struaual adequacy of his component based on the t LVL beamman beams trust not be or drilled Seattle, WA 32209 desgn aitena end loadings showai. It is the 2. Refer to manufacturer's produa mformabon responsibirty of the antomer and/or the contactor to www.weyerhaeuser.comleveredge/ 904-3565440 regarding instadlabon requaemem multi -ply ensure the conponsm sudabiaty of the intenoed faaeang delads. beam strength values . and .00e applroaaon, and to wiry the dimensions and loads. app—ls Lumber 3 Damaged Beams must not be used I Dry seance mnddrons, unless noted othennnse 4. Desgn assumes top edge is laterally restrained unlessnoted5. Protide lateral support at bearing points to acid 2. LVL trot to be treated, fire or corrosive lateral displacement end raawn Version 18.40.084 Powered by iStructi° 4k AiiTrl Client: Date: 5/25/2018 Page 3 of 10 isDesignrM Project Address: 0 Designer: Richard Tingley Job Name: 538318 Project #: BM -2 2.0E EverEdgeTm LVL 1.750" X 18.000" 3 -Ply - PASSED Level Level 2 3 11-6- 1 SPF 2 SPF H51/4" 24' 24' Member Information Reactions UNPATTERNED Ib (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 1024 2576 0 0 2063 Moisture Condition: Dry Building Code: FBC 2010 2 1138 2771 0 0 2092 Deflection LL: 360 Load Sharing: Yes Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp <= 100°F Bearings General Load Bearing Length Cap. React D/L Ib Total Ld. Case Ld. Comb. Floor Live: 40 PSF Dead: 15 PSF 1 - SPF 3.500" 63% 2576 / 2315 4891 Uniform D+0.75(L+C) 2 - SPF 3.500" 67% 2771 / 2423 5194 Uniform D+0.75(L+C) Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 31684 ft -lb 11'11 1/16" 84286 ft -Ib 0.376(38%) D+0.75(L+C) Uniform Unbraced 31684 ft4b 11'11 1/16" 84286 ft -Ib 0.376(38%) D+0.75(L+C) Uniform Shear 4602 Ib 22'3 3/8" 22444 Ib 0.205 (21%) D+0.75(L+C) Uniform LL Defl inch 0.312 (U906) 12-1/4" 0.785 (U360) 0.400(40%) 0.75(L+C) Uniform TL Defl inch 0.654 (U432) 12-15/16" 1.17E (U240) 0.560(56%) D+0.75(L+C) Uniform Design Notes 1 Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must be continuously braced. 6 Bottom must have sheathing attached or be continuously braced. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 1-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF FLOOR 2 Uniform 8-6-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF ROOF 3 Point 10-6-8 Top 268 Ib 688 Ib O lb O lb 0 Ib FLAT GIRDER 4 Point 16-6-12 Top 590 Ib 515 Ib 0 Ib 0 Ib 75 Ib BM -1 Brg 2 Self Weight 28 PLF Notes chemicals fi. For fat roofs provide proper drainage tc prevent ponamg Calculated structured Designs is responsible only of the Handling & Installation structural adequacy of this component based on the t, LVL bearrs must not De cut or dreed design crdens and loadings shown. It is the 2. Refer to manufacturers product informumon responsibirty of the customer endior the contractor to regarding installation requirements. mum -ply ure the component suitability of the intended fastening detais, beam strength values, and code appacation, and to verity the dimensions and loads. approvals Lumber 3. Damaged Beams must not be used I Drysernce condrtwns, unless noted anemnse d. Design assumes top edge Is laterally restrained beanng points to avoid 5. Previte klece�ril Manufacturer Info Gedder and Sons 2175 west 18th St, fl usa 32209 904-3565440 Weyerhaeuser Seattle, WA www.weyerhaeuser.com/everedge/ 2 LVL not to oe treated svtth fire retaroam or corrosive an rotation lateral tlspla t and ruatam Version 18.40.084 Powered by iStruct" Client: Date: 5/25/2018 Page 4 of 10 AL aill, C C Project: isDesign. Designer: Richard Tingley Address: Job Name: 538318 Project #: BM -2 2.0E EverEdgeTA1 LVL 1.750" X 18.000" 3 -Ply - PASSED Level: Level 1,6., 1 SPF 2; PF H5 24' 114" 24' Multi -Ply Analysis Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed 6" Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 Notes chis 6. For gat roofs provide proper damage to pavem Manufacturer Info Gledder and Sons Caloulmed structured Designs is responsible only of the Handling & Installation pO"d"'g 2175 West 18th St, d Weyerhaeuser Y structural adequary of this wmponem based on the 1 LVL beams must not be aR or drilled Seattle, WA use 32209 a�nign «neo and loadings slw.vn. n is the 2. Rater to manufamuers promo information responsibility f the Customer nd/or We Comaotor to egndaig installation requaemems, muni -ply www.weyerhaeuser.comieveredge/ Y `� 904-3565440 ensure the oonponem suitability of the amended asteang details. beam stangth slues. and Code apphcaaon, and to veiny me dimensions and loads. approvals Lumber 3 Damaged Beams must not be used I . Dry servicemndnians, unless noted otherwise 4. Design assumes top edge is laterally restrained 5 Provide lateral support at beanng borrtts to avoid 2. LVL not to be treated vmh fire retardant or corrosive lateral d4dacement and rotator. Version 18.40.084 Powered by iStruct^' Client: Date: 5/25/2018 Page 5 of 10 AF, Mk isDesigntM Project: Address: Designer Richard Tingley Job Name: 538318 Project #. BM -3 2.0E EverEdgeTM LVL 1.750" X 18.000" 4 -Ply - PASSED Level: Level 3 2 1 _ K 11-6- I SPF 2 SPF H7- 24' 24' Member Information Reactions UNPATTERNED Ib (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 4 Design Method: ASD 1 1560 5382 0 0 3360 Moisture Condition: Dry Building Code: FBC 2010 2 1560 5382 0 0 3360 Deflection LL: 360 Load Sharing: Yes Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp <= 100'F Bearings General Load Bearing Length Cap. React D/L Ib Total Ld. Case Ld. Comb. Floor Live: 40 PSF Dead: 15 PSF 1 - SPF 5.500" 55% 5382/3690 9072 Uniform D+0.75(L+C) 2 - SPF 5.500" 55% 5382 / 3690 9072 Uniform D+0.75(L+C) Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 50992 ft4b 12' 112381 ft4b 0.454(45%) D+0.75(L+C) Uniform Unbraced 50992 ft4b 12' 112381 ft -Ib 0.454(45%) D+0.75(L+C) Uniform Shear 7647 Ib 1'10 5/8" 29925 Ib 0.256(26%) D+0.75(L+C) Uniform LL Defl inch 0.315 (U885) 12-1/16" 0.774 (U360) 0.410(41%) 0.75(L+C) Uniform TL Def! inch 0.775 (U360) 12-1/16" 1.161 (U240) 0+670(67%) D+0.75(L+C) Uniform Design Notes 1 Fasten all plies using 3 rows of SDW22634 at 24" o.c. Maximum end distance not to exceed 12". 2 Refer to last page of calculations for fasteners required for speed loads. 3 Simpson fasteners applied from a single side of the member use tip values where published. 4 Girders are designed to be supported on the bottom edge only. 5 Top loads must be supported equally by all plies. 6 Top must be continuously braced. 7 Bottom must have sheathing attached or be continuously braced. 8 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 3-3-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF FLOOR 2 Uniform Top 124 PLF 0 PLF 0 PLF 0 PLF 0 PLF WALL 3 Uniform Top 239 PLF 0 PLF 0 PLF 0 PLF 280 PLF ROOF Self Weight 37 PLF Notes chemicals 6. For flat roots provide proper drainage to prevent Calculated structured Designs is responsible only of the Handling & Installation porlaing Manufacturer Info Gleclder and Sons 2175 West 18th St, 11 usa Weyerhaeuser structural adequacy of this component based on the t LVL peams must not be M or drilled design trema and torarloadings shave. n is the 2. rRefer to menuation rs product reformation responsi6iily of the wstomer anNor the contractor to regarding Instdlebon regwrements. muni -ply re the componem suitabMy of the intended fastening detaiis. peem strength values, and code applKanon, and to verity, the dimenvons and loads. approvals Seattle. WA www.we erhaeuser.com/ever e/ y 32209 9043535440 Lumber 3. Damaged Beams must not tie used 1. Dry seance condaans. unless notes otherwise 4. Design a=stopedges is laterally restrained 5. Providelpport t peanng points to avoid ) G 2 LVL not to be treated with fire retardant or corrosive lateral displacement placecement elle rotation I Version 18.40.084 Powered by iStruct'° -�,^ Client: Date: 5/25/2018 Page 6 of 10 isDesigntM Project: Designer: Richard Tingley Address: Job Name: 538318 Project #: BM -3 2.0E EverEdgeTm LVL 1.750" X 18.000" 4 -Ply - PASSED Level: Level 11-6" 1 SPF 2 SPF H7" 24' 24' Multi -Ply Analysis Fasten all plies using 3 rows of SDW22634 at 24" o.c.. Maximum end distance not to exceed 12" Capacity 0.0 Load 0.0 PLF Yield Limit per Foot 382.5 PLF Yield Limit per Fastener 255.0 Ib. Yield Mode Lookup Edge Distance 1 1/2" Min. End Distance 6" Load Combination Duration Factor 1.00 Manufacturer Info Gladder and Sons Notes cnenacals 6. For mat roots provide proper drainage to prevent 2175 West 18th St. fl Weyerhaeuser pond ng Calculated Structured Designs is responsible only or the Handling & Installation use structural adequacy of this component based on the 1. LVL hearrts must not be ctn or drilled Seattle. WA 32209 design ahem and loadings mf n is the 2 Ratan to manutactur s product mformana, www.weyerhaeuser.comleveredge/ 904-3565440 respcontractor responsibility or me customer andcor the coactor to regarding mstallabon requam emas. multiply ensure me component surtabday, of me intended fastening details, beam strength values, and code application, and to verity, the dimensions and loads. approvals Lumber 3. Damaged Beams must not be used 4. Design assumes lop edge is laterally restrained 1. Dry service eandmm�s, unless noted otherwae 5. provide lateral beanng poems to avoid 2 LVL not to be treated wM fire retardant or cono-e an ro lateral displacement and raation Version 18.40.084 Powered by iStruct" Client Date: 5/15/2018 Page 7 of 10 isDesign M Project: Designer: Richard Tingley Address Job Name: 538318 Project it: BM -4 2.0E EverEdgeTM LVL 1.750" X 18.000" 2 -Ply - PASSED Level: Level 3 2 Ic— 1.6. a: "�t>e, QRl 1 SPF 2 SPF H3 1/2" 12'5 1/2" 12'5 1/2" Member Information Reactions UNPATTERNED Ib (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 2616 3176 0 0 1112 Moisture Condition: Dry Building Code: FBC 2010 2 2616 3176 0 0 1112 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp <- 100°F Bearings General Load Bearing Length Cap. React D/L Ib Total Ld. Case Ld. Comb. Floor Live: 40 PSF Dead: 15 PSF 1 - SPF 5.500" 73% 3176/2796 5972 Uniform D+0.75(L+C) 2 - SPF 5.500" 73% 3176 / 2796 5972 Uniform D+0.75(L+C) Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 15877 ft -Ib 6'2 3/4" 43224 ft4b 0.367(37%) D+L L Unbraced 15877 ft4b 6'2 3/4" 43224 ft -Ib 0.367(37%) D+L L Shear 4039 Ib 1'10 5/8" 11970 Ib 0.337(34%) D+L L LL Defl inch 0.069 (U2021) 6-23/4" 0.390 (L/360) 0.180(18%) 0.75(L+C) Uniform TL Deft inch 0.148 (U946) 6'2 3/4" 0.584 (U240) 0.250(25%) D+0.75(L+C) Uniform Design Notes 1 Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" D.C. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must be continuously braced. 6 Bottom must have sheathing attached or be continuously braced. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 10-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF FLOOR 2 Uniform 10-6r0 Top 20 PSF 0 PSF 0 PSF 0 PSF 17 PSF ROOF 3 Uniform Top 124 PLF 0 PLF 0 PLF 0 PLF 0 PLF WALL Self Weight 18 PLF Notes chemcals 6. For fiat roots provide proper drainage to prevent Manufacturer Into Gleckler and Sons 2175 Voest 18th St, 11e Weyerhaeuser Calculates Structured Designs is responsible only of the Handling 3 Installation usa spvchm l adequacy of this component based on the 1 LVL palms must not be cut or drilled Seattle, WA 32209 design =am am and loadings shownit is the 2 Refer to manufacturer's product information www.weyerttaeuser.comleveredge/ 904-3565440 responsibi4y of the customer andfor the contractor to regarding Installation requirements, mum -ply ensure Ina component suaabidy of me attended takenmg details, beam strength a ues. and code application, and to venty the dimensions and loads. approvals Lumber 3, Damaged Beams must not be used 1. Dry sendoe condarons. unless noted otherwise 4. Design assumes top edge is laterally restrained 5. ProvidelWlbaanng points 10 avoid 2. LVL not to ba treated with fire retadent or comost- an rotation lateral displacement anis raabon Version 18.40.084 Powered by iStructl-1 Awl / ilaa:�.-a'rr/r Client: Date: 5/25/2018 Page 8 of 10 isDesignrM Project: 0 Designer: Richard Tingley Address: Job Name: 538318 Project # BM -4 2.0E EverEdgeTm LVL 1.750" X 18.000" 2 -Ply - PASSED Level Level N 1-6„ 1 SPF 2 SPF 12'51/2" �c "� X31/2" 12'5 1/2" Mufti -Ply Analysis Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 Ib. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 Notes chemicals 6. For IW roofs provide proper damage to prevent Manufacturer Into GlerAer and Sons Calculated structured Designs Is responsible only of the Handling & Installation bonding 2175 West 18th St, fl Weyerhaeuser structural adequacy of this component based on the 1. LVL beams must not be WI or drilled Seattle, WA 32209 design cdtena and loadings shosih It is me 2 Refer to manuraaurees product Informative, responsibady of the customer andlor the contactor to www.we yer9 haeusef.comlevered e/ 904-35G5440 regarding mstallabon requiremerds, multi y the component surabiM of the Intended neatening details, beam strength values. and code appbeabon, and to verity the dimensons and loads. approvals Lumber 3. Damaged Beams must not W used 1, Dry service conditions, unless noted omenvne 4, Design assumes top edges laterally restamed 5. Provide lateal support at beanng points to avoid 2. LVL not to be treated with fire retaaant or corrosive lateral displacement and rotation Version 18.40.084 Powered by iStrucP° j6' 1 4."" Client. Date: 5/25/2018 Page 9 of 10 Project: 0 isDesign M Designer: Richard Tingley Address: Job Name: 538318 Project #: BM -5 2.0E EverEdgeTm LVL 1.750" X 11.875" 4 -Ply - PASSED Level: Level 2 1 3 1 SPF 2 SPF End Grain 3 SPF H7" 10'9 1/4" 1 12'8 3/4" 23'6" Member Information Reactions UNPATTERNED Ib (Uplift) Type: Girder Application. Floor Brg Live Dead Snow Wind Const Plies: 4 Design Method: ASD 1 3191 1339 0 0 0 Moisture Condition: Dry Building Code: FBC 2010 2 14979 6172 0 0 0 Deflection LL: 360 Load Sharing: Yes 3 2173 974 0 0 0 Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp <= 100°F Bearings General Load Bearing Length Cap. React D/L Ib Total Ld. Case Ld. Comb. Floor Live: 40 PSF Dead: 15 PSF 1 - SPF 5.500" 30% 1319 / 3641 4960 L_ D+L 2 - SPF 14.000" 27% 6209/15069 21278 LL D+L Analysis Results End Grain Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -20204 ft4b 10'9 1/4" 41408 ft -Ib 0488(49%) D+L LL 3 - SPF 5.500" 23% 957/2868 3825 _L D+L Pos Moment 15684 ft4b 7'1 1/8" 41408 ft -Ib 0.379(38%) D+L L_ Unbraced 15684 ft4b 7'1 1/8" 41408 ft4b 0.379(38%) D+L L_ Shear 14485 Ib 9'9 3/8" 15794 Ib 0.917(92%) D+L LL LL Defl inch 0.141 (U883) 6-9/16" 0.346 (U360) 0.410(41%) L L_ TL Defl inch 0.185 (U671) 6-118" 0.519 (L/240) 0.360(36%) D+L L Design Notes 1 Fasten all plies using 2 rows of SDVV22634 at 24" o.c. Maximum end distance not to exceed 12". 2 Refer to last page of calculations for fasteners required for speed loads. 3 Simpson fasteners applied from a single side of the member use tip values where published. 4 Girders are designed to be supported on the bottom edge only. 5 Top loads must be supported equally by all plies. 6 Top must be continuously braced. 7 Bottom must have sheathing attached or be continuously braced. 8 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part. Uniform 0-0-0 to 7-7-8 Top 189 PLF 486 PLF 0 PLF 0 PLF 0 PLF FLOOR 2 Point 8-7-8 Top 3768 Ib 9686 Ib 0 l 0 Ib 0 Ib FLAT GIRDER 3 Part Uniform 9-7-8 to 23-6-0 Top 195 PLF 501 PLF 0 PLF 0 PLF 0 PLF FLOOR Self Weight 24 PLF Notes merrscals 6. For flat roots provide proper damage to prawrit Manufacturer Info GleckJer and Sorts 2175 west 18th St, 11 Weyerhaeuser calculated structured Devgns is responsible only of me Handling & Installation porroirtg usa structural adequacy of this component based on the t_ LVL beams must not be out or Grilled Seattle, WA 32209 design aitena and loadings shown. It is the 2 Refer to manufacturers product infor,ation responsibil of me customer and/or the contactor to re9ardmg installation requmements. multiply www.weyerhaeuser.com/everedge/ 904-3 9D4-3 565440 ensure me component suitability of the mtended fastening deltasbeam strength values, and code apd,catien, and to verily me dimensions and loads. approvals Lumber 3. Damaged Beams must not be used t. Dry semoe contlalons, unless noted otherwise d. Design assumes top edge is laterally iestamed 5. Provide late al support t bearing ponds to —d 2. LVL not Lo be treated unto fire mardam m corrosive faleaf asdacemeM and raabon Version 18.40.084 Powered by iStructnu Client: Date: 5/25/2018 Page 10 of 1 isDesigntM Project: Uv Address: Designer: Richard Tingley Job Name: 538318 Project #: BM-5 2.0E EverEdgeTm LVL 1.750" X 11.875" 4-Ply - PASSED Level Level <V ` ® 117/8" 1 SPF 2 SPF End Grain 3S H7" 10'9 1/4" 12'8 3/4" 23'6" Multi-Ply Analysis Fasten all plies using 2 rows of SDW22634 at 24" o.c.. Maximum end distance not to exceed 12" Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 255.0 PLF Yield Limit per Fastener 255.0 Ib. Yield Mode Lookup Edge Distance 1 1/2" Min. End Distance 6" Load Combination Duration Factor 1.00 Notes chemcels 6. For flat roofs provide proper drainage to prevent calculated structured ,,red Desigis responsible only of the Handling & Installation pontli� Manufacturer Info Gleclder and Sons 2175 West 18th St, fl use Weyerhaeuser structural adequacy of this component based on the LVL beams must not be cut or drilled design =am and loadings stwwn. It M the 2. Refer to manufacturers product information responsioiiry of the customer andlor the contractor to regarding installation requiremenh. muh,py ure the component suitability of me Intended fastening details, beam strength values, and code appketion, and to verily the dimensions and loads. approvals Lumber 3. Damaged Beams must not oe used 1. Dry semoe condRbns. unless noted otherwise 4' Design assumes top edge is laterally restrained 2. LVL not to be treated wth fire retardant or corrosive 5. Provide lalecengithasupport t ibor, g poems to avoid galeal mspw t and ratatwn Seattle, WA wWW.WeyerhaeDSer.COmleVefQdge/ 32209 9043565440 Version 18.40.084 Powered by iStructTM t_A;w GLECKLER & SONS BLDG. SUPPLYS P.O. Box 12267 Jacksonville, FL 32209 PHONE (904) 356-5440 FAX (904) 356-9415 TO CHAPIN CARPENTRY 1132 BEACH AVE. DUVAL CTY WE ARE SENDING YOU ❑ Attached ❑ ❑ Prints ❑ Sealed Drawings ❑ Change order LETTER OF TRANSMITTAL DATE: I jJune 1, 2018 ATTENTION: RE: 538318 ED WALL ❑ Under separate cover via ❑ Plans ❑ Samples COPIES I DATE NO. DESCRIPTION 41 1 ITRUSS LAYOUT & ENGINEERING the following items: Specifications EOR CHRIS SABOURIN THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval XXX ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ REMARKS COPY TO SIG GLADYS WATSON If enclosures are not as noted, kindly notify us at once. S�01e Flar;dQ FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: CHAP2145 Builder Name: Street: 1132 Beach Avenue Permit Office: City of Atlantic Beach City, State, Zip: Atlantic Beach , FL , Permit Number: Owner: Meeus Residence Jurisdiction: 201000 Design Location: FL, Jacksonville County: Duval (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2993.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 2664.50 ft2 b. Frame - Wood, Adjacent R=19.0 328.50 ft' 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1511.3 sqft.) Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=20.0 1356.00 ft2 6. Conditioned floor area above grade (ftz) 2145 b. Knee Wall (Unvented) R=0.0 155.30 ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(480.3 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 1st Floor 6 214.5 a. U -Factor: Dbl, U=0.24 261.33 ft2 b. Sup: Attic, Ret: Attic, AH: Attic 6 214.5 SHGC: SHGC=0.13 b. U -Factor: Dbl, U=0.27 170.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.19 a. Central Unit 24.0 SEER:14.00 b. Central Unit 24.0 SEER:14.00 c. U -Factor: Dbl, U=0.25 49.00 ft2 SHGC: SHGC=0.22 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft2 a. Electric Heat Pump 24.0 HSPF:8.20 SHGC: b. Electric Heat Pump 24.0 HSPF:8.20 Area Weighted Average Overhang Depth: 7.610 ft. Area Weighted Average SHGC: 0.160 14. Hot water systems a. Propane Tankless Cap: 1 gallons 8. Floor Types (2145.0 sqft.) Insulation Area EF: 0.860 a. Slab -On -Grade Edge Insulation R=0.0 1042.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 789.00 ft2 None c. other (see details) R= 314.00 ft2 15. Credits Pstat Glass/Floor Area: 0.224 Total Proposed Modified Loads: 56.60 PASS Total Baseline Loads: 67.75 1 hereby certify that the plans and specifications covered by Review of the plans and IE STA? this calculation are in compliance with the Florida Energy specifications covered by this 0"i tio0Z>< Code. Douglas R. Digitally signed by Douglas R.Stickles calculation indicates compliance ` �`�,,,'''� _,.•',.�� �+ I' Stickles DN: cn=Douglas R. Stickles, c=US, o=A/�r cMasters HVAcInc. with the Florida Energy Code. �, -;: 4� n+,, `• , .��. t, O " PREPARED BY: Date: 2018.08.0823:46:08-04'00' Before construction is completed ++ •----.r "' DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. ✓,), �� with the Florida Energy Code. �Op WBS 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). 8/8/2018 9:49 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 1 of 5 OFFICE COPY ISL Floor Layout - U ALL 120 VOLT, 51NPIF PHAS$ 15 AND 20 A1? BRANCH GIROUTTS WPLYIN5 OURET5 IN5TALLED IN DNELLINS t"TS, ]FAMILY ROOMS. DINING ROOMS, LNUiS ROOMS, PARLCiZS. LIBRARJES. pE' BEDRGOMS, 91N20OM5, REOREA Il ROOMS. CLOSETS, HALLWAYS, OR SIMILAR RCGHS OR AREAS SHALL CE PROTECT® BY A LISTED COMIBINATION TYPE AR.G-PALLT ctiz=T t1ii mPTIR (AFGU INSTALLED TO PCOVIDE PROTCOTION OP THE CRAWL VPX4ItT. 2) ALL lis VOLT. 54NGLE PHASE, I5 AND 20 AMPERE RECS7rACLM ow^LI.ED IN PATHROOI S. SARA612S, BOATHOU-U_M, AND 6RADE-LEVEL PORTIONS OP UMFINSFF_D ACCESSORY EUILDIN55 USED FOR 5TORASE OR WORK AREASt OUTDOOR REZEFTACLES RIM. ONE AT FRONT AND BACK OF CiELLtNS, AND ONE L=ATED AT GONDRJSER UNIT). AT OR BELOW 5RADE GRAD SPACES, UNPiN:5tED�. BAPb"LR76P 5W"'.FAGES,OUTLETS NMTTNN 6E F -ET OF LAUNDRY. UTILITY, OR MET BAR 5IHK5, BAIOGNY, Dr -OK, OR PORCH (69--ATER THAN 20 5GUARE FEET), SMALL HAVE SRCUA'D-FAULT CIRCU{T IH7'F IFR f6FW PROTECTION FOR PE L. W ALL ELECTRICAL KRiNS TO BE IN ACGORDAVOE KITH ARTIr,LE 200 OF WPA 'ICA :11 ELECTRICAL INSTALLATION TO t T THE l;M=REMENT5 OF CURRENT MEG. W I00% OF Mr-IRiOR AND ULTERIOR PEF44MENT uSHr FIXPAZES USE CFLn.eO LAMPS. 62 ALL RECESSED Lt6iT5 TO BE LED. � EXCEPTM L1 4 VOLTAbs L16141"N6 SHALL NOT BE REGLIERW TO UTILIZE H16H-EFF161ENGY LAMPS, 8404.1.1 U&Mm6 EGUrtiENT (MANDATORY), FUEL &A5 L16HTIN6 SYSTEM5 SHALL NOT HAVE CONTINUOUSLY EUM*N6 PILOT LI&M, ALL WOKE OETECTGR5 ARE TO BE HARD WRED NO INTERCONN&LTED, SuP�ty bm � w wo U U 3] 5l c ¢1F4-MWAL. LESFM F` —R—.Wb L^ M1sfFI bG1�M pgy�y�� b wa ]fa � S+YyS,la H Tdq�n... m H Caw ha ® moo,.•• m cb- }fl tlatYcv cm Sat b AUCwR S" ® H,[Ykd MCy QSD. �eR4[tr � meaty c ag F. GY_ `eoca 'b pc�.� tmrditfw.vt u/t G .� �aluJa fs.olab, = m - T Lq, a.aoTldnd, NOTES` L Oasb �oGbdd�lireMW� rrri 11 ao.d AtlM en>oorsnr}y�t Vt�usa6rN SR betu0r.gtwi++a .N>w�oabb.A a�•rr,.. 4rwaeMi.��r Pia rA" M.W Lx Kno.ugL ^ 1J �•Ld ILO wM'ALCO l93 ® wwn orwe�,e --PLy W LV2.* a�Q� Yiti�9a•6 f�.ai�M �D�¢ Electrical Fixture Uvout SeElr 1/4'=1'-0' E1 � FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: CHAP2145 Builder Name: Street: 1132 Beach Avenue Permit Office: City of Atlantic Beach City, State, Zip: Atlantic Beach , FL , Permit Number: Owner: Meeus Residence Jurisdiction: 201000 Design Location. FL, Jacksonville County. Duval (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2993.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 2664.50 ft2 b. Frame - Wood, Adjacent R=19.0 328.50 ft2 3. Number of units, if multiple family 1 c. N/A R_ ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1511.3 sqft.) Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=20.0 1356.00 ft2 6. Conditioned floor area above grade (ft2) 2145 b. Knee Wall (Unvented) R=0.0 155.30 ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(480.3 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 1st Floor 6 214.5 a. U -Factor: Dbl, U=0.24 261.33 ft2 b. Sup: Attic, Ret: Attic, AH: Attic 6 214.5 SHGC: SHGC=0.13 b. U -Factor: Dbl, U=0.27 170.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.19 a. Central Unit 24.0 SEER:14.00 b. Central Unit 24.0 SEERA4.00 c. U -Factor: Dbl, U=0.25 49.00 ft2 SHGC: SHGC=0.22 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft2 a. Electric Heat Pump 24.0 HSPF:8.20 SHGC: b. Electric Heat Pump 24.0 HSPF:8.20 Area Weighted Average Overhang Depth. 7.610 ft. Area Weighted Average SHGC: 0.160 14. Hot water systems a. Propane Tankless Cap: 1 gallons 8. Floor Types (2145.0 sqft.) Insulation Area EF: 0.860 a. Slab -On -Grade Edge Insulation R=0.0 1042.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 789.00 ft2 None c. other (see details) R= 314.00 ft2 15. Credits Pstat Glass/Floor Area: 0.224 Total Proposed Modified Loads: 56.60 PASS Total Baseline Loads: 67.75 1 hereby certify that the plans and specifications covered by Review of the plans and S7,4 this calculation are in compliance with the Florida Energy specifications covered by this Code. Douglas R. Digitally signed by Douglas DN: cn=Douglas R. Stickles, -US, o=A/ calculation indicates compliance ��,, t =' ° •s C Masters HVAC, Inc. with the Florida Energy Code. PREPARED BY: Stickles Date: 2018.08.0823:46:08-04'00' Before construction is completed a DATE: this building will be inspected for compliance with Section 553.908 Yc U All I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. 41hBUILDING COD WT T4�. OWNER/AGENT: OFFICIAL: /71 DATE: 4 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). 8/8/2018 9:49 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT 8/8/2018 9:49 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title: CHAP2145 Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2145 Lot # Owner Name: Meeus Residence Total Stories: 3 Block/Subdivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1132 Beach Avenue Permit Office: City of Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 201000 Whole House Fan: City, State, Zip: Atlantic Beach , Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Jacksonville FL—JACKSONVILLE—INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 1042 9378 2 Blockl 1103 9844 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 1042 9378 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1020 9180 No 3 2 1 Yes Yes Yes 3 3rd Floor 83 664 No 0 0 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 1 st Floor 156 ft 0 1042 ft2 --_- 1 0 0 2 Floor Over Other Space 3rd Floor ---_ ---- 706 ft2 0 0.25 0 0.75 3 Raised Floor 2nd Floor ---- __-_ 314 f12 19 0.25 0 0.75 4 Floor Over Other Space 3rd Floor -_-_ ---_ 83 ft2 0 1 0 0 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch �/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Metal 1517 ft2 0 ft2 Medium 0.4 No 0.4 No 20 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1356 ft2 N N 8/8/2018 9:49 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 INPUT SUMMARY CHECKLI5T HEPUHT CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Unvented) 1 st Floor 0 Blown 336 ft2 0.11 Wood 2 Under Attic (Unvented) 2nd Floor 0 Blown 937 ft2 0.11 Wood 3 Knee Wall (Unvented) 2nd Floor 0 Blown 155.3 ft2 0.11 Wood 4 Under Attic (Unvented) 3rd Floor 0 Blown 83 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space Et In Et In Area R-Vah is Eractwon Absor Grade% 1 W Exterior Frame - Wood 1st Floor 19 11 6 9 103.5 ft2 0.23 0.75 0 2 S Exterior Frame - Wood 1st Floor 19 7 6 9 67.5 ft2 0.23 0.75 0 3 W Exterior Frame - Wood 1st Floor 19 35 6 9 319.5 ft2 0.23 0.75 0 4 N Exterior Frame - Wood 1st Floor 19 18 6 9 166.5 ft2 0.23 0.75 0 5 E Garage Frame - Wood 1st Floor 19 36 6 9 328.5 ft2 0.23 0.01 0 6 E Exterior Frame - Wood 1st Floor 19 23 9 207.0 ft2 0.23 0.75 0 7 S Exterior Frame - Wood 1st Floor 19 23 6 9 211.5 ft2 0.23 0.75 0 8 W Exterior Frame - Wood 2nd Floor 19 42 6 9 382.5 ft2 0.23 0.75 0 9 N Exterior Frame - Wood 2nd Floor 19 20 6 9 184.5 ft2 0.23 0.75 0 10 E Exterior Frame - Wood 2nd Floor 19 23 9 207.0 ft2 0.23 0.75 0 11 S Exterior Frame - Wood 2nd Floor 19 12 9 108.0 ft2 0.23 0.75 0 12 E Exterior Frame - Wood 2nd Floor 19 12 9 108.0 ft2 0.23 0.75 0 13 S Exterior Frame - Wood 2nd Floor 19 19 9 171.0 ft2 0.23 0.75 0 14 W Exterior Frame - Wood 3rd Floor 19 8 6 8 68.0 ft2 0.23 0.75 0 15 N Exterior Frame - Wood 3rd Floor 19 21 7 147.0 ft2 0.23 0.75 0 16 E Exterior Frame - Wood 3rd Floor 19 6 9 7 47.3 ft2 0.23 0.75 0 17 S Exterior Frame - Wood 3rd Floor 19 5 8 40.0 ft2 0.23 0.75 0 18 E Exterior Frame - Wood 3rd Floor 19 1 8 8.0 ft2 0.23 0.75 0 19 S Exterior Frame - Wood 3rd Floor 19 5 9 8 46.0 ft2 0.23 0.75 0 20 S Exterior Frame - Wood 3rd Floor 19 10 3 7 71.8 ft2 0.23 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated 1st Floor None .46 3 8 24 ft2 2 E Insulated 1 st Floor None .46 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang �/ # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 2 Vinyl Low-E Double Yes 0.24 0.13 N 24.0 ft2 24 ft 6 in 1 ft 0 in Drapes/blinds Exterior 5 2 W 3 Vinyl Low-E Double Yes 0.25 0.22 N 16.0 ft2 0 ft 6 in 1 ft 0 in Drapes/blinds Exterior 5 3 W 3 Vinyl Low-E Double Yes 0.27 0.19 N 36.0 ft2 0 ft 6 in 1 ft 0 in Drapes/blinds Exterior 5 4 N 4 Vinyl Low-E Double Yes 0.27 0.19 N 8.0 ft2 0 ft 6 in 1 ft 0 in Drapes/blinds Exterior 5 5 E 6 Vinyl Low-E Double Yes 0.27 0.19 N 6.0 ft2 7 ft 6 in 1 ft 0 in Drapes/blinds Exterior 5 6 E 6 Vinyl Low-E Double Yes 0.25 0.22 N 13.0 ft2 7 ft 6 in 1 ft 0 in Drapes/blinds Exterior 5 8/8/2018 9:49 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 3 of 5 FUHM H405-2017 INFU I SUMMARY GRtUKLI5I HEPUHT WINDOWS V System Type Wall Efficiency Capacity Block Ducts 1 2 Electric Heat Pump/ Electric Heat Pump/ Split Split Overhang 24 kBtu/hr 24 kBtu/hr 1 2 # Ornt ID Frame Panes NFRC U -Factor SHGC Imp Area Depth Separation Int Shade Screening 7 E 6 Vinyl Low -E Double Yes 0.24 0.13 N 48.0 ft2 7 ft 6 in 1 ft 0 in Drapes/blinds Exterior 5 8 S 7 Vinyl Low -E Double Yes 0.24 0.13 N 96.0 ft2 13 ft 0 in 1 It 0 in Drapes/blinds Exterior 5 9 W 8 Vinyl Low -E Double Yes 0.27 0.19 N 6.0 ft2 0 ft 6 in 1 ft 0 in Drapes/blinds Exterior 5 10 W 8 Vinyl Low -E Double Yes 0.27 0.19 N 15.0 ft2 0 It 6 in 1 ft 0 in Drapes/blinds Exterior 5 11 W 8 Vinyl Low -E Double Yes 0.27 0.19 N 18.0 ft2 0 ft 6 in 1 ft 0 in Drapes/blinds Exterior 5 12 N 9 Vinyl Low -E Double Yes 0.24 0.13 N 20.0 ft2 0 It 6 in 1 ft 0 in Drapes/blinds Exterior 5 13 E 10 Vinyl Low -E Double Yes 0.25 0.22 N 6.0 ft2 6 It 6 in 1 ft 0 in Drapes/blinds Exterior 5 14 E 10 Vinyl Low -E Double Yes 0.24 0.13 N 40.0 ft2 6 It 6 in 1 ft 0 in Drapes/blinds Exterior 5 15 E 12 Vinyl Low -E Double Yes 0.24 0.13 N 33.3 ft2 19 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 16 E 12 Vinyl Low -E Double Yes 0.27 0.19 N 15.0 ft2 19 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 17 S 13 Vinyl Low -E Double Yes 0.27 0.19 N 30.0 ft2 0 ft 6 in 1 ft 0 in Drapes/blinds Exterior 5 18 W 14 Vinyl Low -E Double Yes 0.27 0.19 N 21.0 fie 0 ft 6 in 1 ft 0 in Drapes/blinds Exterior 5 19 N 15 Vinyl Low -E Double Yes 0.25 0.22 N 4.0 ft2 0 ft 6 in 1 ft 0 in Drapes/blinds Exterior 5 20 N 15 Vinyl Low -E Double Yes 0.27 0.19 N 15.0 ft2 0 It 6 in 1 ft 0 in Drapes/blinds Exterior 5 21 E 16 Vinyl Low -E Double Yes 0.25 0.22 N 6.0 ft2 0 ft 6 in 1 ft 0 in Drapes/blinds Exterior 5 22 S 20 Vinyl Low -E Double Yes 0.25 0.22 N 4.0 ft2 0 ft 6 in 1 ft 0 in Drapes/blinds Exterior 5 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 544 ft2 544 ft2 54.6 ft 9 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000399 2242.6 123.11 231.53 .4382 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump/ Electric Heat Pump/ Split Split HSPF:8.2 HSPF:8.2 24 kBtu/hr 24 kBtu/hr 1 2 sys#1 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit/ Central Unit/ Split Split SEER: 14 SEER: 14 24 kBtu/hr 720 cfm 0.75 24 kBtu/hr 720 cfm 0.75 1 2 sys#1 sys#2 8/8/2018 9:49 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT Name: Rating Compant: Signature: Date: 8/8/2018 9:49 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 5 of 5 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.86 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / ---- Supply ---- ---- Return ---- Air CFM 25 CFM25 HVAC # �/ # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 214.5 ft Attic 53.625 Default Leakage 1st Floor (Default) (Default) 1 1 2 Attic 6 214.5 ft Attic 53.625 Default Leakage Attic (Default) (Default) 2 2 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar r May [Xj Jun Jul Aug Se [ j Oct Nov Dec HeatinJan Feb Mar f pr f May [ j Jun Jul rl AuSep rl �Xj [ ] Oct NNov HDec Ventin Jan Feb X Mar X [X) A r [ Ma [ ) Jun Jul Aug Se [X) Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 1st Floor Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 2nd Floor Default(8 lbs/s .ft. 0 ft2 0 ft 0.3 3rd Floor Name: Rating Compant: Signature: Date: 8/8/2018 9:49 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 84 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location Attic/Attic 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 48.0 a) Split system SEER 14.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 2145 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.252 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.160 14. Heating system: Capacity 48.0 c) Area 7c. 480.3 a) Split system heat pump HSPF 8.2 b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 9. Floor type, insulation level: a) Slab -on -grade (R -value) 9a. 0.0 b) Wood, raised (R -value) 9b. 19.0 15. Water heating system c) Concrete, raised (R -value) 9c. a) Electric resistance EF b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF 0.86 A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R -value) 10A1. 19.0 e) Dedicated heat pump with tank EF 2. Masonry (Insulation R -value) 10A2. f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R -value) 1081. 19.0 2. Masonry (Insulation R -value) 1082. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 1 la. 0.0 b) Cross ventilation No b) Single assembly 11 b. c) Whole house fan No c) Knee walls/skylight walls 11 c. 0.0 d) Multizone cooling credit d) Radiant barrier installed 11 d. No e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: ` Address of New Home: 1132 Beach Avenue City/FL Zip: Atlantic Beach, FL 8/8/2018 9:50:07 PM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 1132 Beach Avenue 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 (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law (Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. ❑ R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. F1 R402.4.1 Building thermal enveld'* building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. ❑ R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 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. F1 R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 8/8/2018 9:50 PM EnergyGaugeO USA - FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) ❑R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R -value requirement. The door into the room shall be fully 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 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 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 tree" 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: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. ❑ R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (1 WC) 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. F-1 accordance Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return ❑ pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑ R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 8/8/2018 9.50 PM EnergyGauge@ USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 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. El Table Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. ❑ R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, 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). El 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 (CFM) MINIMUM EFFICACY a (CFM/WATT) AIRFLOW RATE MAXIMU (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 8/8/2018 9:50 PM EnergyGaugeOO USA - FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less F] 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: 2. 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. 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: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 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, El 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 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 8/8/2018 9:50 PM EnergyGaugeO USA - FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. 0 R403.11 Portable spas (Mandatory0,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 (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 8/8/2018 9:50 PM EnergyGaugeO USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: CHAP2145 Builder Name: Street: 1132 Beach Avenue Permit Office: City of Atlantic Beach City, State, Zip. Atlantic Beach , FL , Permit Number: Y v Owner: Meeus Residence Jurisdiction: 201000 w Design Location: FL, Jacksonville _ v COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P 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 The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace 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 spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wir no. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between f re spr nkler cover plates and walls or ce6l nos, a. In addition, inspection of log walls shall be in accordance with the provisions of ICC -400. 8/8/2018 9:51 PM EnergyGauge© USA FBC 6th Edition (2017) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition 8/8/2018 9:51:20 PM EnergyGaugeO USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Fj 201000 Permit #: Job Information Builder: Community: Lot: NA Address: 1132 Beach Avenue City: Atlantic Beach State: FL Zip: Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method O PRESCRIPTIVE METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 Pascals) in Climate Zones 1 and 2. O PERFORMANCE or ERI METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on Form R405-2017 (Performance) or R406-2017 (ERI), section labeled as infiltration, sub -section ACH50. ACH(50) specified on Form R405 -2017 -Energy Calc (Performance) or R406-2017 (ERI): 7.000 _ x 60 - 19222 = Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans 1-1 PASS Code is software calculated When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals) Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or individuals licensed as set forth in Section 489.105(3)(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 thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: 8/8/2018 9:51:20 PM EnergyGaugeO USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 + wrightsoft Manual S Compliance Report 1st System Tanner & Tanner Heat & Air 5948 3rd Street South, 44, Jacksonville Beach, FL 32250 Phone: 904.894.4752 For: Chapin Design Conditions Job: CHAP2146 Date: 08/08/18 By: DRS Outdoor design DB: 93.0°F Sensible gain: 15560 Btuh Entering coil DB: 76.8°F Outdoor design WB: 77.0°F Latent gain: 5704 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 21264 Btuh Indoor RH: 50% Estimated airflow: 740 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: CH14NB0240000AO+FB4CNP030L Actual airflow: 740 cfm Sensible capacity: 15540 Btuh 100% of load Latent capacity: 6660 Btuh 117% of load Total capacity: 22200 Btuh 104% of load SHR: 70% Design Conditions Outdoor design DB: 32.0°F Heat loss: 22021 Btuh Entering coil DB: 69.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: CH14NB0240000AO+FB4CNP030L Actual airflow: 740 cfm Output capacity: 22200 Btuh 101 % of load Capacity balance: 33 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 740 cfm Output capacity: 10.1 kW 156% of load Temp. rise: 65 °F Meets all requirements ofACCA Manual S. wrightsoft 2018 -Aug -08 22:54:47 Right -Suite® Universal 2018 18.0 19 RSU13256 Page 1 , CCk ...er & Tanner HVAC\MISC\1132 Beach Ave(Meeus).rup Cad = MJ8 Front Door faces E Manual S Compliance Report Job: CHAP2146 +wrightsoft Date: 08/08/18 2nd System By: DRS Tanner & Tanner Heat & Air 5948 3rd Street South. #4, Jacksonville Beach, FL 32250 Phone 904.894 4752 Project Information For: Chapin Cooling Equipment Design Conditions design DB: 93.0°F Outdoor design WB: 77.0°F Indoor design DB: 75.0°F Indoor RH. 50% Sensible gain: 17201 Btuh Latent gain: 4604 Btuh Total gain: 21805 Btuh Estimated airflow: 740 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Carrier Model: CH14NB0240000AO+FB4CNP030L Actual airflow: 740 cfm Sensible capacity: 15540 Btuh 90% of load Latent capacity: 6660 Btuh 145% of load Total capacity: 22200 Btuh 102% of load SHR: 70% Heating Equipment Design Conditions design DB: 32.0°F Heat loss: 23621 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0240000AO+FB4CNP030L Actual airflow: 740 cfm Output capacity: 22200 Btuh 94% of load Supplemental heat required: 1421 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 740 cfm Output capacity: 5.9 kW 85% of load Temp. rise: 62 °F Meets all requirements ofACCA Manual S. Entering coil DB: 76.8°F Entering coil WB: 63.4°F Entering coil DB: 69.1 °F Capacity balance: 35 °F Economic balance: -99 °F wrightsoft` — 2018 -Aug -08 22 54:47 Right -Suite® Universal 2018 18.0.19 RSU13256 Page 2 ACCN ...er & Tanner HVAC\MISC\1132 Beach Ave(Meeus) rup Calc = MA Front Door faces: E - wrightsoft, Project Summary Enure House Tanner & Tanner Heat & Air 5948 3rd Street South, #4, Jacksonville Beach, FL 32250 Phone: 914.894.4752 For: Chapin Notes: 1132 Beach Avenue Meeus Residence Job: CHAP2146 Date: 08/08/18 By: DRS Weather: Jacksonville, Int'I Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 38 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 38916 Btuh Structure 24590 Btuh Ducts 6726 Btuh Ducts 8171 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 45642 Btuh Use manufacturer's data Rate/swing multiplier Equipment 1.00y Infiltration sensible load 32761 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories i Structure 8290 Btuh Ducts 2018 Btuh Central vent (0 cfm) 0 Btuh Area Heating Cooling (ftz) 214 2145 Equipment latent load 10308 Btuh Volume (ft') 19305 19305 Air changes/hour 0 0 Equipment Total Load (Sen+Lat) 43069 Btuh Equiv. AVF (cfm) 0 0 Req. total capacity at 0.70 SHR 3.9 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrtyhtsoft• 2018 -Aug -08 22:54:47 Right -Suite® Universal 2018 18.0.19 RSU13256 Page 1 �� ...er & Tanner HVAC\MISC\1132 Beach Ave(Meeus).rup Calc = MJ8 Front Door faces: E + wrightsoft Project Summary 1st System Tanner & Tanner Heat & Air 5948 3rd Street South. #4, Jacksonville Beach, FL 32250 Phone: 904.894.4752 Proiect Information For: Chapin Notes. 1132 Beach Avenue Meeus Residence Weather: Jacksonville, Int'I Airport, FL, US Job: CHAP2146 Date: 08/08/18 By: DRS Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 38 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 18675 Btuh Structure 11489 Btuh Ducts 3347 Btuh Ducts 4071 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 22021 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 Infiltration sensible 15560 Btuh Method Detailed Latent Cooling Equipment Load Sizing Shielding 3 (partial) Stories 1 Structure 4700 Btuh Ducts 1004 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft') 1042 1042 Equipment latent load 5704 Btuh Volume (ft3) 9378 9378 Air changes/hour 0 0 Equipment Total Load (Sen+Lat) 21264 Btuh Equiv. AVF (cfm) 0 0 Req. total capacity at 0.70 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER Trade CARRIER Model CH14NI30240000A0 Cond CH14NB0240000A0 AHRI ref 9162148 Coil FB4CNP030L AHRI ref 9162148 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating Input Sensible cooling 15540 Btuh Heating output 22200 Btuh @ 47'F Latent cooling 6660 Btuh Temperature rise 27 OF Total cooling 22200 Btuh Actual air flow 740 cfm Actual air flow 740 cfm Air flow factor 0.034 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.73 Capacity balance point = 33 OF Backup: Input = 10 kW, Output = 34447 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +� wrilg"tsoft Right -Suite® Universal 2018 18.0.19 RSU13256 2018 -Aug -08 22:54:47 ` Page 2 ...er & Tanner HVACIMISC11132 Beach Ave(Meeus) rup Calc = MJ8 Front Door faces E + wrightsoft Project Summary 2nd System Tanner & Tanner Heat & Air 5948 3rd Street South. #4. Jacksonville Beach, FL 32250 Phone 904 894.4752 For: Chapin Notes: 1132 Beach Avenue Meeus Residence Design Information Job: CHAP2146 Date: 08/08/18 By: DRS Weather: Jacksonville, Int'IAirport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 38 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Structure 20241 Btuh Ducts 3380 Btuh Central vent (0 cfm) 0 Btuh (none) Humidification 0 Btuh Piping 0 Btuh Equipment load 23621 Btuh Infiltration Method Shielding Stories Detailed 3 (partial) 1 Area (ftz) He11iO3 Co 11in 103 Volume (ft3) 9927 9927 Air changes/hour 0 0 Equiv. AVF (cfm) 0 0 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NB0240000A0 AHRI ref 9162148 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 35 OF 22200 Btuh @ 47°F 27 OF 740 cfm 0.031 cfm/Btuh 0 in H2O Backup: Input = 6 kW, Output = 20070 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 13101 Btuh Ducts 4100 Btuh Central vent (0 cfm) 0 Btuh (none) Blower 0 Btuh Use manufacturer's data y Btuh Rate/swing multiplier 1.00 ton Equipment sensible load 17201 Btuh Latent Cooling Equipment Load Sizing Structure 3590 Btuh Ducts 1014 Btuh Central vent (0 cfm) 0 Btuh (none) Equipment latent load 4604 Btuh Equipment Total Load (Sen+Lat) 21805 Btuh Req. total capacity at 0.70 SHR 2.0 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NB0240000A0 Coil FB4CNP030L AHRI ref 9162148 Efficiency 11.5 EER, 14 SEER Sensible cooling 15540 Btuh Latent cooling 6660 Btuh Total cooling 22200 Btuh Actual air flow 740 cfm Air flow factor 0.043 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.79 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsoft ~ Right -Suite® Universal 2018 18.0.19 RSU13256 2018 -Aug -08 22:54:47 Page 3 ACCk ., er & Tanner HVAC\MISC\1132 Beach Ave(Meeus).rup Calc = MJ8 Front Door faces E +}+ wrightsoft Right -J® Worksheet Entire House Tanner & Tanner Heat & Air 5948 3rd Street South, #4, Jacksonville Beach, FL 32250 Phone. 904.894.4752 Job: CHAP2146 Date: 08/08/18 By: DRS 1 Room name Entire House 1st System 2 Exposed wall 360.6 ft 156.0 ft 3 Room height 9.0 ft 9.0 ft 4 Room dimensions 5 Room area 2145.0 ft' 1042.0 ft' Ty Construction U -value Or HTM Area (ft') Load Area (ftp Load number (Btuh/ft' °F) (Btu /ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 Wj 12E-Osw 0.068 n 2.58 1.46 499 452 1168 661 167 159 411 - 232 3A-2ov 0.350 n 13.30 10.86 39 0 519 424 0 0 0 0 L�-CG 3A-2ov 0.350 n 13.30 10.86 8 0 106 87 8 0 106 87 12E-0sw 0.068 a 2.58 1.46 577 386 997 564 207 116 300 170 11 3A-2ov 0.350 e 13.30 37.40 67 0 891 2506 67 0 891 2506 3A-2ov 0.350 e 13.30 29.40 100 5 1330 2940 0 5 0 0 11J0 0.600 e 22.80 18.36 24 24 547 441 24 24 547 441 0.068 s 2.58 1.46 716 562 1452 822 279 159 411 232 tj12E-0sw 3A-2ov 0.350 s 13.30 22.58 120 0 1596 2710 120 0 1596 2710 3A-2ov 0.350 s 13.30 14.18 34 30 452 482 0 14 0 0 1/tJ 12E-0sw 0.068 w 2.58 1.46 874 762 1969 1114 423 371 959 542 3A-2ov 0.350 w 13.30 29.40 60 0 798 1764 0 0 0 0 L�_GG 3A-2ov 0.350 w 13.30 37.40 52 0 692 1945 52 0 692 1945 12E-0sw 0.068 - 2.58 0.89 329 308 796 274 329 308 796 274 11J0 0.600 n 22.80 18.36 21 21 479 386 21 21 479 386 P 16B-15ad 0.061 - 2.32 3.30 155 155 359 512 0 0 0 0 C 16X19-0ad 0.408 n 2.15 1.59 1356 1356 2918 2156 336 336 723 534 F 19A-19bscp 0.049 1.46 0.69 1103 1103 1609 762 0 0 0 0 F 20P -19t 0.050 1.90 0.70 314 314 597 221 0 0 0 0 F 22A-tph 1.358 n 51.60 0.00 1042 381 19640 0 1042 209 10765 0 61 c) AED excursion 0 0 Envelope loss/gain 38916 20770 18675 10059 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 1 230 Appliances/other 2900 1200 Subtotal (lines 6 to 13) 38916 24590 18675 11489 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 38916 24590 18675 11489 15 Duct loads 17% 33% 6726 8171 18% 35% 3347 4071 Total room load 45642 32761 22021 15560 Air required (cfm) 1 14801 1480 740 740 Calculations approved by ACCA to meet all reauire ments of Manual J 8th Ed 2018 -Aug -08 22 54 47 ACCA Right -Suite® Universal 2018 18.0.19 RSU13256 Page 1 er & Tanner HVAC\MISC\1132 Beach Ave(Meeus) rup Calc = MJ8 Front Door faces E + wrightsoft Right -J® Worksheet Entire House Tanner & Tanner Heat & Air 5948 3rd Street South, 94, Jacksonville Beach, FL 32250 Phone 904.894 4752 Job: CHAP2146 Date: 08/08/18 By: DRS 1 Room name 2nd System 2 Exposed wall 204.6 ft 3 Room height 9.0 ft 4 Room dimensions 5 Room area 1103.0 ft' Ty Construction U -value Or HTM Area (ft') Load Area Load number (Btuh/ft'-°F) (Btuh/ft') or perimeter (ft) (Bt h) or perimeter Heat Cool Gross N/P/S Heat Cool Gross WP/S Heat Cool 6 Wi 12E-0sw 0.068 n 2.58 1-46 332 293 757 428 3A-2ov 0.350 n 13.30 10.86 39 0 519 424 I�_�G 3A-2ov 0.350 n 13.30 10.86 0 0 0 0 12E-0sw 0.068 a 2.58 1.46 370 270 698 395 11 3A-2ov 0.350 e 13.30 37.40 0 0 0 0 3A-2ov 0.350 e 13.30 29.40 100 0 1330 2940 11 JO 0.600 e 22.80 18.36 0 0 0 0 W�12E-0sw 0.068 s 2.58 1.46 437 403 1041 589 3A-2ov 0.350 s 13.30 22.58 0 0 0 0 3A-2ov 0.350 s 13.30 14.18 34 16 452 482 12E-0sw 0.068 w 2.58 1.46 451 391 1010 572 3A-2ov 0.350 w 13.30 29.40 60 0 798 1764 3A-2ov 0.350 w 13.30 37.40 0 0 0 0 T 12E-0sw 0.068 - 2.58 0.89 0 0 0 0 --D 11J0 0.600 n 22.80 18.36 0 0 0 0 P 166-15ad 0.061 - 2.32 3.30 155 155 359 512 C 16X19-0ad 0.408 n 2.15 1.59 1020 1020 2195 1622 F 19A-19bscp 0.049 1.46 0.69 1103 1103 1609 762 F 20P -19t 0.050 1.90 0.70 314 314 597 221 F 22A-tph 1.358 n 51.60 0.00 0 172 8876 0 6 c)AED excursion 0 Envelope loss/gain 20241 10711 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 3 690 Appliances/other 1700 Subtotal (lines 6 to 13) 20241 13101 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 20241 13101 15 Duct loads 17% 31% 3380 4100 Total room load 23621 17201 Air required (cfm) 740 740 _Calculations approved by ACCA to meet all requirements of Manual J 8th Ed _ -f4 wriytttsotft 2018 -Aug -08 22:54 47 Right -Suite® Universal 2018 1&0 19 RSU13256 Page 2 '4C -C- ...er & Tanner HVACIMISC11132 Beach Ave(Meeus) rup Calc = W8 Front Door faces E +y+ wrightsoft Right -J® Worksheet 1st System Tanner & Tanner Heat & Air 5948 3rd Street South, #4, Jacksonville Beach, FL 32250 Phone 904.894.4752 Job: CHAP2146 Date: 08/08/18 By: DRS 1 Room name 1st System 1st Floor 2 Exposed wall 156.0 ft 156.0 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1042.0 x 1.0 ft 5 Room area 1042.0 ft' 1042.0 ft' Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft? °F) (Btuh/ft') or perimeter (ft) (13t h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 UtJ 12E-Osw 0.068 n 2.58 1.46 167 159 411 232 167 159 411 - 232 3A-2ov 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 L��G 3A-2ov 0.350 n 13.30 10.86 8 0 106 87 8 0 106 87 12E-0sw 0.068 a 2.58 1.46 207 116 300 170 207 116 300 170 11--G 3A-2ov 0.350 e 13.30 37.40 67 0 891 2506 67 0 891 2506 3A-2ov 0.350 e 0.00 0.00 0 5 0 0 0 3 0 0 I;-Cp 11,10 0.600 e 22.80 18.36 24 24 547 441 24 24 547 441 W 12E-0sw 0.068 s 2.58 1.46 279 159 411 232 279 159 411 232 3A-2ov 0.350 s 13.30 22.58 120 0 1596 2710 120 0 1596 2710 3A-2ov 0.350 s 0.00 0.00 0 14 0 0 0 7 0 0 12E-0sw 0.068 w 2.58 1.46 423 371 959 542 423 371 959 542 3A-2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 w 13.30 37.40 52 0 692 1945 52 0 692 1945 12E-0sw 0.068 - 2.58 0.89 329 308 796 274 329 308 796 274 11,10 0.600 n 22.80 18.36 21 21 479 386 21 21 479 386 P 166-15ad 0.061 - 0.00 0.00 0 0 0 0 0 0 0 0 C 16X19-Oad 0.408 n 2.15 1.59 336 336 723 534 336 336 723 534 F 19A-19bscp 0.049 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.358 n 51.60 0.00 1042 209 10765 0 1042 209 10765 0 6 c) AED excursion 0 0 Envelope loss/gain 18675 10059 18675 10059 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 1 230 Appliances/other 1200 1200 Subtotal (lines 6 to 13) 18675 11489 18675 11489 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18675 11489 18675 11489 15 Duct loads 18% 35% 3347 4071 18% 35% 3347 4071 Total room load 22021 15560 22021 15560 Air required (cfm) 740 740 740 740 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed _ -*- wrightsolfL 2018 -Aug -08 22 54 47 Right -Suite® Universal 2018 18 0 19 RSU13256 Pae 3 '4C- " . er & Tanner HVAC\MISC\1132 Beach Ave(Meeus) rup Calc = W8 Front Door faces. E 9 -+{+ wrightsoft Right -J® Worksheet 2nd System Tanner & Tanner Heat & Air 5948 3rd Street South, #4, Jacksonville Beach, FL 32250 Phone 904 894.4752 Job: CHAP2146 Date: 08108/18 By: DRS 1 Room name 2nd System 2nd & 3rd Floors 2 Exposed wall 204 6 ft 204.6 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1103.0 x 1.0 ft 5 Room area 1103.0 ft1 1103.0 ft2 Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft' °F) (Btuh/ftp or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 UPJ 12E-0sw 0.068 n 2.58 1.46 332 293 757 428 332 293 757 428 3A-2ov 0.350 n 13.30 10.86 39 0 519 424 39 0 519 424 3A-2ov 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 a 2.58 1.46 370 270 698 395 370 270 698 395 11 3A-2ov 0.350 e 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 e 13.30 29.40 100 0 1330 2940 100 0 1330 2940 11J0 0.600 e 0.00 0.00 0 0 0 0 0 0 0 0 IL:212E-0sw 0.068 s 2.58 1.46 437 403 1041 589 437 403 1041 589 3A-2ov 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 s 13.30 14.18 34 16 452 482 34 8 452 482 ViV 12E-0sw 0.068 w 2.58 1.46 451 391 1010 572 451 391 1010 572 ;LAG 3A-2ov 0.350 w 13.30 29.40 60 0 798 1764 60 0 798 1764 3A-2ov 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 F) 12E-0sw 0.068 - 0.00 0.00 0 0 0 0 0 0 0 0 ---D 11J0 0.600 n 0.00 0.00 0 0 0 0 0 0 0 0 P 16B-15ad 0.061 - 2.32 3.30 155 155 359 512 155 155 359 512 C 16X19-Oad 0.408 n 2.15 1.59 1020 1020 2195 1622 1020 1020 2195 1622 F 19A-19bscp 0.049 1.46 0.69 1103 1103 1609 762 1103 1103 1609 762 F 20P -19t 0.050 1.90 0.70 314 314 597 221 314 314 597 221 F 22A-toh 1.358 n 51.60 0.00 0 172 8876 0 0 172 8876 0 6 c)AED excursion 0 0 Envelope loss/gain 20241 10711 20241 10711 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 3 690 Appliances/other 1700 1700 Subtotal (lines 6 to 13) 20241 13101 20241 13101 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20241 13101 20241 13101 15 Duct loads 17% 31% 3380 4100 17% 31% 3380 4100 Total room load 23621 17201 23621 17201 Air required (cfm) 740 740 740 740 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -t"jr+- wrigFitsoft 2018 -Aug -08 22:54'47 Right -Suite® Universal 2018 18.0 19 RSU13256 er & Tanner HVAC\MISC\1132 Beach Ave(Meeus) rup Calc = MJ8 Front Door faces E Page 4 +4+ wrightsoft Building Analysis Entire House Tanner & Tanner Heat & Air 5948 3rd Street South, #4, Jacksonville Beach, FL 32250 Phone 904 894.4752 For: Chapin Location: Jacksonville, Int'I Airport, FL, US Elevation: 30 ft Latitude: 31 °N Outdoor: Heating Dry bulb (°F) 32 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Job: CHAP2146 Date: 08/08/18 By: DRS Heating Component Indoor: Heating Cooling Walls Indoor temperature (°F) 70 75 Glazing Design TD (°F) 38 18 Doors Relative humidity (%) 30 50 Cooling Moisture difference (gr/Ib) 11.5 50.0 93 Infiltration: 21847 47.9 18 ( M) Method Detailed 0 77 Shielding 3 (partial) 14.7 7.5 Stories 1 0 Heating Component Btuh/ft' Btuh % of load Walls 2.6 6742 14.8 Glazing 13.3 6384 14.0 Doors 22.8 1026 2.2 Ceilings 2.2 2918 6.4 Floors 8.9 21847 47.9 Infiltration 0 0 0 Ducts 6726 14.7 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 456421 100.0 Cooling Component Btuh/ftz Btuh % of load Walls 1.5 3947 12.0 Glazing 26.8 12857 39.2 Doors 18.4 826 2.5 Ceilings 1.6 2156 6.6 Floors 0.4 984 3.0 Infiltration 0 0 0 Ducts 8171 24.9 Ventilation 0 0 Internal gains 3820 11.7 Blower 0 0 Adjustments 0 Total 1 1 32761 1 100.0 Latent Cooling Load = 10308 Btuh Overall U -value = 0.217 Btuh/ft2-°F WARNING: suspicious slab -on -grade floor perimeter in 1st Floor. Walls, Ducts Glazing_ Doors Ceilings Floors Glazing Walls nternal Gains _ -Ducts loors ins Doors wrightsoft 2018 -Aug -08 22:54:49 Right -Suite® Universal 2018 18.0 19 RSU13256 Page 1 A --CA ...er & Tanner HVAC\MISC\1132 Beach Ave(Meeus) rup Calc = MJ8 Front Door faces E wrightsoft Building Analysis 1st System Tanner & Tanner Heat & Air 5948 3rd Street South, #4, Jacksonville Beach, FL 32250 Phone: 904.894.4752 For: Chapin Location: Jacksonville, Int'I Airport, FL, US Elevation: 30 ft Latitude: 31 ON Outdoor: Heating Dry bulb (°F) 32 Daily range °F) - Wet - Wind speed (mph) 15.0 Job: CHAP2145 Date: 08108118 By: DRS Heating Component Btuh/ft' Indoor: Heating Cooling 2876 Indoor temperature (°F) 70 75 14.9 Design TD (°F) 38 18 Ceilings 2.2 Relative humidity (%) 30 50 Cooling Moisture difference (gr/Ib) 11.5 50.0 93 Infiltration: 3347 15.2 18 ( M) Method Detailed Humidification 77 Shielding 3 (partial) 0 7.5 Stories 1 0 Heating Component Btuh/ft' Btuh % of load Walls 2.6 2876 13.1 Glazing 13.3 3285 14.9 Doors 22.8 1026 4.7 Ceilings 2.2 723 3.3 Floors 10.3 10765 48.9 Infiltration 0 0 0 Ducts 3347 15.2 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 0 Total 220211 100.0 Cooling Component Btuh/ft2 Btuh % of load Walls 1.3 1451 9.3 Glazing 29.3 7247 46.6 Doors 18.4 826 5.3 Ceilings 1.6 534 3.4 Floors 0 0 0 Infiltration 0 0 0 Ducts 4071 26.2 Ventilation 0 0 Internal gains 1430 9.2 Blower 0 0 Adjustments 0 Total 1 1 155601 100.0 Latent Cooling Load = 5704 Btuh Overall U -value = 0.219 Btuh/ft2-°F WARNING: suspicious slab -on -grade floor perimeter in 1st Floor. Glazin( Door: Ceilinc Glazing MM"s V1 wrightsoft- 2018 -Aug -08 22:54:49 +- Right -Suite® Universal 2018 18.0.19 RSU13256 Page 2 ... er & Tanner HVAC\MISC\1132 Beach Ave(Meeus).rup Cak = MJ8 Front Door faces: E Building Analysis Job: CHAP2146 u - wrightsoft, g Date: 08/08/18 2nd System By: DRS Tanner & Tanner Heat & Air 5948 3rd Street South, #4, Jacksonville Beach, FL 32250 Phone: 904.894.4752 For: Chapin Component Design Conditions Btuh % of load Walls Location: 3866 Indoor: Heating Cooling Jacksonville, Int'IAirport, FL, US 13.1 Indoor temperature (°F) 70 75 Elevation: 30 ft Ceilings Design TD (°F) 38 18 Latitude: 31 ON 7.8 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 11.5 50.0 Dry bulb (°F) 32 93 Infiltration: Adjustments 0 Daily range (°F) - 18 ( M) Method Detailed 0 Wet bulb (°F) - 77 Shielding 3 (partial) Adjustments Wind speed (mph) 15.0 7.5 Stories 1 1 1236211 Component Btuh/ft' Btuh % of load Walls 2.6 3866 16.4 Glazing 13.3 3099 13.1 Doors 0 0 0 Ceilings 2.2 2195 9.3 Floors 7.8 11082 46.9 Infiltration 0 0 0 Ducts 13.9 3380 14.3 Piping Adjustments 0 0 Humidification 1 172011 0 0 Ventilation 0 0 Adjustments 0 Total 1 1236211 100.0 Cooling Component Btuh/ft' Btuh % of load Walls 1.7 2495 14.5 Glazing 24.1 5610 32.6 Doors 0 0 0 Ceilings 1.6 1622 9.4 Floors 0.7 984 5.7 Infiltration 0 0 0 Ducts 4100 23.8 Ventilation 0 0 Internal gains 2390 13.9 Blower 0 0 Adjustments 0 Total 1 1 172011 100.0 Latent Cooling Load = 4604 Btuh Overall U -value = 0.216 Btuh/ft2-°F Data entries checked. M Glazing_ Ceilings Glazing �..JrS Ceilings wriyhtsoft- 2018 -Aug -08 22:54:49 '2 -' -- - _-. Right -Suite® Universal 2018 18.0.19 RSU13256 Page 3 " ... er & Tanner HVAMMISC11132 BeachAve(Meeus).rup Calc = MJ8 Front Door faces: E �oo �OFFIC ry E. ss�s ALPINE -11- t:;*_ r.,s.,..,, r Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.com —vrac rrnvr .•.auv... Customer: Gleckler & Sons Building Supply Job Number. 538318B JobDescription: 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )1132 BEACH AVE. DUVAL C Address: I City, State, Zip: ATLANTIC BEACH, ** _Name, Address and License # of Structural EOR if one exists for the building: — Name: CHRIS SABOURIN 71461 License #. CHRIS SABOURIN 71461 Address: 1205 BEACH BLVD JACKSONVILLE BEACH, FL 3 1 City, State, Zip: State: _Job Engineering Criteria: Design Code: FBC 2017 RES View Version: 17.02.02.1213.21 JRef #: 1Wb993530010 Wind Standard: ASCE 7-10 Wind Speed (mph): 130 Roof Load (pst): 20.00-7.00-0.00- Floor Load (pso: None 10.00 This package contains a job notes page, 13 truss drawings and 2 details. Item Seal # Truss 1 145.18.1545.20657 F19 3 145.18.1545.28890 F21 5 145.18.1545.38407 C23 7 145.18.1545.48070 C25 9 145.18.1546.29600 D27 11 145.18.1547.16867 D29 13 145.18.1547.28533 D31 Item Seal # Truss 2 145.18.1545.25327 F20 4 145.18.1545.32477 F22 6 145.18.1545.42207 C24 8 145.18.1546.24067 C26 10 145.18.1546.32960 D28 12 145.18.1547.20293 D30 K • ATS 0..: �g ..• This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be 05/25/2018 verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 5/25/2018 4:53:14 PM 10 4 4. Job 5383186 Ply: 1 SEAN: 865791 / T8 SY42 Cust: R9353 JRef: 1Wb993530010 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )l 132 BEACH AVE. DUVAL C Qty: 1 FROM: RCT DrwNo: 145.18.1545.20657 Truss Label: F19 JB / DF 05/25/2018 4'1" 8'2"8 4'1" 4'1"8 13"i 2'6„ i 1'2"8 (NP) Loading Criteria (psr) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " T e 1 5X8 = 5X8 3X6A("") = 5X68 1113X6 = 5XX8 = 3X E('") Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP SS Dense Bot chord 4x2 SP #2 Webs 4x2 SP #3 Plating Notes ("•) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Girder supports: 10-2-0 span to TC one face and 2-0-0 span to TC/BC split opposite face. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. 05/25/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -K 0-1225 D -H 0 -1237 A -J 1244 0 H -E 1244 0 J - B 0-1237 E -G 0 -1225 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) fii� safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted o){herwise,top chord shall have properly attached structural sheathing and bottom chord shall hav a progerly aid ceiling.Locations shown forpermanent lateral restraint of webs shall hav bracingq installed per BCSI sections 53, �7 or 810, 1e. Appplates to each face, oftrussand position as shown above and on the aoint Details, unless noted otherwise. Refer to 60A -Z for standard plate positions. a division of h'l 1; or for r acceptance any sructure his drawin an , failure to build the on this dr�wiri9 or cover page Le design sho gn. The suiTability ALPINE AN 17W COMPANv 6750 Forum Drive Suite 305 Orlando FL, 32821 8'2"8 ♦ Maximum Reactions (Ibs) Snow Criteria (Pg,Pf in PSF) D@fl/CS1 Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W K 1310 / - / - / - / - /5.0 Pf: NA Ce: NA VERT(LL): 0.038 C 999 360 Lu: NA Cs: NA VERT(TL): 0.067 C 999 240 G 1310 / - / - / - / - /5.0 Snow Duration: NA HORZ(LL): 0.010 H - - K Min Brg Width Req = 1.5 HORZ(TL): 0.014 H Creep Factor: 2.0 G Min Brg Width Req = 1.5 Bearings K & G are a rigid surface. Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.576 TPI Std: 2014 Rep Factors Used: Yes FT/RT:12(0)/5(2) Max BC CSI: 0.527 Max Web CSI: 0.592 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 0- 833 C- D 0 -1749 VIEW Ver: 17.02.02A.1213.21 WAVE B - C 0 -1749 D - E 0 -833 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J-1 1665 0 I -H 1665 0 05/25/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -K 0-1225 D -H 0 -1237 A -J 1244 0 H -E 1244 0 J - B 0-1237 E -G 0 -1225 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) fii� safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted o){herwise,top chord shall have properly attached structural sheathing and bottom chord shall hav a progerly aid ceiling.Locations shown forpermanent lateral restraint of webs shall hav bracingq installed per BCSI sections 53, �7 or 810, 1e. Appplates to each face, oftrussand position as shown above and on the aoint Details, unless noted otherwise. Refer to 60A -Z for standard plate positions. a division of h'l 1; or for r acceptance any sructure his drawin an , failure to build the on this dr�wiri9 or cover page Le design sho gn. The suiTability ALPINE AN 17W COMPANv 6750 Forum Drive Suite 305 Orlando FL, 32821 *_ 4 C Job Number: 538318B Ply: 1 1132BEACHAVE. DUVAL CTY (CHAPIN CARPENTRY )l 132 BEACH AVE. DUVALC Qty: 3 Truss Label: F20 SEQN: 866126 / T1 SY42 � Cust: R 9353 JRef: 1 Wb99353001 0 FROM:RCT DrwNo: 145.18.1545.25327 JB / DF 05/25/201B 2'7"8 4'7"8 8'2"8 27'8 2' 37' P"! 2-3 " ------------- 1 9"4 i 2'6" -- 3X3 =_ 3X3 — 2X4 3X3 1112X4 —3X3 — 2X4 A B C D E Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA �5500 EXP: NA Des Lcf. Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWIFIRS Parallel Dist: NA Spacing: 24.0 C&C Dist a: NA It Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: INA Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. 8'2"8 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: INA CAT: INA Pf: NA Ce: NA Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.041 C 999 360 A Maximum Reactions (Ibs) Loc R I U /Rw /Rh /RL L 439 / Lu: NA Cs: NA VERT(TL): 0.085 C 999 240 G 439 / Snow Duration: NA HORZ(LL):-0.013 E - - L Min Brg Width Req = 1.5 HORZ(TL): 0.020 E Creep Factor: 2.0 G Min Brg Width Req = 1.5 Bearings L & G are a rigid surface. Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.479 / W /5.0 15.0 TPI Std: 2014 Max BC CSI: 0.472 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.214 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/6(2) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): B -C 0 -562 C -D 0 -561 WAVE VIEWVer: 17.02.02A.1213.21 648 ��A�E �'t 0 R\9 .......... 40278 05/25/2018 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building I nstallers shall provide tempo bottom chord shall have a proj'eNry per BCSI sections B3, B7 or 10, inless noted otherwise. Refer to a division of ss in contormance wim ANbI/ I I'l i, or tor n, tin g this drawino, indicates acceptance c use of this rawing for any structure 1 more information see this job's general notes page and Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. K -J 559 0 1 - H 551 0 i - 1 562 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -L 0 -404 D -H 0 -388 A -K 450 0 H -E 433 0 K-13 0 -437 E -G 0 -412 his dr?wini,an g, failure to build the on this dr wl q or cover paqe ie des n a oWn. The suithbility _ , jq_ �h ALPINE .�c 6750 Forum Drive Suite 305 Orlando FL, 32821 t_ 4 C Job Number: 538318B Ply: 1 SEAN: 866123 / T3 SY42 Cust: R9353 JRef: 1Wb993530010 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )1132 BEACH AVE. DUVAL C Qty: 2 FROM: RCT DrwNo: 145.18.1545.28890 Truss Label: F21 JB / DF 05/25/2018 27"8 1 4'7,8 1 7'3" 2'7"8 12' 127"8 F32,3,E (TYP) ,q'•,_§XATE •: Q #0278 NAL 05/25/2018 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) r sa ety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oyherwise,top chord shall have property attached structural sheathingand bottom chord shall have a properly �id ceiling Locations shown for ermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 610, le. AppTy plates to each face. oftruss and position as shown above and on the Goin gDetails, unless noted otherwise. Refer to 60A -Z for standard plate positions. a division of -I NI 1, or tor r acceptance any structure this drawin an failure to build the on this drewiXg or cover pae he design shown. The suiTability ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 3X3 =2X4 =3X3 A B =3X3 C = 3X3 =2X4 D T s Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) (O Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W TCDL: 10.00 1 Pf: NA Ce: NA VERT(LL): 0.020 H 999 360 K 386 / - / - / - / - /5,0 I,\/ r I Lu: NA Cs: NA VERT(TL): 0.043 H 999 240 F 386 / - / - / - / - /5.0 BCDL: 5.00 Category: NA K J I H G F Des Ld: 55.00 =3X3 1112X4 1112X4 =3X3 HORZ L : 0.015 B �) F Min Br Width Re 1.5 g q 1112X4 Mean Height: NA fl 1112X4 ,q'•,_§XATE •: Q #0278 NAL 05/25/2018 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) r sa ety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oyherwise,top chord shall have property attached structural sheathingand bottom chord shall have a properly �id ceiling Locations shown for ermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 610, le. AppTy plates to each face. oftruss and position as shown above and on the Goin gDetails, unless noted otherwise. Refer to 60A -Z for standard plate positions. a division of -I NI 1, or tor r acceptance any structure this drawin an failure to build the on this drewiXg or cover pae he design shown. The suiTability ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 T3" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.020 H 999 360 K 386 / - / - / - / - /5,0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.043 H 999 240 F 386 / - / - / - / - /5.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.009 B - - K Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ L : 0.015 B �) F Min Br Width Re 1.5 g q NCBCLL: 10.00 Mean Height: NA fl Code / Misc Criteria Creep Factor: 2.0 Bearings K & F are a rigid surface. TCDL: NA psf Soffit: 0.00 BCDL: NA psf BldgCode: FBC 2017 RES Max TC CSI: 0.321 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.319 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.176 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Loc. from endwall: NA FT/RT:12(0)/5(2) I: NA GCpi: NA Plate Type(s): B - C 0 -441 Wind Duration: NA WAVE VIEW Ver: 17.02.02A.1213.21 Lumber Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Top chord 42 SP #2 Bot chord 42 SP #2 J-1 440 0 H - G 440 0 Webs 42 SP #3 I - H 441 0 Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. ,q'•,_§XATE •: Q #0278 NAL 05/25/2018 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) r sa ety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oyherwise,top chord shall have property attached structural sheathingand bottom chord shall have a properly �id ceiling Locations shown for ermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 610, le. AppTy plates to each face. oftruss and position as shown above and on the Goin gDetails, unless noted otherwise. Refer to 60A -Z for standard plate positions. a division of -I NI 1, or tor r acceptance any structure this drawin an failure to build the on this drewiXg or cover pae he design shown. The suiTability ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 v t Job Number: 8B Ply: I SEQN: 353 31DUVAL CTY (CHAPIN CARPENTRY )1132 BEACH AVE. DUVAL C I Qty: 1 I FROM:RCT / T11 SY42 DrwNo:9145.18..1545.33530010 1132 BEACH AVE Truss Label: F22 JB / DF 05/25/2018 Loading Criteria (psp TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des W. 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " Lumber Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP #3 T T Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Plating Notes All plates are 2X4 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Truss must be installed as shown with top chord up. 21'3"4 + 7'3" 1'3"4 5'11"12 11-8 11-8 1'2"8 --}— 1'4" --{ (TYP) 3X3 A G I N 3X3 5 7'3" Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0.000 F 999 360 Lu: NA Cs: NA VERT(TL): 0.000 F 999 240 Snow Duration: NA HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.100 TPI Std: 2014 Max BC CSI: 0.024 Rep Factors Used: Yes Max Web CSI: 0.032 FT/RT:20(0)/5(2) Plate Type(s): VIEW Ver: 17.02.02A.1213.21 WAVE ■' v •v- yvv-ry i ,� `• ATE ,' r= 3 4 0R\'D# #0 278�. O N AL -.. e 05/25/2018 ♦ Maximum Reactions (lbs), or.=PLF Loc R /U /Rw /Rh /RL /W O 51 /- /- /- /- /5.0 O' 103 /- /- /- /- /77.0 1 59 /- /- /- /- /5.0 O Min Brg Width Req = 1.5 O Min Brg Width Req = - I Min Brg Width Req = 1.5 Bearings O, O, & I are a rigid surface. Members not listed have forces less than 375# "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPlan 0 SBCA) fbr safety practices pnor to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly liid ceiIin Locations shown for _permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 910, e. Apply plates to each face otruss and position as shown above and on the Join Details, unless noted otherwise. kefer to 60A -Z for standard plate positions. of any these web sites: ALPINE: www.alpineitw.com; TPI: this drawin an failure to build the on this drawiXg or cover pape . . he design shown. The suiti9ablltty ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 t 0 t Job Number: 538318B Ply:1 SEQN: 865769 / T18 GABL Cust: R9353 JRef: 1Wb993530010 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )l 132 BEACH AVE. DUVAL C Qty: 1 FROM: RCT DrwNo: 145.18.1545.38407 Truss Label: C23 JB / DF 05/25/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 F� 3'0"10 --}- 1'4" -{ fTVPI 9'9" 19'5"10 9181,10 + 9'8"10 -4X4 G Wind Criteria Wind Std: ASCE 7-10 Speed: 130 mph Enclosure: Closed Risk Category: 11 EXP: D Mean Height: 22.91 ft TCDL: 4.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 11.50 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A16030ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Pg NA Ck NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code. FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/5(2) Plate Type(s): WAVE S =5X5 19'5"10 19'5"3 19'5"10 Deft/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.005 X 999 240 VERT(TL): 0.014 X 999 180 HORZ(LL): 0.004 N - - HORZ(TL): 0.004 N Creep Factor: 2.0 Max TC CSI: 0.180 Max BC CSI: 0.131 Max Web CSI: 0.119 VIEW Ver: 17.02.02A.1213.21 �..p`: ATE • Q o� #0 278+k+k,,,l NAIL 05/25/2018 �.�.►s 05/25/2018 T9.6" ♦ Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W Y* 161 / 68 /45 /- /18 /234 Wind reactions based on MWFRS Y Min Brg Width Req = - Bearing Y is a rigid surface. Members not listed have forces less than 375# `*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach �d ri id ceiling.Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 910 as appllcatee. Applplates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to' drawings 160A -Z for standard plate positions. Alpine, a division of ITW Build 11'n ompon nts Gaup Inc. shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with ANSI/ 1 1, or or handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page . . listing this drawing, indicates acceptance of pro essrona en ineering responsibility solely for the desi n shown. The sui ability and use of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.ora, SBCA: www.sbcindustry.com; ICC: www. imsafe. ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 t .r f Job Number: 538318B 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY) 1132 BEACH AVE. DUVAL C Truss Label: C24 WIT'12 79" Ply: 1 Qty: 9 =4X4 C SEAN: 865773 / T15 COMN Cust: R 9353 JRef: 1 Wb993530010 FROM: RCT DrwNo: 145.18.1545.42207 JB / DF 05/25/2018 14'9"4 5'0"4 19'6" 4'8"12 i- 4112 1 14'9"4 4'1("8 4'10"8 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 130 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II VERT(TL): 0.078 D 999 180 EXP. D Des W. 37.00 Mean Height: 23.36 It NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Max TC CSI: 0.442 Loc. from endwall: Any TPI Std: 2014 GCpi: 0.18 H Min Brg Width Req = 1.5 Wind Duration: 1.33 Lumber Bearings A, G, & H are a rigid surface. Top chord 2x4 SP #2 Bot chord 2x4 SP M-31 :B2 2x4 SP #2: Webs 2x4 SP #3 Maximum Top Chord Forces Per Ply (lbs) Loading VIEW Ver: 17.02.02A.1213.21 Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. C - D 545 -839 D - E 386 - 848 Wind Wind loads based on MWFRS with additional C&C member design. 9'9" 14'7'8 4'10"8 19'6" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL): 0.030 D 999 240 A 86 /94 /21 / - /189 /3.5 Lu: NA Cs: NA VERT(TL): 0.078 D 999 180 G 1035 /388 /523 / - ! - /5.5 Snow Duration: NA HORZ(LL): 0.012 C - - H 553 /255 /309 / - / - /5.5 HORZ(TL): 0.021 C Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 A Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.442 G Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.628 H Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.713 Bearings A, G, & H are a rigid surface. FT/RT:20(0)/5(2) Members not listed have forces less than 375# Plate Type(s): I Maximum Top Chord Forces Per Ply (lbs) WAVE VIEW Ver: 17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. C - D 545 -839 D - E 386 - 848 . • a* * §i'ATE 01F ` pz. #0 278 t�Nrtvrfeuulu1y114�� 05/25/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. F - E 673 -267 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G -C 112 -611 C -F 658 -372 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 3 require extreme care in fabricating, handling shipping, installing.and bracing. _ Refer to and follow the latest edition of BCSI (Building nent Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otflerwise,top chord shall have property attached structural sheathingand bottom chord shall have a properly tl ri id ceilin Locations shown for _permanent lateral restraint of webs shall have braacin insalled per BCSI sections B3, B7 or B10, Ic r e. Appy plates to each face. otruss and position as shown above and on the Join�Details, unless noted otherwise. Refer to Is 160A -Z for standard plate positions. a division of ITW Build ngg omponents Group Ins shall not be responsible for any deviation from this drawin an failure to build the .conformance with ANStI/T 1 1, or for handling, shipping, Installation and bracing_of_trussesA seal on this drawiXq or cover pa e Ie of this drawing for any structure is the responsibility of the Building Desi information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: n. The suitability ALPINE 6750 Forum Drive Suite 305 Orlando FL, 32821 c - r Job Number: 5383188 Ply: 1 SEAN: 865777 / T16 COMN Cust: R9353 JRef: 1Wb993530010 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )1132 BEACH AVE. DUVAL C Qty: 3 FROM: RCT DrwNo: 145.18.1545.48070 Truss Label: C25 JB / DF 05/25/2018 6 zo 1 4'8"12 4'8"12 9.9„ 5'0"4 =4X4 C 18'11" 4'1"12 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N) Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/5(2) Plate Type(s): WAVE 14'2"4 9.9.. 14'7"8 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.024 D 999 240 VERT(TL): 0.062 D 999 180 HORZ(LL): 0.013 E - - HORZ(TL): 0.023 E Creep Factor: 2.0 Max TC CSI: 0.401 Max BC CSI: 0.623 Max Web CSI: 0.630 T 3) i 3'10"8 .�5", 18'6" 48'11" ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W A 118 /71 /33 /- /186 /3.5 H 954 /363 /495 / - / - /5.5 F 546 /248 /299 - Wind reactions based on MWFRS A Min Brg Width Req = 1.5 H Min Brg Width Req = 1.5 F Min Brg Width Req = - Bearings A & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. C - D 505 -797 E - F 354 -837 D - E 358 -788 S w v #� 278 /��I� '•, �.rs���� a M``14NAt Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G - F 634 -248 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. H - C 81 -539 C - G 594 -325 05/25/2018 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeerly attached ri id ceilin Locations shown for _permanent lateral restraint of webs shall have brach installed per BCSI sections B3, B7 or B10, as applicaW Apply plates to each face. otruss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A -Z for standard plate positions. Alpine. a division of ITW Buildina Components Group Inc. shall not be responsible for anv deviation from this drawin an failure to build the any structure is the responsibility gyral notes page and these web sites: ALPINE: TPI: t seal on this drowidigq or cover pa�ge ( for the Pd;sign shown. The suitability, ALPINEMIf co WNY 6750 Forum Drive Suite 305 Orlando FL, 32821 4'8"12 — 4'10"8 4'10"8"8 Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 130 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. D Des LC 37.00 Mean Height: 23.36 it NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2:132 2x4 SP M-31: Webs 2x4 SP #3 :Rt Slider 2x6 SP #2: BLOCK LENGTH = 1.500' Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N) Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/5(2) Plate Type(s): WAVE 14'2"4 9.9.. 14'7"8 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.024 D 999 240 VERT(TL): 0.062 D 999 180 HORZ(LL): 0.013 E - - HORZ(TL): 0.023 E Creep Factor: 2.0 Max TC CSI: 0.401 Max BC CSI: 0.623 Max Web CSI: 0.630 T 3) i 3'10"8 .�5", 18'6" 48'11" ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W A 118 /71 /33 /- /186 /3.5 H 954 /363 /495 / - / - /5.5 F 546 /248 /299 - Wind reactions based on MWFRS A Min Brg Width Req = 1.5 H Min Brg Width Req = 1.5 F Min Brg Width Req = - Bearings A & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. C - D 505 -797 E - F 354 -837 D - E 358 -788 S w v #� 278 /��I� '•, �.rs���� a M``14NAt Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G - F 634 -248 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. H - C 81 -539 C - G 594 -325 05/25/2018 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeerly attached ri id ceilin Locations shown for _permanent lateral restraint of webs shall have brach installed per BCSI sections B3, B7 or B10, as applicaW Apply plates to each face. otruss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A -Z for standard plate positions. Alpine. a division of ITW Buildina Components Group Inc. shall not be responsible for anv deviation from this drawin an failure to build the any structure is the responsibility gyral notes page and these web sites: ALPINE: TPI: t seal on this drowidigq or cover pa�ge ( for the Pd;sign shown. The suitability, ALPINEMIf co WNY 6750 Forum Drive Suite 305 Orlando FL, 32821 c Job Number: 538318B Ply: 1 SEQN: 866074 / T17 GABL Cust: R9353 JRef: 1Wb993530010 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )1132 BEACH AVE. DUVAL C Qty: 1 FROM: RCT DrwNo: 145.18.1546.24067 Truss Label: C26 JB / DF 05/25/2018 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 130 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des LC 37.00 EXP: D VERT(LL): NA Mean Height: 20.79 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any Creep Factor: 2.0 GCpi: 0.18 Bldg Code: FBC 2017 RES Wind Duration: 1.33 Lumber TPI Std: 2014 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Max Web CSI: 0.029 Webs 2x4 SP #3 FT/RT:20(0)/5(2) Plating Notes All plates are 2X4 except as noted. Wind VIEW Ver: 17.02.02A.1213.21 Wind loads based on MWFRS with additional C&C member design. See DWGS At4030ENC101014 & GBLLETIN1014 for more requirements. Truss designed to support 8" maximum gable end overhang. 0"6 2'0"12 2'6" 0"6 2'0"6 5"4 12 7 C F7 i 2'6" DF T 90 1 I * _ a .d •; ATE r Z;' yam" �S,:cL OR�9P•�N 4 #0 27s�''a�/pNAI ���,,et�`' 05/25/2018 - **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care Component Safety Informatior bracing per BCSI. Unless note attached ri id ceiling Locatiol as appllcabgle. Apply plates tc drawings 160A -Z for standard Alpine, a division of ITW Buildin truss in.conformance with ANSI 1 ompon nts Group InC. shall not be responsible for any deviation from this drawin arty failure to build the rf 11, or for handling, shipping, installatidn and bracing of,trussesA seal on this dr wing or cover pa�e , acceptance of pro) esslonar engineering responsibility solely for the design shown. The su' billty any structure is the responsibility of the Building Desigrfer per ANS11TPI 1 S-ec.2. rral notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsaf ALPINE NE M fM'COMMNY 6750 Forum Drive Suite 305 Orlando FL, 32821 6 2'0"6 5"4i 6 2'0"12 26" Snow Criteria (Pg,Pf in PSF) Def /CSI Criteria ♦ Maximum Reactions (lbs), or •=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL /W F` 65 /23 /47 /- /19 /30.0 Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: INA VERT(TL): NA Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.001 E F Min Brg Width Req = - HORZ(TL): 0.001 E Bearing A is a rigid surface. Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.038 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.039 Rep Factors Used: Yes Max Web CSI: 0.029 FT/RT:20(0)/5(2) Plate Type(s): VIEW Ver: 17.02.02A.1213.21 WAVE I * _ a .d •; ATE r Z;' yam" �S,:cL OR�9P•�N 4 #0 27s�''a�/pNAI ���,,et�`' 05/25/2018 - **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care Component Safety Informatior bracing per BCSI. Unless note attached ri id ceiling Locatiol as appllcabgle. Apply plates tc drawings 160A -Z for standard Alpine, a division of ITW Buildin truss in.conformance with ANSI 1 ompon nts Group InC. shall not be responsible for any deviation from this drawin arty failure to build the rf 11, or for handling, shipping, installatidn and bracing of,trussesA seal on this dr wing or cover pa�e , acceptance of pro) esslonar engineering responsibility solely for the design shown. The su' billty any structure is the responsibility of the Building Desigrfer per ANS11TPI 1 S-ec.2. rral notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsaf ALPINE NE M fM'COMMNY 6750 Forum Drive Suite 305 Orlando FL, 32821 t � r Job Number. 538318B Ply: 1 SEQN: 865810 / T12 GABL Cust: R9353 JRef: 1Wb993530010 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )1132 BEACH AVE. DUVAL C Qty: 1 FROM: RCT DrwNo: 145.18.1546.29600 Truss Label: D27 JB / DF 05/25/2018 95"10 + 18110"11 95"10 95"2 I— 2,910 -+1'4"-1 -04 f1YP) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 130 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: D Mean Height: 22.83 It NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 2-0-0 top chord outlookers and cladding load not to exceed 11.50 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A16030ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/5(2) Plate Type(s): WAVE 18'10"11 18'19'11 18'1911 D@fl/CSI Criteria PP Deflection in loc Udefl U# VERT(I-Q: 0.004 X 999 240 VERT(TL): 0.011 X 999 180 HORZ(LL): -0.003 X - - HORZ(TL): 0.004 F Creep Factor: 2.0 Max TC CSI: 0.148 Max BC CSI: 0.113 Max Web CSI: 0.112 VIEW Ver: 17.02.02A.1213.21 0.76648 ��ATE C7 '¢ O R\V l# ss14NAL� HiN.. ♦ Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W A' 161 / 68 /46 /- /18 /226 Wind reactions based on MWFRS A Min Big Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# 05/25/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT''* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shippin installing and bracingp.� Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an � SB CA) fb? safety �ractices pnor to perfolfrting these functions. Installers shall provide temporary) bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a progeny attachetl rigid ceilin Locations shown for ermanent lateral restraint of webs shall have braacingg installed per BCI sections 63, B7 or B10 as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A -Z for standard plate positions. Alpine, a division of ITW Buildin omponpnts Grou� Ino. shall not be responsible for any deviation from this drawing,any failure to build the truss In conformance with ANSI/' 11, or or hantldli g shipping, installation and bracing of,trussesA seal on this drawing or cover pafge . . listing this drawing indicates acceptance of proTessfonar en ineering responsibility solely for the desi n shown. The sui ability and use of this yawing for any structure is the responsibilit�l of the building Desigrfer pe(ANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com, TPI: w.w.tpinst.org; SBCA: www.sbdndustry.com; ICC: www.iccsaf ALPINE .Mco.p- 6750 Forum Drive Suite 305 Orlando FL, 32821 t — t Job Number: 538318B Py: 1 SEON: 865803 / T6 COMN Cust: R9353 JRef: 1Wb993530010 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )1132 BEACH AVE. DUVAL C Qty: 6 FROM: RCT DrwNo: 145.18.1546.32960 Truss Label: D28 JB / DF 05/25/2018 9,6„ 4'8"12 =4X4 C 14'2"12 4'8"12 19' 4'9"4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 130 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Snow Duration: NA EXP. D Des Ld: 37.00 Mean Height: 23.29 It NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Max Web CSI: 0.193 Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. 19' 9,6„ 9,6„ 9'6" 19' Snow Criteria (Pg,Prin PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Pf: NA Ce: NA VERT(LL): 0.033 F 999 240 Lu: NA Cs: NA VERT(TL): 0.094 F 999 180 Snow Duration: NA HORZ(LL): -0.017 F - - HORZ(TL): 0.030 F Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.324 TPI Std: 2014 Max BC CSI: 0.996 Rep Factors Used: Yes Max Web CSI: 0.193 FT/RT:20(0)/5(2) Plate Type(s): VIEW Ver. 17.02.02A.1213.21 WAVE • n � x 71 §ATE : rr pip',, •••.•....•'� #0278 °�s�ONAIa 05/25/2018 ♦ Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W A 724 / 342 / 399 / - /184 /5.5 G 724 / 342 / 399 / - / - /5.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 G Min Brg Width Req = 1.5 Bearings A & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - B 554 -1044 C - D 455 - 795 B - C 455 -795 D - E 554 -1044 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - F 842 -404 F - E 842 -404 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 506 -258 "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS �s require extreme care in fabricatin , handling shigpin installing and bracing. Refer to and follow the latest edition of BCSI (Building inent Safety Information, by TPI an SBI fbF safety Ilractices prior to performing these functions. Installers shall provide temporary g per BCSI.. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall navea pro pperly ed rime ceilm Locations shown for permanent lateral restraint of webs shall hav bradri installed per BCSI sections 1}3, B7 or B10 dica. Apply plates to each face of truss and position as shown above and on tI a Join>9Details, unless noted otherwise. Refer to' gs 160A -Z for standard plate positions. a division of rl Pi 1, or for r acceptance any structure from this drawin an failure to build the k seal on this dr�wing or cover page / for the desi n shown. The suiQability ANSI/TPI 1 Sbc.2. PI ANE ANf CO~ 6750 Forum Drive Suite 305 Orlando FL, 32821 V v 1 Job Number: 5383188 Ply: 1 SEAN: 865806 / T7 GABL Cust: R9353 JRef: 1 Wb993530010 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )l 132 BEACH AVE. DUVAL C Qty: 1 FROM: RCT DrwNo: 145.18.1547.16867 Truss Label: D29 JB / DF 05/25/2018 roz �_- 09'9 + 9'6' 10'(1710% 1721.2134'1,21151Tp 4'9'4 <'B'12 1'Z 17 17" 17 1'3'1 N 15'10'8 56' 5'11'1 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 130 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 24.85 It TCDL: 4.0 psf Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes P 604 / 344 /541 / - / - Loc. from endwall: not in 9.00 ft FT/RT:20(0)/5(2) HORZ(LL): -0.040 N - - GCpi: 0.18 Plate Type(s): Wind Duration: 1.33 WAVE Lumber Creep Factor: 2.0 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Bearing A is a rigid surface. Webs 2x4 SP #3:W9 2x4 SP #2: Max BC CSI: 0.885 Plating Notes All plates are 2X4 except as noted. Members not listed have forces less than 375# Plate Shift Table Maximum Top Chord Forces Per Ply (Ibs) JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite (22] W3X4 S 2.75 A - B 646 -831 F - H Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets U240. See DWGS A14030ENC101014 & GBLLETIN1014 for more requirements. Truss designed to support 8" maximum gable end overhang. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. LATERALLY BRACE TOP CHORD BELOW FILLER AT 24" O.C, OR RIGID SHEATING, INCLUDING A LATERAL BRACE AT CHORD ENDS. Defl/CSI Criteria ♦ Maximum Reactions (lbs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W VERT(LL): -0.088 G 999 240 A 606 / 323 / 389 / - /768 /5.5 VERT(TL): 0.200 G 999 180 P 604 / 344 /541 / - / - / - HORZ(LL): -0.040 N - - Wind reactions based on MWFRS HORZ(TL): 0.046 IN A Min Brg Width Req = 1.5 Creep Factor: 2.0 P Min Brg Width Req = - Max TC CSI: 0.544 Bearing A is a rigid surface. Max BC CSI: 0.885 Max Web CSI: 0.848 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.02A.1213.21 A - B 646 -831 F - H 388 -499 B - C 576 -634 G - 1 313 -462 C - D 446 -440 H - J 405 -515 D - E 291 -573 I - K 331 -441 D - F 393 -477 J - L 416 -527 E - G 288 -481 L - M 440 -574 r S ��a `'� • o §TATE e � @ #0 278 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - R 661 -844 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R - M 472 -572 M - Q 659 -602 05/25/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an a SBCA) fbr safety practices pnor to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attach d riggid ceiling Locations shown for Dermanent lateral restraint of webs shall hav braacingq installed per BCSI sections B3, B7 or 610, as appllcafAe. Apply plates to each fa e. oitruss and position as shown above and on tt a Joint Details, unless not otherwise. Refer to drawings 160A -Z for standard plate positions. Alpine, a division of ITW BUild11ngg� omponentS Grqup InC shall not be responsible for any deviation from this drawin any failure to build the truss In conformance with ANSI/T 1 1, or for handllrig, shipping, installation and bracing of,trussesA seal on this dr wing or cover page , listing this drawing, indicates acceptance of ppro essrona engineering responsibility solely forthe design shown. The sui ability and use of this drawing for any structure is [he responsibility of the Building Desigrfer per ANS1/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www. tpinst.org; SBCA: www.sbcindustry.com: ICC: www.iccsaf ALPINE -nW COMPANY 6750 Forum Drive Suite 305 Orlando FL, 32821 i .0 ) Job Number. 538318B Ply: 1 SEON: 866115 / T14 MONO Cust: R9353 JRef: 1Wb993530010 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )l 132 BEACH AVE. DUVAL C City: 7 FROM: RCT DrwNo: 145.18.1547.20293 Truss Label: D30 JB / DF 05/25/2018 T9"8 155'0 �5'jP8 - i'9"0 + T7'12 S T 1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 130 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. D Des Ld: 37.00 Mean Height: 25.15 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.33 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4'T' reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0. 1 13"x2.5",min.)nails @ 6" oc. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [10] W4X4 S 2.50 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. 15'10'8 TB' 7T8 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/5(2) Plate Type(s): WAVE --- r Deft/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R U / Rw / Rh / RL /W VERT(LL): 0.029 G 999 240 A 606 / 82 /402 / - /298 /5.5 VERT(TL): 0.094 C 999 180 E 604 /265 /449 / - / - / - HORZ(LL): 0.014 B - - Wind reactions based on MWFRS HORZ(TL): 0.026 B A Min Brg Width Req = 1.5 Creep Factor: 2.0 E Min Brg Width Req = - Max TC CSI: 0.924 Bearing A is a rigid surface. Max BC CSI: 0.861 Members not listed have forces less than 375# Max Web CSI: 0.479 Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. VIEW Ver. 17.02.02A.1213.21 A - B 105 -806 c S too" z yT07 ATE 0' tt r y f f ♦ (4 i � p #0 278 �oiki s�O N A'i- L�•'`a Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - G 614 -375 G - F 611 - 375 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - B 394 -20 B - F 440 - 717 05/25/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fb� safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted dttherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach2d riggid ceiling Locations shown for permanent lateral restraint of webs shall have brQcingg insTalled per BCSI sections $3, B7 or 810, as applicaf3le. Apply plates to each face of truss and position as shown above and on the �oi l Details, unless noted otherwise. kefer to drawings 160A -Z for standard plate positions. Alping, a division of ITW B ildin CComponents Grog Ins. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with �NSIl� P1 1, or or hantldli $ s ipping, installation and bracing of.trussesA seal on this drawing or cover page , Ill this drawing indicates acceptance of pro7essronaf engineering responsibility solely for the desi n shown. The su brlrty and use of this Q�awing for any structure is p e responsibility of the Building Desigrier per ANSI/TPI 1 S-ec.2. ALPINE 6750 Forum DriveN Suite 305 Orlando FL, 32821 k v r Job Number. 538318B Py: 1 SEAN: 866118 / T13 MONO Cust: R9353 JRef: 1 Wb993530010 1132 BEACH AVE. DUVAL CTY (CHAPIN CARPENTRY )l 132 BEACH AVE. DUVAL C Qty: 4 FROM: RCT DrwNo: 145.18.1547.28533 Truss Label: D31 JB / DF 05/25/2018 61'9 17 15'10'9 61'8 FT__ 31"8 A T. 92 5't7'97'9 __75T4 5 S• 5' 4 sp r 67 + 77 + 75 R. T 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W TCDL: 7.00 Speed: 130 mph Pf: NA Ce: NA VERT(LL): 0.125 D 999 240 A 658 / 359 / 402 / - /248 /5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.308 D 677 180 H 875 /569 /398 /- / - / - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 C - - F 103 /85 /52 / - / - 11.5 EXP: D Des Ld: 37.00 Mean Height: 25.15 ft HORZ(TL): 0.116 C Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Creep Factor: 2.0 A Min Brg Width Req = 1.5 H Min Br Width Re Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.555 g q = - P F Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.725 Re Factors Used: Yes Max Web CSI: 0.838 Bearing A is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft P Loc. from endwall: not in 288.00 FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.33 WAVE VIEW Ver: 17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 547 -933 D - E 1433 -2337 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing A - K 735 -411 K - J 2284 -1396 (a) Continuous lateral restraint equally spaced on member. Or 1x4'T' reinforcement. 80% length of Maximum Web Forces Per PI web member. Same species & SRB grade or better, y (Ibs) ) attached with 8d Box or Gun (0. 1 13"x2.5",min.)nails Webs Tens.Comp. Webs Tens. Comp. 6" oc. B - K 404 -116 D - J 477 -613 Special Loads B - D 443 -803 J - E 2198 -1324 -----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) K - D 999 -1566 E - I 642 -930 TC: From 56 pif at 0.00 to 56 plf at 15.88 PLT: From 110 pif at 12.00 to 110 pif at 15.88 "M'llWf�jff BC: From 20 pif at 0.00 to 20 plf at 15.88 tiy� Plating Notes All plates are 3X4(B2)(R) except as noted. .•' ;�yryS �•••��5 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [12] W4X6 4.50 R 1.25 [13] W5X6 1.50 R 2.25 Hangers I Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. 0. ii�b040 ° 1 I • zy 0 �AT E a � #0 278''��,SI0 NAId 05/25/2018 -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporarryy bottom chord shall have a properly per BCSI sections $3, B7 or 810, jnless noted otherwise, kefer to e of this drawing for any structure is the responsibility of the Building Desi information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: on failureto buildthe n. The su tability ry. com. ICC w iccsafe. ALPINE' aN my coM�nnv 6750 Forum Drive Suite 305 Orlando FL, 32821 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or. 120 mph Wind Speed. 30' Mean Heloht. Partlatly Enclosed. Exoosure D. K7t = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces (1) 1x4 'L' Brace ■ Group A Group B (1) 2x4 'L' Brace is (2) 2x4 'L' Brace ■ Group A Group B Group A Group B (1) 2x6 'L' Brace ■ (2) 2x6 'L' Brace r Group A Group H Group A Group B + r #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' - S P r #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' V 11' 2' il' 11' 13' 7' 14' 0' Q Standard 3' 0' ' 6' 7' 7' 6' 7' 9' e' 1' 9' 3' 1' 9' 12' 2' 13' Il' 14' 0' —J S P #2 3' 8' 6' 6' 7' 5' 7' 8' a, 9' 9' 2' Il' 7' 12' 0' 13' 9' 14' 0' #3 3' 7' ' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10' 1' 10' 10' 13' 8' :4' 14' 0' iU DPL Stud 3' 7' ' 5' 2' 6' 5' 6' Il' 8' 9' 9' 1' 10' 1' 10' 10' 13' 8' 14' 0' C5 Standard 3' 3' ' 4' 7' 5' 8' 6' V 7' 9' 8' 3' 8' Il' 9' 7' 12' 2' 13' 0' U + S P r #1 / #2 4' 2' ' 7' 5' 8' 5' 8' 9' 10' 1' 1 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' QJ U Q u �I 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10' 12' 8' 14' 0' 14' D' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' QJ F D f L Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' ill 0' 11' 9' 14' 0' 14' 0' Q�( #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P P #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U u r Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' Il' Il' 5' 14' 0' 14' 0' 14' 0' 14' 0' O 1 r Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10' 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 1 11' 2' 11' 8' 14' 0' 14' 0' 14' D' 14' D' d SP #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' Il1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' I1' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' I DFL L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' V 6' 5' 8' 1' 8' 7' 10' 11' 11' S' 12' 8' 13' 7' 14' 0' 1 14' 0' �ynm About, able Truss Diagonal brace option. vertical length may be I doubled when diagonal Ir18' )K brace Is used. Connect L I diagonal brace for 690# at each end. Max web Brace total length Is 14'. )K31( 2x6 DF -L N2 or I �4 better diagonal Vertical length shown brace) single 8, • In table above. or double cut #• 45' (as shown) at L 1 • upper end. U �ar I lu -fu —bell #U _LA1_ __j mous ring Connect dingonn nt • Q4 midpoint of vertical web. Refer to chart n ve for le gt wwVARNDQ— READ AND FOLLOW ALL NOTES ON THIS DRAVI GI ww11POtTANfsw tls#USH THIS DRAWING TO ALL CONTRACTORS nx]_u0[NG THE INSTALLER S. a • j .ay Trusses require extreme care In fabricating, aej�. • �1 q Ymp nent handing, shipping, Information, and banding. Refer tI[ • fallow the latest edition of BCSI (Building Component Safety Infor.xtlan, by TPI and SBCA) for y 0 practicrs prior to performing these fumctlons Installers shall provide temprary bracing per B I. • ATE lANess noted otherwise, top chard hall have properly attached structural shwthi4 and bottoorw�hor sMll hove a properly attached rigid calling. Locations shown for permanent lateral restraint F 4 Fi 1��� r� shall have bracing installed per BCSI sections B3, B7 or BIB, as npplkoblr. Apply plates to each e p • a I 1 11� l0 1 of truss and posltlon as shown above and on the Joint Details, unless noted otherwise. r • ^ • ''L_�IJ� Il�f— Refer to drawings 1641-Z for standard plate positions. +/ • ��••4 Alpine, a divisum of ITV ByAding Components Group Inc shall not be responsible for any devlaVan fr ,/�,•M C 0R1 /-�ir� AN RW COMPANY this drawbg, any failure to build the truss In conformance with ANSI/TPI L or for handiIng, shipping, /t' •4/ •• V instaaation L bracing of trusses. !� �l +•*M�•• A seal on this drawing r cover Pape llrtlrp this drawYg. Indicates acceptance of professlonnl !� 1 \ 13723\ Riverport\ Drive enpYleeriqsbillit yy solely far the design shosn The suitability and use of this drawYg f! /� \ \ Suite\ 200 fair any strucbre 1. —spanstllty of the Building Designer per ANSVTPI 1 Sect. /! Q \ \ Maryland\ Heights,\ MO\ 63043 Fr more Information see this Job's general notes page arM these web sites. ALPINE. wwaalpWMtwzoml TPI. www.tpinst.orgr SBC& www.sbclndustry.orgi ICO wwwAccsafe.rp Bracing Group Species and Grades, Group Al S ruce-Pine-Fir Hem -Fir #1 / #2 Stnndnrd #2 Stud #3 Stud #3 Stnndnrd Dou las Fir -Larch Southern Plnerr■ #3 #3 Stud Stud Standard Stnndnrd Group BI Hem -Fir #1 6 Btr #1 Douglas Fir -Larch Southern Pineww■ NI #L N2 #2 1x4 Braces shall be SRB (Stress -Rated Board). w■For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these gr.der.. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections For 135 plf over continuous bearing (5 psF TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) malls. A For (1) 'L' brace. space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. )K)KFor (2) 'L' braces, space malls at 3' o.c. In 18' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 807 of web member length. Gable Vertical Plate Sizes Vertical Len tin I No Slice Less than 4' 0' 2X4 Greater than 4' 0', but 4X4 less than 12' 0' + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. . TOT. LD, 60 PSF X. SPACING 24.0' REF ASCE7-10-GAB16030 DATE 10/01/14 DR W G A16030ENC101014 Gable Detail For Let -in Verticals Gable Truss Plate Sizes 'T' Reinforcing Member Gable Truss ppropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of lapped plates to span the web. e� 2X4 2X42X8 rroviae connections for uplitt specitieci on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nalls- l0d Common (0.148'x 3.',min) Nails at 4' o.c, plus 14) nails In the top and bottom chords. Toenniled Nalls- 10d Common (0.148'x3',min) Toenails at 4' o.c. plus <4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 6 ASCE 7-16 Gable Detail Drawings A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118 A18015ENC100118, A20015ENC100118, A20015ENDI00118, A2 A11530ENC100118, A12030ENC100118, A14030ENC100118 E 11 A18030ENC100118, A20030ENC100118, A20030END100 S11515ENC100118, S12015ENC100118, S14015ENCIO Z WC L S18015ENC100118, S20015ENC100118, S20015EN S11530ENC100118, S12030ENC100118, S14030E 00 11 S18030ENC100118, S20030ENC100118, S20030 D10011 5200 0 ED100 8 See appropriate Alpine gable detail for mnxlmgl unre}•i rc4ppbl 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -pall - Or - End -nail Toconvert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length <based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical Length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace 'T' Relnf. 'T' Mbr. Size Increase 2x4 30 X Example, 2x6 20 X ASCE 7-10 Wlnd Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP k3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 307 = 1.30 (1) 2x4 'L' Brace Length = 8' 7' ' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' • J i • w.Is, —WARMN — READ AND MLLOV ALL NOTES ON THIS DRAVDU —DFMTANTw. FURNISH TMS BRAVING M ALL CCWRACTORS NCLUDM THE INS, • r • REF LET—IN VERT Trusses require extreme care In fabricating, I+� �� ring, handling, shipping, hstnlllrhp and brachy. Refer to peM F • ATE DATE 01/02/2018 follow the latest rdtion of BCSI (BuRdng Component Safety Information, by TPI and SBCAI for safa ♦ h� ., prior to performing these functions. Installers shall provide temporary bracing per HCS Unless noted otherwise, top chord shall have propertyattached structural sheathingand bottom shaa have a properly attached rigid ceiling. Lcionshown for permanent taterat restraint of . C • ie ++ DRWG GBLLETIN0118 A64practices jl Q 64 shall have bradng Installed per BCSI sections B3, B7 or BID, as applicable. Apply plates to tach face of truss and position as shorn above and on positions; DetnRs, unless noted otherwise. Refer to drawings 16OA-Z for standard late //te/'r//Y� L e1��♦s' �.`� �t'� ♦ Qx ' *••:•••�•••••• f� AN ITW COMPANY Alpine, a division of ITV BuRding Components Group Inc. shall not be responsible for any deviation from this drawing, any f�ure to build the truss In conformance with ANSI/TPI 1, or for handling, snipping, fi 0NA�„'�. �,.a MAX. TOT, LD. 60 PSF l� Installation L brat of trusses. A seal on this drawing or cover page listing this drawlnp Indicates acceptance of professional %y'( rrnanan:�aA \\13723\Riverpon\Drive engineering rwsponmlty solely for the design shown The suttabuty and use of this drawing DUR, FAC, ANY Suite\200 far any stricture Is tlhw re.pon.buty of the "ding Designer per ANSI/TPI I Sect. #0 278 05/25/2018 \\Maryland\HeightsA MO\63043 For more Information ser this Job's general notes page and these web sites- MAX, SPACING 24,0w ALPINE, www.alpheitw.com) TPD www.tphst.orgi SBCA, www.sbcindustry.org) ICD wwr.kcsafaorg I