Exh 6B
1
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Modified
 5/9/2007 12:25:47 PM
Created
 5/3/2007 6:19:20 PM
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550 Timber Bridge Ln RES17-0154 new single family home (formerly 550 Atlantic Beach Dr & 1600 Atlantic Beach Dr) •)y�J'j Ss� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0154 Description: new single-family dwelling Estimated Value: 463055.7 Issue Date: 9/29/2017 Expiration Date: 3/28/2018 PROPERTY ADDRESS: Address: 550 ATLANTIC BEACH DR RE Number: 169505 1140 PROPERTY OWNER: Name: TOUSEY CLAY B Address: 2225 ALICIA LN ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: SIGNATURE HOMES & DEVELOPMENT Address: 1474 South 3rd Street QA REX JONATHAN WILLIAMS Jacksonville Beach, FL 32250 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. Js� • Conditions AW; City of Permit Number: RES17-0154 Description: new single-family dwelling Applied: 8/28/2017 Approved: 9/28/2017 Site Address: 550 ATLANTIC BEACH DR Issued:9/29/2017 Finaled: City,State Zip Code:ATLANTIC BEACH, FL 32233 Status: ISSUED Applicant: <NONE> Parent Permit: Owner:TOUSEY CLAY B Parent Project: Contractor:<NONE> Details: owner refers to lot as 550 Timber Bridge Lane,spoke to contractor, he will inform homeowner of correct address&let our department know if owner requests address change 09/28/17-contractor&owner came in to sign revocable encroachment permit,contractor took REP directly to Public Works for review LIST OF • • SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 9/19/2017 UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC UTILITIES Kayle Moore Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed,call 247-5834. 2 9/19/2017 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes: Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. 3 9/19/2017 RT1 SEWER CLEANOUT INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. 4 9/28/2017 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 00, Printed: Friday,06 October, 2017 1 of 2 Conditions City of rH) S 9/28/2017 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 6 9/28/2017 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services). Container cannot be placed on City right-of-way. 7 9/28/2017 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. 8 9/28/2017 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. 9 9/28/2017 MAXIMUM DRIVEWAY INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Maximum driveway width within the City right-of-way is 20'. 10 9/28/2017 REVISION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Any plan change must be submitted as a Revision to the Building Department. /% Printed: Friday,06 October, 2017 2 of 2 �P rs�L�r� City of Atlantic Beach APPLICATION NUMBER J' S,i Building Department (To be assigned by the Building Department.) 800 Seminole Road Q ;9 Atlantic Beach, Florida 32233-5445 "`� — Q [S�4 Phone(904)247-5826 • Fax (904) 247-5845 ( C r rr r jilt E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM 1,0� * l+% Property Address: 'SSU 1k4A0L(\VQ &k(_Vl ()( . Department review required Yes No I uiId—in Applicant: Sl A nL�- 1 t t6w_'�' P nning & Zonin Tree Administrator Project: S�(�U�L— ,(1R�w kw��l(1G1 u is or s u is i i Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or ReceiptDate 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: pproved. (T�benied. ❑Not applicable (Circle one.) Comments: CE5�1 PLANNING &ZONING Reviewed by: Date: 'G" o7077 TREE ADMIN. Second Review: pproved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: 9�.29'(-2 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 .t►,�l��j f. 'SS S CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ±� <- ATLANTIC BEACH, FL 32233 (904)247-5800 �Jj31>r BUILDING DEPARTMENT REVIEW COMMENTS OFFICE COPY Date: 9.6.2017 Permit#: RES17-0154 Site Address: 1474 S. 3rd St.,Jax Beach Site Address: 550 Atlantic Beach Dr. Phone: 714.0744, 759.9867 Review: 1 Email: rex si homesfl.com RE#: 169505-1140 Homeowner: Clad & Phyllis Tousey, ctouse mail.com Applicant: Signature Homes & $welo went RIZECTIONCOMMENTS: These are plan review comments from 1 of 4 department' 1. Submit 2 copies of a legal survey. 2. 2 site plan copies need to be dated and signed by contractor showing the pro 'mum 'Wish Floor Elevation. copies o e engin russ an a sane-needed omplete t truss plan package. . The master bedroom bathroom water c oset door needs to be changed to �Th 29 i�pan=s m �:a: Ma' Moo opening. R320.1.1 Accessibility. . desigsystem, ut the proVu approva information sheets do not list any metal roof information. Verify that no metal roof will be installed or submit FL#s and information for the metal roof to be installed now at plan review. Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 �/ hLQ'i�el� PPV i�P w C0 rn m P �r q -b• U 1 �s CITY OF ATLANTIC BEACH SEP 1 9 2017 800 Seminole Road Atlantic Beach, Florida 32233 OFFICE COPY REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date tIII Revision to Issued Permit Corrections to Comments_ Permit Project Address J S c�J i'v UE.�� (i� �• Contractor/Contact Name ` ; Phone 5 g Emailex, . )c,lr fv-,,2S \ ,Co v% Description of Proposed Revision/Corrections: Permit Fee Du $ 50,0 LJ'A FFE MCAJ Lc��e-� me-'A ex-��L A D Of Additional Increase in Building Value $ Additional S.F. By signing below, I_ (I �� s affirm the Revision is inclusive of the proposed changes. (printed name) Si a ire ontractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments DepprLment Review Required: Buildin4 Planning & Zoning Reviewed By Tree Administrator Public Works (� Public Utilities Public Safety Date Fire Services City of Atlantic Beach APPLICATION NUMBER Building Department c+ (To be assigned by the Building Department.) l ;� 800 Seminole Road Atlantic Beach, Florida 32233-5445 �GSL� —O sq Phone(904)247-5826 • Fax(904)247-5845 r i!>% E-mail: building-dept@coab.us Date routed: O B l-aS h-9 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Kofi � lam$ Property Address: 'S_SD A4A0Ln V(_ &X01 0( , Department review required Yes No uildm Applicant: Si q f1L1 �� �Q,l� lY� P nning &Zonin ' , Tree ministrator Project: n Q S��p,_ m�ly >�� u is or s U is 11 Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ;26enied. ❑Not applicable (Circle one.) Comments:BUILDINGAl(l— PLANNING &ZONING �3l_ 1 Reviewed by� Date. I TREE ADMIN. 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. ONot applicable Comments: Reviewed by: Date: Revised 05/19/2017 n� C f t , CITY OF ATLANTIC BEACH 800 Seminole Road SEP 2017 Atlantic Beach,Florida 32233 r - 1 REVISION REQUEST/ CORRECTION-9 LAN REVIEW COMMENTS Date Revision to Issued Permit Corrections to Comments Y Permit# t eS ilk-00 Project Address 550 �] 6%d'A C' &t—ct ( V Contractor/Contact Name r,, C O'Dno 1 3 Phone 904- ,775 9 , c( / Email Si qco Description of Proposed Revision/Corrections: Permit Fee Due $ l� CC E(' U ! V VV\V til CA fzv\.Cf. Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) �If allr of on or/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Bui Planning & Zoning lkeviewed By Tree _ Public Works Public Utilities Public Safety Date Fire Services City of Atlantic Beach APPLICATION NUMBER Building Department ` 800 Seminole Road (To be asosig'ned by the Building Department.) �r Atlantic Beach, Florida 32233-5445 AUG 2 9 '� GSl-4 O �q 2017 Phone (904)247-5826 • Fax(904)247-5845 L�!J;;AO% E-mail: building-dept@coab.us Date routed: D8( a S L City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: s� �"��a R��L (,� (�( , Department review required Yes No uildin Applicant: Sl q (1LL �� ,Q1(�y�Q P nning &Zonin Tree ministrator Project: p Sin ��` m�ly ��l(1G1 a is or s u is 11 Public Safety Fire Services Review fee $ Dept Signature Va gency Review or Permit Required Review or Receipt Date i of Permit Verified By ept. of Environmental Protection ept. of Transportation s River Water Management District rps of Engineers of Hotels and Restaurants of Alcoholic Beverages and Tobacco APPLICATION STATUS Reviewing Department First Review: [Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING / Reviewed by:�J Date: TREE ADMIN. 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 Building Department APPLICATION NUMBER Js Jr sd (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445ee'11' O �� 1r Phone (904)247-5826 • Fax(904)247449 2 9 2017 E-mail: building-dept@coab.us Date routed: O f d City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Lo+ * I-+% Property Address: — SD A4Aan'1;L (,� *Services ent review required Yes No Applicant: 5� q f1�-�,L,( / � � &Zonin ` inistrator Project: C� l� LJ S�(� 1�_ j lV 1 Q,��i{1Nr s �— i ety es Review fee $ R-J2 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: APPYgATION STATUS Reviewing Department First Review: (Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING — Reviewed byj*��" Date: / TREE ADMIN. 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 r 1200 Sandpiper Lane Atlantic Beach, FL 32233 r, J;y} (904) 247-5834 o NEW WATER / SEWER TAP REQUEST Date 9 ' �` �� Project Address 550 i" Number of Units ( Commercial Residential " Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) 3� New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size J/`1 New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITY STAFF USE ONLY Application # TES 11 cc- Water System Development Charge $ r', l y0 UU Sewer System Development Charge $ -5-0 , C) d Water Meter Only $ 61-S7-. C-0 Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ C"t �o Other $ TOTAL $ �i �' L� (Notes) APPROVED Kayle Moore, P.E. Date 7 Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED W'-:W- { "r_0 Building Permit Application Updated 5/5/17 City of Atlantic Beach OFFICE COPY 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Fax: (904) 247-5845 Job Address: 5 (3 I t 4ec ►Jffdie t_c,,,,e Permit Number: ^� Legal Description ICES G6) 70 L,0 ,7 Cr�c -S 08 Sa9RE# /6 Lo Valuation of Work(Replace ent Cost)$ Ov 0 Heated/Cooled SFJ3 38 Non-Heated/Cooled • Class of Work(Circle one)Ge Addition Alteration Repair M(;;n Pool Window/Door • Use of existing/proposed structure(s) (Circle one): Commercial ' • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No CP • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Florida Product Approval# for multiple products use product approval form Property Owner Information r Name: (', - M-ts �aU5� Address: L2( 1�ti ze La.,e— Cit P4 6 State zip 3 .43-33 Phone C3 E-Mail G OuS gy M , ^o Owner od Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information 11-- 11 Name of Company: i y ,)rC w•2,S `t" ling Agent: W t I a VAS Address 1 City J r ��State F1_ _zip 3x150 Office Phone 1 01 Job Site/Contact Numb r -7q XU State Certification/Registration# B E-Mail ce �oM co*,, Architect Name& Phone# ..-, Engineer's Name&Phone# ioU o* " o �O l'� Workers Compensation U Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A RNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. (Signature O ner or Agent) ( lgnature of Contractor) (inclu " contractor) Signed and sworn to (or affirmed) before me this�ai"�y of Si 7e/dand sworn to(or affirmed) before me this�day of by DSi L4 W% Jk (Signature of of y (Signa re tary) d;:•,w,; DEVON A.CURRIE JENNIFER JOHNSTON Commission#FF 926650 _ MY COMMISSION#GG 042984 personally Known OR ` ' '� Expires October 12,2019 EXPIRES:October 27,2020 S deCThmTroyFainlnsm�raM3W7019 41personallyKnownO %;o;«o:' Bonded TnruNotary Public Underwriters [ ] Produced Identification [ ] Produced Identifica Type of Identification: Type of Identification: rt L=L`l fl�� RIGHT-OF-WAY / EASEMENT PERMIT Permit# Issued by the City of Atlantic Beach PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address �� 1 -i �l TILL/ Phoneqoq, Permittee Email Requesting Permission to Construct Location(Reference to Cross-Street) V • Permittee declares that prior to filing this application they have ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. • Whenever necessary for the construction,repair, improvement,maintenance, safe and efficient operation, alteration or relocation of all,or any portion of said street or easement as determined by the Director of Public Works,any or all said poles,wires,pipes,cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works and at the expense of the Permittee unless reimbursement is authorized. • All work shall meet City of tic Beach or Florida Department of Transportation Standards and be performed under the supervision of (Project Superintendent) located at 'r • All materials and equipment shall be subject to inspection by the Director of Public Works. • All city property shall be restored to its original condition as far as practical,in keeping with City specifications and the manner satisfactory to the City. • A sketch of plans covering details of this installation,as well as a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the City right-of-way are to be included with this application. • The permittee shall commence actual construction in good faith within days. If the beginning date is more than 60 days from date of permit approval then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. • It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right,title and interest in the land to be entered upon and used by the holder, and the holder will, at all times, assume all risk of and indemnify,defend and save harmless the City of Atlantic Beach from and against any and all loss,damage and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. • The Director of Public Works shall be notified twenty-four(24)hours prior to starting work and again immediately upon completion. Date Permitfee(sign in presencd of Notary Publi STATE OF FLORIDA,COUNTY OF DUVAL �" The foregoing instrument was acknowledged this aI- day of S P�C to 4x{ 20 by ph*%l l<<% TNU (printed name of Peittee) , _,who personally appeared before me and acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Personally Known Sign e of No Public tate of Florida (Type) dr i ¢,,'5 l►L 1Z rF ratification T eAW : :^C. JENNIFER JOHNSTON -- - `2 MY COMMISSION#GG 042984 * .a EXPIRES-October 27,2020 Bonded Ttw Notary Public Underwriters REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of 20 by the City of Atlantic Beach,Florida,a mu ' PRW".' organize an sting er a laws.9f the tate of a, Florida,hereinafter referred to as"CITY"and of Atlantic Beach,Florida,hereinafter refereed to as"US WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach Right-of-Way Permit# This work is generally described as Any facility maintained, repaired, ere ted, and/or installed in the exerc a of the privilege granted remains subject to relocation or removal on thirty(30)days' notice by CITY to USER, said notice to USER shall be given by certified mail, return receipt requested,to the following address • 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 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 public right-of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. Date - Prope Own r/Agent(signed ce of Notary Public) STATE OF FLORIDA, COUNTY OF DUVAL The foregoing instrument was acknowledged this QC�k' day of StplrL 1 ba-,,- 20 by "CO cAS" who personally appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. Sign re of N41ary P ic, State of Florida Approved/Public Works Department: Personally Known t JENNIFER J MY COMMISSION#GG 042984 EXPIRES:October 27,2020 o�' Bonded 7tvu Noary Public Underwriters Scott illiams, Interim u lic OrkS irector OFFICE COPY DO T WRITE BFLOw- OFFICE YJSE O1�I1Gv Applzca e Co es: 2010 FLORIDA B UILDNG CODE �evie�v Result ici�cle one}. Approved Disapproved pp-roved w/ Conditions Review Initials/Date: m q. DeyeXopment Size Habitable Space 3 s3 Non-.Habitable Id V0 bpervious area iRsceflaLe-ous Information. keupancy Group 1?-- 3 ype of Construction V 13 umber of Stories Z ming District.,q 6 GL ax. Occupancy Load 'e Sprinklers Required )od Zone_x riditions/Comments: OFFICE COPY rex@sighomesfl.com From: Susan Wood <swood@wooddev.net> Sent: Thursday, August 24, 2017 3:03 PM To: rex@signaturehomesanddevelopment.com Cc: Tousey; Kellmore Subject: ARB Importance: High Rex, The ARB met yesterday and approved the Tousey plans. The formal approval letter will be sent to you next week. Please proceed wth engineering and permitting. Thanks, Susie Wood 904-813-5648 1 )P�rM ,/ Qhs ��� °'sy OFFICE COPY NOTICE OF COMMENCEMENT State of 0-- County of � N Tax Folio No.1(,P c/ j OS 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: ')—SZ, ZS — C' f ob Lk-V7;+ 1 LOT I '? Address of property being improved: 15!�Z r4 T �L AT, G, General description of improvements: Cck15-�qAC C>„, 6-If Ky—(-j Owner: C TU�s ��_ Address: Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): 1/ Name: o f Contractor:�5 C "" �I Address: 7 S. -3 T's) S j Telephone No(ZUt() 0rj y Fax No: ( (tom® �I l��►-vtc1' Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: 7Lj Telephone No(q 0( {) ''f/ —() y Fax No: t—1 I i 2, In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Q_Ll``c VC��2rr o � � Address: 1� 2 'i Telephone No: q6 Ll (� - `� f C� Fax No: V1 o vyle S-F(. L cl,� 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: q- 2-2--n ...........,, DEVON A.CURRIE Before me this day of 1 in the County of Duval,State °.: Commission#FF 926650 Of Florida,has personally appeared 1 Expires October 12,2019 Personally Known:- ��- 1,p,„n•• 9.WWThruTroy Fein luuanceBOP7857019 Produced Identifca o or - Notary Public: Doc#201720 i 717,OR BK 18104 Page 916, My commission 6p-ires: Number Pages: 1 Recorded 08/28/2017 at 03:30 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH FLORIDA Project Name: U G es t tl Permit Project Address: k, s, As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-72, 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 approval may be obtained at:www.iloridabuildin o179. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local # A_ EXTERIOR DOORS 1. Swinging 2. Sliding ( q4' 8x:59. 3. Sectional S e e n.S 4. Roll up 5. Automatic 6. Other B.WINDOWS 1. Single hung 2. Horizontal slider 3.Casement ��`� �lJco 4. Double hung 5.Fixed �. O — O q 6.Awning ' 7.Pass-through 8.Projected 9. Mullion 10.Wind breaker 11.Dual action 17. Other G a Category/Subcategory Manufacturer Product Description Limitation of Use State# p 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 I 2.Truss plates aD 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12. Sheds 13. Other G.SKYLIGHTS 1. Skylight 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# P 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) t`l;a� /� l (Signature) �n�/�l. Company Name: S V,re o & Vely mem\ Mailing Address: S, 3 S��QC City,— � ) o.t�, -S61^Vt' y C� State: Zip Code: 3)-g7 Telephone Number: DV) Fax Number: ( ) Cell Phone Number: (9 D E-mail Address: (-e�((f,� j Q I,btv�S 1 ,CA�. FORM R405-2014 OFFICE COPY TID01"I RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include ❑ This checklist ❑ A Form 8405 report that documents that the Proposed Design complies with Section 8405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). ❑ Energy Performance Level(EPL) Display Card(one page) ❑ Mandatory Requirements(three pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge®-USRCSB v5.1 8/15/2017 10:11:43 AM Page 1 of 1 OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Tousey Residence Builder Name: Street: Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL, MAYPORT_NS County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types (6314.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=19.0 4175.00 ft' b.Face Brick-Wood,Exterior R=19.0 1914.00 ft' 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=19.0 225.00 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10.Ceiling Types (2898.0 sgft.) Insulation Area 5. Is this a worst case? No a. Roof Deck(Unvented) R=19.0 2898.00 ft' 6. Conditioned floor area above grade(ft') 3538 b.N/A R= ft2 Conditioned floor area below grade(ft') 0 c. /A R= ft' 11.Ducts R ft' 7. Windows(1394.9 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Garage 6 376.74 a. U-Factor: Dbl,U=0.40 1394.90 ft' b.Sup: Attic, Ret:Attic,AH:2nd Floor 6 83.2 SHGC: SHGC=0.25 b. U-Factor: N/A ft' 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 51.1 SEER:19.50 c. U-Factor: N/A ft' b.Central Unit 22.4 SEER:19.25 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 51.5 HSPF:10.00 SHGC: b. Electric Heat Pump 20.2 HSPF:10.00 Area Weighted Average Overhang Depth: 3.620 ft. Area Weighted Average SHGC: 0.250 14. Hot water systems 8. Floor Types (3538.0 sgft.) Insulation Area a. Propane Tankless Cap: 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2898.00 ft2 EF:0.790 b. Conservation features b. Floor Over Other Space R=0.0 640.00 ft2 None c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.394 Total Proposed Modified Loads: 102.73 PASS Total Baseline Loads: 114.32 1 hereby certify that the plans and specifications covered by Review of the plans and �4,C14E ST,AT� this calculation are in compliance with the Florida Energy specifications covered by this Code. ��� ��� calculation indicates compliance ��,�*� _ � .t+ Ryan B. Ellis with the Florida Energy Code. �„�p PREPARED BY: _- Before construction is completed c -. DATE: -_- sns/n this building will be inspected for compliance with Section 553.908 I hereby certify thatAthis *4dings designed, is in compliance Florida Statutes.with the Florida EnCPD V tv 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 R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017 this project requires an envelope leakage test report with envelope leakage no greater than 7.0 ACH50(R402.4.1.2). 8/15/2017 10:11 AM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 1 of 6 FORM R405-2014 PROJECT Title: Tousey Residence Bedrooms: 4 Address Type: Stmt Address Building Type: User Conditioned Area: 3538 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Ewsting: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,MAYPORT_NS FL_MAYPORT_NS 2 39 90 70 75 1037 61 Medium BLOCKS Number Name Area Volume 1 Blockl 2898 28980 2 Block2 640 7680 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 2898 28980 Yes 4 2 1 Yes Yes Yes 2 2nd Floor 640 7680 No 1 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulation 1st Floor 408.5 ft 0 2898 ft' ___- 0 0 1 2 Floor Over Other Space 2nd Floor — 640 ft' 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Metal 3241 ft= 0 ft= Medium 0.75 No 0.9 No 19 26.6 ATTIC v # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2898 ft' N N 8/15/2017 10:11 AM EnergyGaugel)USA-v5.1-Section R405.4.1 Compliant Software Page 2 of 6 FORM R405-2014 CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) 1st Floor 0 Blown 2258 ft2 0.11 Wood 2 Under Attic(Unvented) 2nd Floor 0 Blown 640 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below To Wall Type Space Value Ft In Ft In Area R-Value Fraction-_Absor._ grade°/o 1 N Exterior Face Brick-Wood 1st Floor 19 12 14 168.0 ft2 0 0.05 0.170000 0 2 W Exterior Face Brick-Wood 1st Floor 19 12 14 168.0 ft2 0 0.05 0.170000 0 3 S Exterior Face Brick-Wood 1st Floor 19 12 14 168.0 ft2 0 0.05 0.170000 0 4 E Exterior Face Brick-Wood 1st Floor 19 4 14 56.0 ft2 0 0.05 0.170000 0 5 NE Exterior Frame-Wood 1st Floor 19 13 10 130.0 ft2 0.05 0.170000 0 6 SW Exterior Frame-Wood 1 st Floor 19 19.9 10 199.0 ft2 0.05 0.170000 0 7 NW Exterior Face Brick-Wood 1st Floor 19 9 28 252.0 ft2 0 0.05 0.170000 0 8 NE Exterior Face Brick-Wood 1st Floor 19 16 28 448.0 ft2 0 0.05 0.170000 0 9 SE Exterior Face Brick-Wood 1st Floor 19 8 28 224.0 ft2 0 0.05 0.170000 0 10 SE Exterior Frame-Wood 1st Floor 19 11.9 10 119.0 ft2 0.05 0.170000 0 11 SW Exterior Frame-Wood 1st Floor 19 11.2 28 313.6 ft2 0.05 0.170000 0 12 NW Exterior Frame-Wood 1st Floor 19 41.2 10 412.0 ft2 0.05 0.170000 0 13 NE Exterior Face Brick-Wood 1st Floor 19 11.5 10 115.0 ft2 0 0.05 0.170000 0 14 SW Exterior Face Brick-Wood 1st Floor 19 31.5 10 315.0 ft2 0 0.05 0.170000 0 15 E Exterior Frame-Wood 1st Floor 19 47.7 10 477.0 ft2 0.05 0.170000 0 16 S Exterior Frame-Wood 1st Floor 19 43.3 10 433.0 ft2 0.05 0.170000 0 17 S Exterior Frame-Wood 1st Floor 19 13 10 130.0 ft2 0.05 0.170000 0 18 W Exterior Frame-Wood 1st Floor 19 43.5 10 435.0 ft2 0.05 0.170000 0 19 N Garage Frame-Wood 1st Floor 19 18 10 180.0 ft2 0.05 0.170000 0 _20 W Garage Frame-Wood 1st Floor 19 4.5 10 45.0 ft2 0.05 0.170000 0 21 N Exterior Frame-Wood 1st Floor 19 25.8 0 10 0 258.0 ft2 0.05 0.170000 0 22 NE Exterior Frame-Wood 2nd Floor 19 15.5 12 186.0 ft2 0.05 0.170000 0 23 NW Exterior Frame-Wood 2nd Floor 19 31.5 12 378.0 ft2 0.05 0.170000 0 24 SW Exterior Frame-Wood 2nd Floor 19 20 12 240.0 ft2 0.05 0.170000 0 25 SE Exterior Frame-Wood 2nd Floor 19 38.7 12 464.4 ft2 0.05 0.170000 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood 1st Floor None .46 6 8 48 ft2 2 W Wood 1st Floor None .46 3 8 24 ft2 8/15/2017 10:11 AM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 3 of 6 FORM R405-2014 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V/ # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 3 Wood Low-E Double Yes 0.4 0.25 48.0 ft2 2 ft 0 in 1.8 ft 0 in Drapes/blinds None 2 NE 5 Wood Low-E Double Yes 0.4 0.25 54.0 ft' 2 ft 0 in 1.5 ft 0 in Drapes/blinds None 3 NE 8 Wood Low-E Double Yes 0.4 0.25 36.0 ft' 2 ft 0 in 20.4 ft 0 i Drapes/blinds None 4 SE 10 Wood Low-E Double Yes 0.4 0.25 40.0 ft' 2 ft 0 in 4 ft 0 in Drapes/blinds None 5 SW 11 Wood Low-E Double Yes 0.4 0.25 48.0 ft' 2 ft 0 in 1.5 ft 0 in Drapes/blinds None 6 NE 13 Wood Low-E Double Yes 0.4 0.25 36.0 ft2 2 ft 0 in 13.2 ft 0 i Drapes/blinds None 7 NW 12 Wood Low-E Double Yes 0.4 0.25 96.0 ft2 2 ft 0 in 1.5 ft 0 in Drapes/blinds None 8 SW 14 Wood Low-E Double Yes 0.4 0.25 192.0 ft2 12 ft 0 in 1.5 ft 0 in Drapes/blinds None 9 E 15 Wood Low-E Double Yes 0.4 0.25 30.0 ft' 2 ft 0 in 3.4 ft 0 in Drapes/blinds None 10 E 15 Wood Low-E Double Yes 0.4 0.25 9.0 ft2 2 ft 0 in 1.5 ft 0 in Drapes/blinds None 11 S 16 Wood Low-E Double Yes 0.4 0.25 45.0 ft2 2 ft 0 in 3.4 ft 0 in Drapes/blinds None 12 S 16 Wood Low-E Double Yes 0.4 0.25 13.5 ft2 2 ft 0 in 1.5 ft 0 in Drapes/blinds None 13 S 16 Wood Low-E Double Yes 0.4 0.25 4.0 ft2 2 ft 0 in 1.5 ft 0 in Drapes/blinds None 14 S 17 Wood Low-E Double Yes 0.4 0.25 64.0 ft2 7.3 ft 0 in 1.5 ft 0 in Drapes/blinds None 15 SE 10 Wood Low-E Double Yes 0.4 0.25 18.0 ft' 2 ft 0 in 1.5 ft 0 in Drapes/blinds None 16 S 16 Wood Low-E Double Yes 0.4 0.25 54.0 ft2 2 ft 0 in 1.5 ft 0 in Drapes/blinds None 17 SW 6 Wood Low-E Double Yes 0.4 0.25 18.0 ft2 2 ft 0 in 1.5 ft 0 in Drapes/blinds None 18 W 18 Wood Low-E Double Yes 0.4 0.25 16.0 ft2 2 ft 0 in 1.5 ft 0 in Drapes/blinds None 19 E 15 Wood Low-E Double Yes 0.4 0.25 72.0 ft2 2 ft 0 in 1.5 ft 0 in Drapes/blinds None 20 N 21 Wood Low-E Double Yes 0.4 0.25 18.0 ftZ 2 ft 0 in 1.5 ft 0 in Drapesiblinds None 21 N 21 Wood Low-E Double Yes 0.4 0.25 64.0 ft2 2 ft 0 in 1.5 ft 0 in Drapes/blinds None 22 NW 7 Wood Low-E Double Yes 0.4 0.25 4.0 ft2 2 ft 0 in 8.7 ft 0 in Drapes/blinds None 23 NW 7 Wood Low-E Double Yes 0.4 0.25 36.0 ft2 2 ft 0 in 1.8 ft 0 in Drapes/blinds None 24 NE 8 Wood Low-E Double Yes 0.4 0.25 36.0 ft2 2 ft 0 in 8.4 ft 0 in Drapes/blinds None 25 NE 8 Wood Low-E Double Yes 0.4 0.25 36.0 ft' 2 ft 0 in 1.8 ft 0 in Drapes/blinds None 26 SE 9 Wood Low-E Double Yes 0.4 0.25 4.0 ft2 2 ft 0 in 8.8 ft 0 in Drapes/blinds None 27 SE 9 Wood Low-E Double Yes 0.4 0.25 36.0 ft' 2 ft 0 in 1.8 ft 0 in Drapes/blinds None 28 SW 11 Wood Low-E Double Yes 0.4 0.25 32.4 ft2 2 ft 0 in 8.4 ft 0 in Drapes/blinds None 29 SW 11 Wood Low-E Double Yes 0.4 0.25 36.0 ft2 2 ft 0 in 1.8 ft 0 in Drapes/blinds None 30 NE 22 Wood Low-E Double Yes 0.4 0.25 36.0 ft' 2 ft 0 in 1.5 ft 0 in Drapes/blinds None 31 NW 23 Wood Low-E Double Yes 0.4 0.25 12.0 ft' 2 ft 0 in 1.5 ft 0 in Drapes/blinds None 32 NW 23 Wood Low-E Double Yes 0.4 0.25 15.0 ft2 2 ft 0 in 1.5 ft 0 in Drapes/blinds None 33 SW 24 Wood Low-E Double Yes 0.4 0.25 12.0 ft2 2 ft 0 in 1.5 ft 0 in Drapes/blinds None 34 SE 25 Wood Low-E Double Yes 0.4 0.25 72.0 ft' 2 ft 0 in 1.5 ft 0 in Drapeslblinds None 35 SE 25 Wood Low-E Double Yes 0.4 0.25 4.0 ft2 2 ft 0 in 1.5 ft 0 in Drapes/blinds None 36 SE 25 Wood Low-E Double Yes 0.4 0.25 48.0 ft' 2 ft 0 in 1.5 ft 0 in Drapes/blinds None 8/15/2017 10:11 AM EnergyGauge®USA-v5.1-Section R405.4.1 Compliant Software Page 4 of 6 FORM R405-2014 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 700 ft2 700 ft2 89.4 ft loft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000461 4277 234.8 441.58 .4369 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:10 51.5 kBtu/hr 1 sys#1 2 Electric Heat Pump None HSPF:10 20.2 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:19.5 51.1 kBtu/hr 1533 cfm 0.75 1 sys#1 2 Central Unit None SEER:19.2522.35 kBtu/hr 671 cfm 0.75 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.79 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS —Supply— —Return— Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 376.74 f Attic 144.9 ft' Default Leakage Garage (Default)c(Default)c 1 1 2 Attic 6 83.2 ft' Attic 32 ft2 Default Leakage 2nd Floor (Default)c(Default)c 2 2 8/15/201710:11 AM EnergyGauge®USA-v5.1-Section R405.4.1 Compliant Software Page 5 of 6 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar Apr M Jun Jul Aug Oct Nov Dec HeatinJan Feb Mar f Apr f May Jun Jul AuSep f Oct Nov Dec VentingJan Feb Mar [X]A r [ M Jun Jul Aug S [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 8/15/2017 10:11 AM EnergyGauge®USA-v5.1-Section R405.4.1 Compliant Software Page 6 of 6 FORM R405-2014 OFFICE COPY ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 90 The lower the Energy Performance Index, the more efficient the home. Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=19.0 4175.00 ft2 b.Face Brick-Wood,Exterior R=19.0 1914.00 ft= 3. Number of units,if multiple family 1 c. Frame-Wood,Adjacent R=19.0 225.00 ft2 4. Number of Bedrooms 4 d.N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a. Roof Deck(Unvented) R=19.0 2898.00 ft' 6. Conditioned floor area(ft2) 3538 b. N/A R= ft2 7. Windows" Description Area c.N/A R= ft2 a. U-Factor: Dbl, U=0.40 1394.90 ft' 11.Ducts R ft2 a.Sup:Attic,Ret:Attic,AH:Garage 6 376.74 SHGC: SHGC=0.25 b.Sup: Attic,Ret:Attic,AH:2nd Floor 6 83.2 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 51.1 SEER:19.50 SHGC: b.Central Unit 22.4 SEER:19.25 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: Area Weighted Average Overhang Depth: 3.620 ft. a.Electric Heat Pump 51.5 HSPF:10.00 b.Electric Heat Pump 20.2 HSPF:10.00 Area Weighted Average SHGC: 0.250 8. Floor Types Insulation Area 14.Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 2898.00 ft2 a. Propane Cap: 1 gallons EF:0.79 b.Floor Over Other Space R=0.0 640.00 ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building 0JAEST,1T Construction through the above energ aving features which will be installed (or exceeded) 1,0 _ - Fo in this home before final inspection. erwise, a new EPL Display Card will be completed based on installed Code cc Ii nt f res. Builder Signature: Date: Address of New Home: ss6City/FL Zip: 1'. *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 8/15/2017 10:11 AM EnergyGauge®USA-v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FOAM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Atlantic Beach ,FL, Permit Number: OFFICE COP Y MANDATORY REQUIREMENTS See individual code sections for full details. X 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL)display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law[Section 553.9085, Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.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 compliance for the building.A copy of the EPL display card can be found in Appendix C. X R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. X R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes or individulas licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures, 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. X R402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. X R402.4.3 Fenestration air IeakageVVindows,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. X R402.4.4 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 E 283 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. X R403.1.1 Thermostat provision(Mandatory).At least one thermostat shall be provided for each separate heating and cooling system. X R403.1.3 Heat pump supplementary heat(Mandatory)1-ieat 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. X R403.2.2 Sealing(Mandatory.�ll ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i),Florida Statutes,to be"substantially leak free"by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 L/min)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm(85 L/min)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 8/15/2017 10:11 AM EnergyGauge®USA-v5.1 - Section R405.4.1 Compliant Software Page 1 of 3 It FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) X R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. x R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)or below 55°F(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. 0 R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. X R403.4.3 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'/z inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. X R403.4.4 Water heater efficiencies(Mandatory). x R403.4.4.1 Storage water heater temperature controls • R403.4.4.1.1 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(38oC to 600C). • R403.4.4.1.2 Shutdown. 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. X R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed.Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 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. p R403.5 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.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. X R403.6.1 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 which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,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. 8/15/2017 10:11 AM EnergyGauge®USA-v5.1 - -Section R405.4.1 Compliant Software Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) X R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection 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 temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. X R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 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 R403.6.1. X R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space 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 gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed 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: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. X RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. 0 R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights X R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. X R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 8/15/2017 10:11 AM EnergyGauge®USA-v5.1 - -Section R405.4.1 Compliant Software Page 3 of 3 OFFICE COPY FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Tousey Residence Builder Name: Street: Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. X Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. x Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. X Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and X Rim joists Rim joists are insulated and include an air barrier. X Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. X The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. x Exposed earth in unvented crawl spaces shall be covered with a Class I Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or x unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled X by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. X Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be x air tight, IC rated, and sealed to the drywall. 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 x available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air x barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or x air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be X sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have X gasketed doors 8/15/2017 10:11 AM EnergyGauge®USA-v5.1-Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE OFF FOR BUILDING CONSTRUCTION SCE COQ Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Tousey Residence Builder Name: Street: Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Design Location: FL,MAYPORT_NS Jurisdiction: 261100 Cond.Floor Area:: 3538 sq.ft. Cond.Volume: 36660 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: CFM(50): C: n: R: E LA: Single or Multi Point Test Data HOUSE PRESSURE FLOW: EgLA. 1 Pa cfm ACH: 2 Pa cfm SLA: 3 Pa cfm ACH(50) 4 Pa cfm For prescriptive projects, tested leakage must be 5 Pa cfm <=7 ACH(50). For performance projects, tested 6 Pa cfm leakage must be <= the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures: 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures, 3. Interior doors,if installed at the time of the test,shall be open, 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems,if installed at the time of the test,shall be turned off-,and 6.Supply and return registers,if installed at the time of the test,shall be fully open. Testing shall be conducted by either -VIAE sr I hereby certify that the above envelope leakage individuals as defined in Section 04 performance results demonstrate compliance 553.993(5) or (7), Florida Statutes or %` •= O'�' with Florida Energy Code requirements in individuals licensed as set forth in accordance with Section R402.4.1.2. Section 489.105 3 , ( )(f) (g), or (i) or an approved third party. A written report SIGNATURE: of the results of the test shall be signed by the third party conducting fy PRINTED NAME: the test and provided to the code CDDO BUILDING OFFICIAL: DATE: - -. ---- DATE: 8/15/2017 10:11 AM EnergyGaugeS USA-v5.1 -Section R405.4.1 Compliant Software Page 1 of 1 t Manual S Compliance Report Job: + wrightsoft Date: 7122117 1st Floor OFFICE COSY M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville, FL 32223 Phone: 904268-3670 Fax:904268-3670 Email:eds.jaxcWgmail.comi Project • • For: Tousey Residence Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 44194 Btuh Entering coil DB: 74.0°F Outdoor design WB: 77.4°F Latent gain: 4874 Btuh Entering coil WB: 61.7'F Indoor design DB: 74.0°F Total gain: 49068 Btuh Indoor RH: 50% Estimated airflow: 1817 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWV0060A 1+TAM 9AOC6OV51 Actual airflow: 1817 cfm Sensible capacity: 38750 Btuh 88% of load Latent capacity: 12350 Btuh 253% of load Total capacity: 51100 Btuh 104% of load SHR: 76% Heating Equipment Design Conditions Outdoor design DB: 38.1'F Heat loss: 44868 Btuh Entering coil DB: 68.0'F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWV0060A1+TAM9AOC6OV51 Actual airflow: 1817 cfm Output capacity: 51500 Btuh 115% of load Capacity balance: 28 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 1817 cfm Output capacity: 13.1 kW 99% of load Temp. rise: 50 'F Meets are all requirements of ACCA Manual S. 2017-Aug-15 10:12.09 Fes" + wright.so�yl l Right-Suite®Universal 2017 17.0.17 RSU17457 Page 1 i� ...ial Manual J\1ousey Residence,Atlantic Bch.rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: -�+ wrightsoft" Date: 7/22117 2nd Floor By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonviile, FL 32223 Phone: 904268-3670 Fax 904268-3670 Email:eds.jaxCo)omail.com Project • • For. Tousey Residence Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 15623 Btuh Entering coil DB: 74.0°F Outdoor design WB: 77.4°F Latent gain: 3894 Btuh Entering coil WB: 61.7°F Indoor design DB: 74.0*F Total gain: 19517 Btuh Indoor RH: 50% Estimated airflow: 807 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWV0024A1+TAM9AOB3OV31 Actual airflow: 807 cfm Sensible capacity: 17780 Btuh 114% of load Latent capacity: 4570 Btuh 117% of load Total capacity: 22350 Btuh 115% of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 38.1'F Heat loss: 8611 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Trane Model: 4TWV0024A1+TAM9AOB3OV31 Actual airflow: 807 cfm Output capacity: 20200 Btuh 235% of load Capacity balance: 3.2 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 807 cfm Output capacity: 1.9 kW 73% of load Temp. rise: 50 °F Meets are all requirements ofACCA Manual S. 2017-Aug-15 10:12:09 . wrlghtsoft- Right-suites,Universal 2017 17.0.17 RSU17457 Page 2 Y~' _.ial Manual J\Tousey Residence,Atlantic Bch.rup Calc=MJ8 Front Door faces: N c � Project Summar' Job: wrightsoft OFFICE F I C E C O P��Date: 7122117 1st Floor By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville, FL 32223 Phone, 904-268-3670 Fax 904-268-3670 Ernait eds iaygmail.com Project For. Tousey Residence Atlantic Beach, FL Notes: Design Information Weather. Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 'F Outside db 94 °F Inside db 68 OF Inside db 74 OF Design TD 30 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 44868 Btuh Structure 44194 Btuh Ducts 0 Btuh Ducts 0 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 44868 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 44194 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 4874 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft') 2898 2898 Equipment latent load 4874 Btuh Volume (ft') 34614 34614 Air changes/hour 0.31 0.15 Equipment total load 49068 Btuh Equiv.AVF (cfm) 177 86 Req. total capacity at 0.74 SHR 5.0 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWV0060A1 Cond 4TWV0060A1 AHRI ref 10093501 Coil TAM9A0C60V51 AHRI ref 10093501 Efficiency 10 HSPF Efficiency 12.7 EER, 19.5 SEER Heating input Sensible cooling 35777 Btuh Heating output 51500 Btuh @ 47°F Latent cooling 15333 Btuh Temperature rise 26 'F Total cooling 51110 Btuh Actual air flow 1817 cfm Actual air flow 1817 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.90 Capacity balance point = 28 OF Backup: Input = 13 kW, Output = 44637 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri htsoft 2017-r,u9-1s 10.12.09 _ 9 Right-Su te®Universal 2017 17.0.17 RSU17457 Page 1 }Cj. % ...al Manual J1Tousey Residence,Atlantic Bch.rup Calc=MJ8 Front Door faces: N Pro ect Summa Job: -+� wrightsoft � � Date: 7122117 2nd Floor By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville, FL 32223 Phone: 904-268-3670 Fax:904268-3670 Email:cds.iax,a'Dgmai com Pro"ect Information For: Tousey Residence Atlantic Beach, FL Notes: D- • • • Weather. Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 'F Outside db 94 OF Inside db 68 OF Inside db 74 OF Design TD 30 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 8611 Btuh Structure 15623 Btuh Ducts 0 Btuh Ducts 0 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 8611 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Infiltration Equipment sensible load 15623 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 3894 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft') 640 640 Equipment latent load 3894 Btuh Volume (ft') 7680 7680 Air changes/hour 0.31 0.15 Equipment total load 19517 Btuh Equiv.AVF (cfm) 40 19 Req. total capacity at 0.70 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWV0024A1 Cond 4TWV0024A1 AHRI ref 10093494 Coil TAM9A0B30V31 AHRI ref 10093494 Efficiency 10 HSPF Efficiency 13.8 EER,19.25 SEER Heating input Sensible cooling 15645 Btuh Heating output 20200 Btuh @ 47'F Latent cooling 6705 Btuh Temperature rise 23 OF Total cooling 22350 Btuh Actual air flow 807 cfm Actual air flow 807 cfm Air flow factor 0.094 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.80 Capacity balance point = 3 OF Backup: Input = 2 kW, Output = 6320 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2017-Aug-1510:12:09 wri Ft50ft" Right-Suite®Universal 2017 17.0.17 RSU17457 Page 2 ACCA ...ial Manual J\Tousey Residence,Atlantic Bch.rup Calc=MJ8 Front Door faces: N OFFICE COPY N 1st Floor Pantry Master Bed 2s a Den 58 58 cfm Master Bath 128 dm 120 m P der1. lel 7" 7- TTod et Kitchen dm 9 `�' 5dm dm 24 d 1 1 clm — GeL2-- - - - Her WIC 36 cr 7. M / II His IC I I 1 - 42 cf / I r 4" F dm 32 ch II 5. d dm �I Lau ry Great Room ` 7' Li 75 dm ....n-,, 7.. 77 dm 8" 16" 77 cfm 230 dm 13" Stair Hall Galle 79 dm Foyer 164 dm Job #: Exclusively for the use of: Scale: 1 : 135 Performed for: Page 1 Tousey Residence Environmental Air Conditioning RightSuite®Universal 2017 17.0.17 RSU17457 Atlantic Beach,FL 2017-Aug-15 10:13:19 usey Residence,Atlantic Bch.rup N 2nd Floor I cfm Bed 3 91 dm WIC 1 Bath 1 3 dm 101 13- 1 - Vest2 II 87 drn 145 dm 8" 942 Bed 2 Gall dm .lob #: Exclusively for the use of: Scale: 1 : 135 Performed for: Page 2 Tousey Residence Environmental Air Conditioning Right-Suite®Universal 2017 17.0.17 RSU17457 Atlantic Beach,FL 2017-Aug-15 10:13:19 ...usey Residence,Atlantic Bch.rup p) , 8f/1 ��5p p D � n D wO 8 (D (n CD c w S - ID W ago m D g o° 8 8 w N J Z -41 c G (D (�D 3 Cl n70 o s Vl g S ------------------ 9 u 93O�1 N f+ 0 C7 0 0 0 0 0 n S 3 0 C) 0 n C) n 0 C) C) C"> O CS c m m 0 �J r O 0 `" f'F t�_n (VDD �° OO NNA W CD (O -• N NNNN -• NMN (n m 0 A co W NOD - (C,,,�� (n W Wm W -,J -l �l -,Iv (D00 (D m c X (/� C rn (n N W (D O O A 00 - - - N (D CD CD (D W m (P (n Cn C7 ..y, y OO .A Un --AN N N V W W O -�(D CD O CD A O')-O 0) DET -� C) Cn --- ------------- = O r} 0 I< 2 N N (n Cn CD 0) a) W W �l --I �I J �i (n �l �l - � (a W % -1 U) �2 N .A Cn W (VNON " W WAAA A -� O A A(.nV (D y rh ---- o Q 0 N (D 3 11 3 4 n n • c0i rr n " � N -+ N NNp ��II ((�n �Q� � -+� (p S CD Cf) A 00 (NnOOD0LTI 0o0 � � OON0) v �I V JCCn A ((DANCC) � O • O r • _ 0 2S � • o ------------------ O N 3 ,3 0 �� --j cD (n GCD O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cn $ � S 0000O000p00p 00000000CDo �(a Noo -" d NNNNW AN N ANN -� -iNN -� -�WN � O O T) W CO OD O-J W �I W O A N 0 0 0 OD ul OO N N N -I 0 0 0 - ------------------ O N 0 0 0 0 2 0 y • G 3 � d). z A W -N -4 W v N N Cn Cn OO OD(b W V O 00 ��I (D 'a 3 ' C2 = = = c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CDC' )0 0 O N N N "cc c 20000 cl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 = , X X X X X X X X X X X X X X X X X X X X X Xco 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cl 0 0 0 0 Cl 0 CD X • ti ---------------- -- v -P o cn cn cn cn cn cn cn cn cn (n cn cn cn cn cn cn cn cn cn cn o zy =r=, s 0 -J K E K �:K K K K K KKK i�: v c o _ C) ------------------ N o 0000 0 r- D oN000 -00 N NOv -P(n W �JOO - N (bwC) MAA (n AW � 0 O (D W W A -4PwCD W W co 0) ww (D -P, NJ 0)N n O 0M �IV -I�I00 (D WOOWMMW -,J -INA�1�l -n j7 7 7 co 0 22 = 23 c to 0 --- v O N N N "(8 Q --- ——————— R O O O O A -» NNS - NN -» NNW NNIVAA -» ,(l,. O W co --1 N C) -N " ) A Am O) -- -4 " -W W-,A(D :3 o Cn O Cn (nOtn (n OCn OOOOOCn (nO000Cnm O O O O O O O O O O O O O O O O O O O O O O m > < --------------- 2 � w � 0 Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 1978 1976 0.012 463 28.0 0 x 0 ShtMetl st4 Peak AVF 74 77 0.018 221 8.0 0 x 0 ShtMetl st3 f st5 I Peak AVF ( 441 I 472 I 0.012 I 338 16.0 I 0 x 0 ShtMetl st3 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) I (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk t7 I Ox 0 1 626 675 238.0 1 0.013 382 18.0 Ox 0 ShMt rt3 rb5 I Ox 0 1 8891 8031 252.3 1 0.0121 3701 21-01 Ox 0 1 1 ShMt I rt3 rb6 I Ox 0 I 4841 5221 123.0 0.0251 4251 15.0 Ox 0 ShMt I rt3 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt3 Peak AVF 2000 2000 0.012 468 28.0 0 x 0 ShtMetl 2017-Aug-15 70:73:01 Wrightsoft` Right-suite®Universal 2017 17.0.17 RSU17457 1. Page 2 0=`s ..ial Manual D\Tousey Residence,Atlantic Bch.rup Calc=M,38 Front Door faces: N Duct System Summary Job: wrightsoft Dace: 2nd Floor By: Exclusively for the use of: Environmental Air Conditioning Project Information For. Tousey Residence Atlantic Beach, FL Heating Cooling External static pressure 0.10 in H2O 0.10 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.10 in H2O 0.10 in H2O Supply/ return available pressure 0.067/ 0.033 in H2O 0.067/ 0.033 in H2O Lowest friction rate 0.042 in/100ft 0.042 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 236 ft SupplyDetail Table Design Htg Clg Design Diam H x W I Duct Actual Ftg.Egv Name (Btuh) (cfm) I (cfm) FR (in) (in) I Matl Ln (ft) Ln (ft) Trunk Bath z c 2761 1 100 101 0.064 7.0 Ox 0 ShMt 10.0 95.0 1 BBed 2 ed 3 � 2482 1 1901 145 1 0.0431 8.01 Ox 0 ShMt 16.0 1 140.0 1 st2 1 91 0.047 7.0 Ox 0 ShMt 12.0 130.0 Bed 3-A I c 24821 901 91 1 0.044 1 7.01 Ox 0 I ShMt 1 13.0 1 140.0 st2 Gallery 4-A I h 62431 2411 237 1 0.0531 10.01 Ox 0 1 ShMt 1 22.0 1 105.0 st1 Vest 2 1 c 23751 861 87 1 0.0421 7.01 Ox 0 1 ShMt 1 8.0 1 150.0 1 st1 f WIC 3 1 h 13251 511 50 1 0.0431 6.01 Ox 0 I ShMt I 7.0 1 150.0 1 st2 1 Supply • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 I Peak AVF 468 468 0.042 508 13.0 0 x 0 ShtMetl st2 Peak AVF 232 231 0.043 1 425 1 10.0 1 0 x 0 1 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam I H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 I Ox 0 373 376 77.0 1 0.043 478 12.0 Ox 0 ShMt rb4 1 Ox 0 1 427 4241 78.0 1 0.0421 5441 12.01 Ox 0 1 ShMt Bolditalic values have been manually overridden ^t Wr19htSO4 1 L Right-Butt2017-Aug-15 10:13:01e®Universal 2017 17.0.17 RSU17457 Page 3 ACC,K ...ial Manual D\Tousey Residence,Atlantic Bch.rup Calc=MJS Front Door faces: N • OFFICE COPY Alpine, an ITW Company 2400 Lake Orange Dr.,Suite 150 Orlando,FL 32837 Phone:(800)755-6001 ALPINE ANw PANY alpineitw.com Site Information: Customer. Gleckler&Sons Building Supply Job Number.' 342017B JobDescription: 550 TIMBER BRIDGE LANE DUVAL CTY Address: City, State,Zip: ATLANTIC BEACH,*' Name, Address and License #of Structural EOR if one exists for the building: Name: LUIS PONTIGO 53311 License#: LUIS PONTIGO 53311 State: Address: 496 OSCEOLA AVE JACKSONVILLE,FL,32250 City, State, Zip: Job Engineering Criteria: Design Code: FBC 2014 RES View Version: 17.01.00.0525.17 JRef#: 1W3093530006 Wind Standard., ASCE 7-10 I nd Speed(mph): 130 Roof Load(psO: 20.00-7.00-0.00- Floor Load(pso: None 10.00 This package contains a job notes page, 19 truss drawings and 0 details. Item Seal# Truss Item Seal# Truss 1 213.17.1504.20373 P88 2 213.17.1504.21880 P89 3 213.17.1504.24723 P90 4 213.17.1504.27710 Q91 5 213.17.1504.30397 092 6 213.17.1504.32273 R93 7 213.17.1504.33580 R94 8 213.17.1505.02563 EJ95 9 213.17.1505.04780 EJ96 10 213.17.1505.10630 EJ97 11 213.17.1505.13620 HJ98 12 213.17.1505.15890 HJ99 13 213.17.1505.18200 HJ100 14 213.17.1505.20650 CJ101 15 213.17.1505.31257 CJ102 16 213.17.1505.33893 CJ103 17 213.17.1505.35753 CJ104 18 213.17.1505.39780 CJ105 19 213.17.1505.43230 CJ106 Lou Pontigo & Associates, Inc. Consulting Structural Engineers 4NO EXCEPTION TAKEN E3 MAKE CORRECTIONS NOTED ❑ gEJECTED -SEE REMARKS ❑ REVISE & RESUBMIT se of checking for conformance S 1141 Review is for the limited Purpose k�4fryf with the design concept and the information expressed in the Afeights 01 contract documents. No approval is implied for the accuracy or , h completeness of details, quantities,dirmeon means or methods. gouges, fabrication processes, const ' • coordination of the work with oth sale responsibility of thedes of which safety y f3 � *• precautions, all o. which are the �3 y a iflc item Tr contractor.The Contractor is responsible for dimensions to _ • pec confirmed and Correlated at the site. Rav',cw of ofh ch the ATE shall not include a rersYv of the entire assembcy F� ,pP.•�<c, item is a comp f<wi�'w of re-submission will covers y� designated changes on the submittal and other thong ,������ '••.,.��..•••�.,`�� ���� identified by the Contractor. p- Date: BY; "this document has been electronically signed and sealed using a Digital Signature.Printed copies without an original signature must be 08/01/2017 verified using the original electronic version. Florida Certificate of Product Approval#FL1999 Printed 8/1/2017 3:25:35 PM Job'Number: 342017B Pty: 1 SEQN:808949 /T28 COMN Cust:R9353 JRef: 1W3093530006 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 7 FROM:RCT DrwNo: 213.17.1504.20373 Truss Label: P88 JB / DF 08/01/2017 1 "14 29 10" 5 5'0"310' 14'11"13 19'1"2 1r9'i"7 10" 4'1"4 4'11"13 + 4'11"13 + 41"4 �"5 =4X4 E T T2 12 1.¢X4 1.5X4 0 6 � u F T3 � N In 1A ij 4X4 a4X4 r0 G BC H A J I 2X5(A1) =3X8 —=2X5(Al) 10' 10' 2 2' 10' 20' 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): 0.035 J 999 240 B 871 /193 /491 /- /178 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.078 J 999 180 H 871 /193 /491 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 J - - Wind reactions based on MWFRS ean Height:24.82 ft Des Ld: 37.00 Ma.C HORZ(TL): 0.035 J B Min Brg Width Req= 1.5 MeR NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 H Min B r9 Width e9= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.979 Bearings B&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.938 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: 0.194 0/5 2 Maximum Top Chord Forces Per Ply(lbs) FT/RT:20 Loc.from endwall:not in 9.00 ft ( ) ( ) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.01.00E.0525.17 B-C 404-1121 E-F 331 -866 Lumber C-D 414-1107 F-G 414 -1107 D-E 330 -866 G-H 405 -1121 Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP SS Dense:T2,T3 2x4 SP#2: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-J 934 -213 J-H 934 -222 approved 1/30/2013 by ALSC Purlins Webs Web Forces Per Ply(Ibs) Webs Tens.Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: E-J 509 -69 Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.90 1.00 TC 67 1.00 19.00 TC 39 19.00 21.90 BC 120 0.15 19.85 mwilili44►j Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. Wind •••. ` S�••• Wind loads based on MWFRS with additional C&C aaa V' • member design. g • �3g • o. 648 • ATE 01F #0 ONAIL- 08/01 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracingp installed per BCSI sections B3,B7 or 910, as applicabgle. Appy plates to each face oftrussand position as shown above and on the JoincDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinlComponents 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 handl 4 shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essronaf engineering responslbiltty solely for the design shown. The suiCability Suite 150 and use of this drawing, for any structure is the responsibility of the Building DesigrSer per ANSI/TPI 1 Sbc.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.sbdndustry.corn,ICC www.iccsafe.or Orlando FL,32837 Jobfiumber: 3420178 Ply: 1 SEAN:808972 /T29 HIPS Cust:R9353 JRef: 1W3093530006 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 2 �FROKRCT DrwNo: 213.17.1504.21880 Truss Label: P89 JB / DF 08/01/2017 1 '14 20', 10" 5 4'0"3 8' 12' 15'11"13 19'1"2 19'1'7 -- 10" 3'1"43'11"13 4' 3,11„13 3'1"4 "5 =4X6 =4X4 E F T v 12 6 a 1.5X4 1.51 D f` N V 54X4 �4H4 T1 B C l � TS A L K J 2X5(A1) =3X4 =3X6 =2X5(A1) 8' 3'10"4 8'1"12 2 2' 8' 11' 0"4 20' 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.035 L 999 240 B 871 /196 /497 /- /153 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.079 L 999 180 1 871 /196 /497 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 K - - Wind reactions based on MWFRS EXP.C Des Ld: 37.00 Mean Height:24.32 ft � ) � q HORZ L: 0.037 K B Min B Width Re 1.5 TCDL:4.0 psf NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 1 Min Bing Width Req= 1.5 id surface.B&I are a s rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.990 Bearings g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.511 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.096 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 440 -1134 F-G 389 -957 Lumber C-D 448 -1119 G-H 448 -1118 D-E 391 -961 H-1 440 -1133 Value Set:13B(Effective 6/1/2013) E-F 400 -819 Top chord 2x4 SP#2311,T5 2x6 SP#2: Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"138"uses design values approved 1/30/2013 by ALSC B-L 943 -244 K-1 943 267 L-K 816 -135 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.90 1.00 TC 66 1.00 8.00 TC 48 8.00 12.00 TC 66 12.00 19.00 N!►j TC 39 19.00 21.90 �• (�S � l •4� BC 120 0.15 19.85 Apply OCown lunless shrotherwi a aboveW filters at chords above oAV• ' • ' •..1� • Wind o. 648 Wind loads based on MWFRS with additional C&C : • member design. ATE #02 8 aNAL •v��` 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT""' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rad ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face.of truss and position as shown above and on the Joinl9Detalls, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinhgComponents Group Inc.shall not be responsible for any deviation from this drawino any failure to build the „„r c truss in conformance with ANSI/TPI 1,or for handling,s ippinq,installatidn and bracing of trussesA seal on this dr wi g or cover page,, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of professionarr en ineenng responsibilittyy solely for the desi n shown. The sui bility Suite 150 and use of this awing for any structure is the responsibilit�of the Building DesigrSer perANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t insl.or ;SBCA: www.sbcindust .com;ICC: w Jcrsafe.org Orlando FL,32837 Jog Number: 342017B Ply: 1 SEQN:809165 /T1 HIPS Cust:R9353 JRef: 1W3093530006 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 2 FROM:RCT DrwNo: 213.17.1504.24723 Truss Label: P90 JB / DF 08/01/2017 1 14 �l�o, 10" „5 6' 10' 14' 19'1"2 1P9, 1'7 10" 5'1"2 4' 4' S'1"2 "5 =4X6 1111.5X4 =4X6 D E F T 12 6 CM o_4X4 4G4 ec T1 H v T5 u Bl A L K J 4X4(A2) 1111.5X4 =3X8 1111.5X4 =4X4(A2) 2, 6'1"12 3'10"4 3'10"4 6'1"12 6'1"12 10' 13'10"4 20' 2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.087 E 999 240 B 1408 /536 !- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.201 E 999 180 H 1408 /536 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.035 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:23.82 ft HORZ(TL): 0.081 J - - B Min Brg Width Req= 1.7 NCBCLL:0.00 Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.7 TCDL:4.0 psf Bearings B&H are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.986 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.989 Re Factors Used:No Max Web CSI: 0.171 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft p Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 789 -2190 E-F 779 -2221 Lumber C-D 779 -2176 F-G 779 -2176 D-E 779 -2221 G-H 789 -2190 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2:T1,T5 2x6 SP#2: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set 136"uses design values B-L 1857 -646 K-J 1874 -647 approved 1/30/2013 by ALSC L-K 1874 -647 J-H 1857 -646 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) D-L 396 -17 K-F 450 -172 TC 39 -1.90 6.00 D-K 450 -172 J-F 396 -17 TC 41 6.00 14.00 E-K 283 -415 TC 39 14.00 21.90 BC 83 0.15 19.85 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. Loading1�.�.5'� • • es�% #1 hip supports 6-0-0 jacks with no webs. V V' Left side jacks have 6-0-0 setback with 0-0-0 cant and 2-0-0 overhang.End jacks have 6-0-0 setback $ ; O. 648 • with 0-0-0 cant and 2-0-0 overhang.Right side jacks $ ; a have 6-0-0 setback with 0-0-0 cant and 2-0-0 overhang. • is ,�0 AT ;•t,_ Wind % ; • v Wind loads and reactions based on MWFRS. '6��o dam•••;cL OR��P••���'�� #0 278yryy�LS�yS�ONA�• "WtJrypW Wµ1M� 08/01/2017 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r sa shipping, practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attachetl rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face.of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building omponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the µ,,,,,,ms truss in conformance with ANSI/0 1 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro esseona engineering responsibility solely for the design shown. The suif-ability Suite 150 and use of this drawing for any structure is the responsibility 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: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .corn;ICC: www.eccsafe.or Orlando FL,32837 Job Number: 3420178 Ply: 1 SEQN:809209 /T17 SPEC Cust:R9353 JRef: 1W3093530006 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1504.27710 Truss Label: Q91 JB / DF 08/01/2017 ,1„ 1'0" 24 8' 14'11" 1f1111�4 3 1'0"12 6111" + 6'11" &4 sr 4X4ET1) T 12 4 T2 T co T3 04X4 4X4 0 B C E F in I A u G H 2X4(A1) 1111.5X4 -=2X4(Al) 16' 2' 8.81 i 86 , 2' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A 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): 0.026 H 999 240 B 712 /240 /334 /- /71 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.056 H 999 180 F 712 /240 /334 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 H - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.024 H B Min Brg Width Req= 1.5 Mean Height:30.85 ft NCBCLL: 10.00 TCDL:4.0 psf Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.989 Bearings B&F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to In TPI Std: 2007 Max BC CSI: 0.643 Re Factors Used:Yes Max Web CSI: 0.129 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 382 -992 D-E 394 -985 Lumber C-D 394 -985 E-F 382 -992 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x6 SP#232,T3 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-H 878 -243 H-F 878 -243 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.93 1.15 TC 64 1.15 15.25 TC 39 15.25 17.93 BC 120 0.15 15.85 ►Qy Apply purlins to any chords above or below fillers r 0. at 24' OC unless shown otherwise above. Wind L� �O- ` s�•• Wind loads based on MWFRS with additional C&C member design. �� • • o. 848 • ATE #0 278 QNAI 08/01/2017 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicabgle. AppToy plates to each face,oftrussand position as shown above and on the Joint"Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MMCPnW truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of protessionar engineering responsibility solely for the design shown. The suitability Suite 150 and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIffPI 1 S-ec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al inaitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .com;ICC: www.iccsafe.or Orlando FL,32837 Job dumber. 3420178 Py: 1 SEAN:809206 /T2 HIPS Cust:R9353 JRef: 1W3093530006 550 TIMBER BRIDGE LANE DUVAL CTY City: 2 FROM:RCT DrwNo: 213.17.1504.30397 Truss Label: 092 JB / DF 08/01/2017 1„ 16' 1'0" 4 6' 10' 14'11" if-1 1' 1p412 1-0"12 4'11" 4' 4'11" "4 5X7 =5X4 12 D E T 4 4X4 T 4X4 F w So T1 B C G T5 1 A JH 4X4(A2) 1111.5X4 =3X4 =4X4(A2) 2 6112 3'612 6'3"8 2 6112 9'8"8 16' Loading Criteria(psr) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.079 J 999 240 B 1124 /581 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.179 J 999 180 G 1124 /581 /- /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.027 1 - - Wind reactions based on MWFRS ean Height:30.51 ft Des Ld: 37.00 Ma.C HORZ(TL): 0.061 1 B Min Brg Width Req= 1.5 Me NCBCLL:0.00 TCDL:4.0 psf Code I Misc Criteria Creep Factor:1.5 G Min Br 9 Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.963 Bearings B&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.958 Re Factors Used:No Max Web CSI: 0.152 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft p Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 1035 -2157 E-F 1028 -2143 Lumber C-D .028 -2150 F-G 1034 -2151 D-E 935 -2021 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 71,T5 2x6 SP#2: Maximum Bot Chord Forces Per Pty(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"l 3B"uses design values B-J 1976 -929 1-G 1971 -928 approved 1/30/2013 by ALSC J-1 2001 -932 Pur ins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) D-J 388 -57 I-E 398 -59 TC 39 -1.93 1.15 TC 42 1.15 15.25 TC 39 15.25 17.93 BC 68 0.15 15.85 "U NAM% Apply purlins to any chords above or below fillers Q cy, at 24' OC unless shown otherwise above. �9- Loading �fl.`••; • • •S�••r'!/ #1 hip supports 6-0-0 jacks with no webs. �j • i a,� • Wind Q, 848 i • • Wind loads and reactions based on MWFRS. • 1 . 1 • R • 7� = •,o; ATE #0 278 %Riy S�ONAI E� oaio v2o�i 7��"'"N` "WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attached ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3,B7 or 1310, as applicable. Appy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg� omponents Group In,shall not be responsible for any deviation from this drawing,any failure to build the �,,,�,,,o,,,,,,„r truss in conformance with ANSI/T 11,or for handlin,s ippinq,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essfonarr en ineerinq responsibilittyv solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is fhe responsibilit7of the Building Desigrfer per ANSI/TPI 1 S-6c.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t instor ;SBCA: www.sbcindusl .com;ICC: vn Jccsafe.org Orlando FL,32837 Job Number. 342017B Ply: 1 SEON:809218 /T31 MONO Cust:R9353 JRef: 1W3093530006 550 TIMBER BRIDGE LANE DUVAL CTY City: 4 FROM:RCT DrwNo: 213.17.1504.32273 Truss Label: R93 JB / DF 08/01/2017 1 14 10,19� �15 354 Q8 10"9 2'6"6 't 5141 1111.5X4 E D T2 I 12 6 ,4X4 ,-° -00 C N B 1 1 � A G F 1111.5X4 2X4(A1) 3'5"4 3'5"4 I A�� f"3 'i '10'8 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): 0.003 G 999 240 B 300 /106 /212 /- /128 /55 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.007 D 999 180 F 107 /59 /66 /- /- /-'- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 G - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:23.29 ft HORZ(TL): 0.005 D B Min Brg Width Req= 1.5 NCBCLL: 10.00 Code I Misc Criteria Creep Factor:1.5 G Min Br 9 Width Req= - TCDL:4.0 psf rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.293 Bearing B is a surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.130 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.111 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2:T2 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"136"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.90 1.00 TC 39 1.00 3.88 BC 45 0.15 3.88 Apply purlins to any chords above or below fillersidNtpt� at 24"OC unless shown otherwise above. ��15 c► w /��g� Wind O` •■�7'!■L•r�•• �`fi Wind loads based on MWFRS with additional C&C Q 000 tS�••• member design. • o. 648 ■■ • _� ,ro•, ATE � "'��jc�••:c�O tc � #0 278�y�•ss� JIVAL. W 08/01/2017 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fbr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attachetl rigid ceiling Locations shown forpermanent lateral restraint of webs shall hav br cin installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on tare Joini9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the µ , truss in conformance with ANSI n,$gPl 1,or for handling,shipping,installatldn and bracing of trussesA seal on this dr wing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibilittyy solely for the desi n shown. The suiTablllty Suite 150 and use of this drawing 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: w .al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .corn;ICC: w Jccsafeorq Orlando FL,32837 Joti Number: 3420178 Ply: 1 SEAN:809215 /T21 MONO Cust:R9353 JRef: 1W3093530006 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1504.33580 Truss Label: R94 JB / DF 08/01/2017 1'4"4 6"8~2� 2'6"4 4' 8 88 1'2" + 1'S"12 , 1111.5X4 1111.5X4 E 12 T2 T 6 � \&4XC D B 0 iv T a 1 U Ll N A FH =5X7(1) G 1111.5X4[70] 1111.5X4 4' -{ 2'6"4 1'5"12 F' 2' �' 2,6.4 4, -1 (NNL) Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT LL: 0.008 C 999 240 ( ) H' 204 /244 /122 /- /128 /48.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.009 C 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 C - - B Min Brg Width Req= - Des Ld: 37.00 EXP.C HORZ(TL):-0.007 C Bearing B is a rigid surface. Mean Height:23.03 ft NCBCLL: 10.00 Code I Misc Criteria Creep Factor:1.5 TCDL:4.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.472 TPI Std: 2007 Max BC CSI: 0.131 Maximum Bot Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.150 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:Any FT/RT:20(0)/5(2) B-G 717 -130 G-F 691 -117 GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Maximum Web Forces Per Ply(Ibs) Lumber Wind Webs I ens.Comp Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-G 213 -416 Top chord 2x6 SP SS Dense:T2 2x4 SP SS Dense: member design. Bot chord 2x4 SP#2 Right end vertical exposed to wind pressure. Webs 2x4 SP#3 Deflection meets U240. Lumber value set"136"uses design values See DWGS A14030ENC101014&GBLLETIN1014 approved 1/30/2013 by ALSC for more requirements. Plating Notes (1)-plates so marked were sized using 0% Fabrication Tolerance, 2 degrees Rotational Tolerance,and/or zero Positioning Tolerance. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord, No Size Shift Bite No Size Shift Bite �+ y� [10] W1.5X4 S 2.50 ��J �,C '•4'�j� Purlins ••••� • ••••• f In lieu of structural panels or rigid ceiling use purlins v V'�•� S�•�'• to laterally brace chords as follows: • Chord Spacing(in oc) Start(ft) End(ft) TC 45 -1.90 1.62 }� o. 648 • TC 42 1.62 4.00 y3 • • BC 38 0.87 4.00 * : • • Apply purlins to any chords above or below fillers s • at 24"OC unless shown otherwise above. �4S„d'•• ATE Loading �'-r0••••.;CL op�v:•'••• �� Truss designed to support 2-0-0 top chord outlookers /C� •. �i> •.• [.���r4 and cladding load not to exceed 11.50 PSF one face 2y •"""'• V ,7� and 24.0"span opposite face.Top chord must not #0 278��'y ONAli_ � be cut or notched,unless specified otherwise. AWN 08/01/2017 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as applicable. Apply Oates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Bui ldi nl1 Components Group Inc.shall not be responsible for any deviation from this drawino any failure to build the n my Co P— truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wing or cover page.. 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essiona engineering responsibilittyv solely for the design shown. The suiTablllty Suite 150 and use of this drawing for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 S-ec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com;TPP www.t inst.or ;SBCA: www.sbcindust .com;ICC: www.iccsafe.or Orlando FL,32837 Job'Number. 342017B Ply: 1 SEAN:809170 /T37 EJAC Cust:R9353 JRef: IW3093530006 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 8 FROM:RCT DrwNo: 213.17.1505.02563 Truss Label: EJ95 JB / DF 08/01/2017 2 10"9 79 6' 10 99 r 4'11"14 , D T2 12 6 F:—,- N r` m i C 4 t0 1l7 O B Tri e7 t t .L A rRIF E 2X4(A1) 1111.5X4 2 6' 6' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI 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): 0.035 C 999 240 B 368 /58 /244 /- /125 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.086 F 819 180 E 107 /- /59 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.026 C - - D 132 /77 /72 /- /- /1.5 Des Ld: 37.00 EXP.C HORZ(TL): 0.066 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:23.82 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.0 psf E Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.433 g q= - Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.355 D Min B is Width Req= . MWFRS Parallel Dist:h/2 to h Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.100 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): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2:T2 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 44 -1.90 1.30 TC 63 1.30 6.00 BC 70 0.15 6.00 Apply purlins to any chords above or below fillersgl'i at 24"OC unless shown otherwise above. Wind ��•��••• • ••rr••�iI Wind loads based on MWFRS with additional C&C d aS�••'!/ member design. • r4 • O. 848 * : * % * ATE ;'Q #0 278 - ONA 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety or prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted othenvise,top chord shall have property attached structural sheathin and bottom chord shall have a properly attached rigid ceilln Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicable. Appy plates to each face.of truss and position as shown above and on the Join�Detalls, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin$gComponfnts Group Inc.shall not be responsible for any deviation from this drawin anV failure to build the µ„�Go~ truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this dr�wirsg or cover page,. 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro esstona, engineerin responsibility solely for the des�igqn shown. The suiTability Suite 150 and use of this drawing for any structure is[he responsibility of the Ouilding Desigrfer per ANSUTPI 1 S-ec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com,TPI: www. insLor ;SBCA: www.sbandust .com;ICC: wwwJcrsafe.org Orlando FL,32837 Job Number: 342017B Ply: 1 SEQN:809173 /T35 EJAC Cust:R9353 JRef: 1W3093530006 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 2 FROM:RCT DrwNo: 213.17.1505.04780 Truss Label: EJ96 JB / DF 08/01/2017 B 12 6 v i� ih A T 7•a C 1112X5(82) 6' 6' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 227 /5 /131 /- /88 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 115 /- /63 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 C B 158 /77 /88 /- /- /1.5 EXP.C HORZ ft � )L: 0.021 C Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:24.35 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 TCDL:4.0 psf C Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.662 9 g= - Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.411 B Min Bis Width Req= . MWFRS Parallel Dist:h to 2h Bearing A is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 6.00 BC 72 0.00 6.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind *�►s7 �i�` Wind loads based on MWFRS with additional C&C V •,•• ■ ■r•• f member design. ��+�,r•` S�•.•'(/ o. 848 ` r - r ■ 7y�_ i • ` r f • ATE ;• • O RtiV 'N� �'- #0 278 s/L 08/01/2017 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rl id ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 610, as applicable. Apply Oates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Bui ldinl Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the nwrrx:C.P— truss in conformance with ANSI PI 1,or for handli4 shipping,installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suitability Suite 150 and use of this gnawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: w .al ineitw.com;TPI: www.t inst.org;SBCA: w .sbcindust .tom;ICC: www.iccsafe.org Orlando FL,32837 Job Number. 3420178 Ply: 1 SEAN:809230 /T24 EJAC Cust:R9353 JRef: 1 W3093530006 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 6 FROM:RCT DrwNo: 213.17.1505.10630 Truss Label: EJ97 JB / DF 08/01/2017 1' "14 1'0"13 2 6' 10"13�r- 4,10"2 D 12 T2 4 � T 5X4 to C Cl) `° - B (V N V 1 A F E 2X4(A1) 1111.5X4 2 6' 6' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT: NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.039 C 999 240 B 365 /170 /198 /- /137 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.093 F 755 180 E 106 /- /59 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 C - - D 128 /117 /44 /- /- /1.5 Des LdMe : 37.00 a.C HORZ(TL): 0.050 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:30.51 ft TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 E Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.384 g q= - P D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.350 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.091 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2:T2 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"136"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 43 -1.93 1.45 TC 58 1.45 6.00 BC 70 0.15 6.00 Apply purlins to any chords above or below fillers �+ � at 24' OC unless shown otherwise above. Wind ��•'••• .•••••f�I Wind loads based on MWFRS with additional C&C Q • �, s� •'•i/ member design. • • O. 648 • ATE 4.• � #0 278 NAL 08/01/2017 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl id ceillnQ Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 1310, as applicable. Apply plates to each face.oftrussand position as shown above and on the Jolnf Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build inlgComponents 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,, 2400 Lake Orange Dr. "stingthis drawing indicates acceptance of pro esslona en ineering responsibility sole) for the design shoy7n. The suitabill Suite 150 and se of this drawing, for any structure is the responsibilityofthe Building Desigrfer per ANSI/TPI 1 Sgec.2. ri For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32837 Jvb Number: 342017B Ply: 1 SEAN:809176 /T36 HIP_ Cust:R9353 JRef: 1W3093530006 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 3 FROM:RCT DrwNo: 213.17.1505.13620 Truss Label: HJ98 JB / DF 08/01/2017 1'3"3 1 1715"4 4'0"13 8'S"1 r 1'2"15 2'9"10 4'4"5 E 12 T2 4.24 p 1.5X4 D i� io 4X4 B T rM A GF 2X4(A1) --4X4 �— 2'9"15 7'10"15 1 6" 7'10"15 8' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.014 D 999 240 B 376 /1711 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.031 D 999 180 F 214 /13 /- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 G - - E 182 /129 !- /- /- /1.5 Des Ld: 37.00 EXP.C HORZ(TL): 0.010 G Wind reactions based on MWFRS Mean Height:23.81 ft B Min Br Width Re 1.5 NCBCLL:0.00 Code/Misc Criteria Creep Factor:1.5 9 Q= TCDL:4.0 psf F Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.452 g 4= - Load Duration:1.25 TPI Std: 2007 Max SC CSI: 0.494 E Min Bis Width Req= . MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.145 Loc.from endwall:NA FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2 72 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"136"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 52 -2.75 1.33 TC 75 1.33 8.42 BC 99 0.15 8.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Ov ••••` ` `r•••/��`r Hipjack supports 5-11-8 setback jacks with no webs. 3� • SF•••• Wind g a • Wind loads and reactions based on MWFRS a. 648� : ' 44�4 • .o:• ATE ;' . w #0 278'y��'` ONA�f]... 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted c herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCS]sections B3,B7 or 910, as applicable. Apply plates to each face oftruss 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 Build incLComponents Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the ,,,,,,w;a,,— truss in conformance with ANSUTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona en ineerinq responsibilit�solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building DesigrSer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www. inst.or ;SBCA: www.sbcindust .com;ICC: www.iccsafe.or2 Orlando FL,32837 Job Number.. 3420178 Ply: 1 SEON:809187 /T4 HIP_ Cust:R9353 JRef: 1W3093530006 550 TIMBER BRIDGE LANE DUVAL CTY Otv: 1 FROM:RCT DrwNo: 213.17.1505.15890 Truss Label: HJ99 JB / OF 08/01/2017 6"4 7'6"7 6"4 7'0"3 C 12 4.24 m r III 1.5X4 in A B T F E D III 1.5X4[3] 6"4 7'0"3 6"4 7'6"7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL I W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.020 A 999 240 F 180 /61 /- /0 /0 /_ BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.041 A 999 180 D 107 /- /47 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 A - - C 253 /169 /- /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:24.50 ft HORZ(TL):-0.014 A Wind reactions based on MWFRS NCBCLL:0.00 TCDL:4.0 psf . Code I Misc Criteria Creep Factor: 15 F Min Brg Width Req= - D Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.490 g q= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.208 C Min Brg Width Req= Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.014 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration: 1.33 WAVE VIEW Ver: 17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP SS Dense Bot chord 2x6 SP#2 Webs 2x6 SP#2 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [3] W1.5X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use purlins IRNA u to laterally brace chords asfollows: Chord Spacing(in oc) Start(ft) End(ft) '` !' TC 75 0.00 7.54 OOV r••• • rr•• ry BC 75 0.00 7.54 ••r'` S •••• Apply purlins to any chords above or below fillers �,, • at 24"OC unless shown otherwise above. i • • e • Loading ; O. 648 • r • Hipjack supports 6-0-0 setback jacks with no webs. * *, • Wind TS • • Wind loads and reactions based on MWFRS. s .Q�: Q #0 27$ s/iOq ,�it� 08/01/2017 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as appllcabe. Appy plates to each faceof truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group InC shall not be responsible for any deviation from this drawin any failure to build the µw; truss in conformance with ANSI/TPI 1,or for handlirSq shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineeringg responsibility solely for the design shown. The suitability Suite 150 and use of this gnawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sgec.2. For more information see this bb's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindusl .corn;ICC: www.iccsafe.org Orlando FL,32837 Job'Number. 3420178 Ply: 1 SEQN:809221 /T7 HIP_ Cust:R9353 JRef: 1W3093530006 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 4 FROM:RCT DrwNo: 213.17.1505.18200 Truss Label: HJ100 JB / DF 08/01/2017 3 4'3"2 8'5"2 1'1"7 1 3'1"8 T 4'1"15 1 E 2.83 p ;1.5X4 T2 D o_ :4X4 so B C A 1 ih H GF 2X4(A1) =4X4 2'9"15 7'10"1 1 7"11 7'10"1 8'542 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U1 /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.024 G 999 240 H 370 /222 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.039 D 999 180 F 219 /34 /- /0 /0 /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 G - - E 172 /156 /- /- /- /1.5 Des Ld: 37.00 EXP:CMean Height:30.51 ft HORZ(TL): 0.011 G - - Wind reactions based on MWFRS NCBCLL:0.00 Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 TCDL:4.0 psf F Min Brg Width Req= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.433 TPI Std: 2007 Max BC CSI: 0.516 E Min Brg Width Req= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.169 Bearing H is a rigid surface. Loc.from endwall:NA FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 308 -447 C-D 308 -447 Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2 72 2x4 SP#2: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-G 424 -279 approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. In lieu of structural panels or rigid ceiling use purlins D-G 293 -446 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 49 -2.78 1.19 TC 75 1.19 8.42 BC 99 0.15 8.42 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. (Z-51., �S �)c Loading O� ••••° °••••��/� Hipjack supports 5-11-8 setback jacks with no webs. © •��� S�` ••� Wind • O' 648 ° • V•t Wind loads and reactions based on MWFRS. _ : • • S l • w� #0 278',��y 08/01/2017 ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigpid ceiling Locations shown forpermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10, as appllcab"le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin anyy failure to build the N w a• truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drowing or cover page_, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro7essionar engineering responsibility solely for the design shown. The suiCablllty Suite 150 and use of this rawing for any structure is the responsibility of the building Desigrier per ANSI/TPl 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .com;ICC: www.iccsafe.or Orlando FL,32837 Job Number. 3420178 Ply: 1 SEQN:809179 /T6 JACK Cu t:R9353 JRef: 1W3093530006 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 7 FROM:RCT DrwNo: 213.17.1505.20650 Truss Label: CJ101 JB / DF 08/01/2017 2 10"9 19 3'11"11 10 99 I 2'11"9 D T2 12 6 5X4 c a C r` !h fV O B fV 1 1 CA F E 2X4(A1)III 1.5X4 3'11"11 3'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.008 C 999 240 B 303 /96 /210 /- /122 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.021 F 999 180 E 67 /- /38 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 C - - D 75 /63 /39 /- /- /1.5 Des Ld: 37.00 EXP.C HORZ(TL): 0.016 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.31 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.0 psf E Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.194 g q= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.138 D Min Brg Width Req= - Spacing:24.0 C&C Dist a:3.00 ft P Re Factors Used:Yes Max Web CSI: 0.033 Bearing B is a rigid surface. " Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2 72 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"ll 3B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 44 -1.90 1.30 TC 36 1.30 3.97 BC 46 0.15 3.97 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above.Wind Wind loads based on MWFRS with additional C&C Q�`'..•`••• a aS.n'••Y•/�y member design. • V' ` • O. 8480. z= „�:. ATE #0 278����iyy /�A � 08/01/2017 ►�' "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ri id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each faceofptruss 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 BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,nwc H truss in conformance with ANSI/PI 1,or for handling,shipping,Installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. "stingthis drawing indicates acceptance of pro essrona en ineenng responsibility solely for the design shown. The suitability Suite 150 and se of this thawing for any structure is pro) responsibilityofthe Building Desigrfer per'ANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www. instor ;SBCA: www.sbandust .com;ICC: www.icesafe.org Orlando FL,32837 Job Number: 342017B Ply: 1 SEQN:809184 /T39 JACK Cust:R9353 JRef: 1W3093530006 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 7 FROM:RCT DrwNo: 213.17.1505.31257 Truss Label: CJ102 JB / DF 08/01/2017 1i Q"2 10"9 9 1'11"11 10"9 �9� D 12 5X4 T2 6 � T B N O 617 � O A- 11 N A 1111.5X4 E 2M(A1) 2, 1'11"11 1'11"11 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.002 C 999 240 B 263 /106 /200 /- /74 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 C 999 180 E 20 /29 /41 /- /- /1.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.001 C - - D 11 /10 /15 /- /- /1-5 Des Ld: 37.00 EXP.C HORZ(TL): 0.002 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.81 it Code/Misc Criteria Creep Factor.1.5 B Min Brg Width Req= 1.5 TCDL:4.0 psf E Min Brg Width Req Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Mau TC CSI: 0.291 D Min BrWidth Re Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.131 g q- . Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.024 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2:T2 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 44 -1.90 1.30 TC 9 1.30 1.97 BC 22 0.15 1.97 Apply purlins to any chords above or below fillersitttillltlt at 24"OC unless shown otherwise above. t+ �f _���,ry, Wind O� ••••• ■ .(.•�`•••�� Wind loads based on MWFRS with additional C&C AV member design. .� • / s .®w ATo. 648 E 'Q �"+4wtltwu+l�►"`" 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shippin installing,and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fo'r saffety�ractices pnor to performing these functions. Installers shall provide tempora rryv bracing per BCSI.Unless noted o herwise,top chord shall have property attached structural sheathingg and bottom chord shall have a properly attached ri91d ceiling Locations shown for permanent lateral restraint of webs shall have bracingq insTalled per BCSI sections 83,87 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 A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shippin?,installation and bracing of,trussesA seal on this droving or cover page,. 2400 Lake Orange Dr. listingthis drawing indicates acceptance of pro)essiona en ineenng res onsibilrttyv solely for the des/ n shown. The sul bili Suite 150 and se of this drawing, for any structure is tie responsibility g of the Building Desigrfer perANSIITPI 1 S2c.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .corn;ICC: w Jccsafe.or Orlando FL,32837 JoItNumber. 342017B Ply: 1 SEAN:809190 /T27 JACK Cust:R9353 JRef: 1W3093530006 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1505.33893 Truss Label: CJ103 JB / DF 08/01/2017 5"4 3'4"3 1 5"41 2'10"15 12 C 6 1111.5X4 o N B r A MN T " 1 FII 1..5X4 D 5"4 2'10"15 5"4 3'4"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.003 B 999 240 F 127 /27 /83 /- /- /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.007 B 999 180 D 69 /- /38 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 B - - C 84 /18 /36 /- /48 /1.5 Des Ld: 37.00 M a.C HORZ(TL): 0.004 B Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:24.00 ft TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= -Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.238 D Min Brg Width Req= Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.148 C Min Brg Width Req= Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.055 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set 1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 45 0.00 3.35 BC 40 0.00 3.35 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above— Wind ``��►S Fe �4 Wind loads based on MWFRS with additional C&C �v f.•ff ' •••.f member design. Q •O_ ` s�••4/� v i • O. $4$ f • f ATE r'� #0 278LIF IV Mt. b s f•• OB/Ol/2017 �� **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fbr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwlse,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigpid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3,B7 or B10, as applicable. Apply Oates to each face ortruss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin�any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wing or cover page., 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essrona, engineering responsibilitysolely for the desi n shown. The suif-ability Suite 150 and use of this drawing for any structure is the responsibility of the building Desiger per ANSI/TPI 1 S�c.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .com;ICC: www.iccsafe.or Orlando FL,32837 Jot!Number. 342017B Ply: 1 SEAN:809193 /T34 JACK Cust:R9353 JRef: IW3093530006 550 TIMBER BRIDGE LANE DUVAL CTY Oty: 1 FROM:RCT DrwNo: 213.17.1505.35753 Truss Label: CJ104 JB / DF 08/01/2017 5"4'� 10"15 54 12 6 C 1111.5X4 T B T T o N M � Li i1 F E D 1111.5X4 5"4 1'4"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CS1 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): 0.001 A 999 240 F 51 /9 /33 /- /- /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 A 999 180 D 30 /- /19 /- /_ /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 A - - C 27 /5 /11 /- /19 /1.5 Des Ld: 37.00 EXP.C HORZ(TL): 0.001 A Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:23.50 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - TCDL:4.0 psf D Min B Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.022 q= Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.029 C Min Brg Width Req= Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.024 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 18 0.00 1.35 BC 16 0.00 1.35 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind ``��►�7 Fe �4f Wind loads based on MWFRS with additional C&C ��•••`•• ' •••.••!'(/ member design. h �•- ` S�•• i • ` O. 648 �'�a,�F••;cC OR\V,* #0 27s'�y, s/AL 08/01/2o17 "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 Componenf Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide tempora rryy bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro e% attachetl rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810 as applicable. Apply plates to each face,oftrussand position as shown above and on the Joint9Details, unless noted otherwise. kefer to' ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawing,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,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essronar engineering responsibility sole for the design shown. The suifablllty Suite 150 and use of this yawing for any structure is the responsibility of the Building Desig er pe ANSIlfPI 1 5-ec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .com;ICC: wwwiccsafe.or Orlando FL,32837 Jch Number. 3420178 Ply: 1 SEAN:809227 /T12 JACK Cust:R9353 JRef: 1W3093530006 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 8 FROM:RCT DrwNo: 213.17.1505.39780 Truss Label: CJ105 JB / DF 08/01/2017 1 "14 1'0"12 2 3'11"11 1'0'12�I 2,913 D 12 4 T2 T 5X4 T B C ch 1 AC F E III 1.5X4 2X4(A1) 3'11"11 2' + 3'11"11 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.010 C 999 240 B 301 /149 /170 /- /99 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.022 F 999 180 E 67 /- /38 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 C - - D 71 /64 /26 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:30.18 ft HORZ(TL): 0.012 C Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 E Min Br Width Re Soffit: 2.00 BCDL:5.0 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.188 g g= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.137 D Min Brg Width Req= Re Factors Used:Yes Max Web CSI: 0.029 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2:T2 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 43 -1.93 1.45 TC 32 1.45 3.98 BC 46 0.15 3.98 Apply purlins to any chords above or below fillers �NVtjy� at 24"OC unless shown otherwise above. Wind �v ••f•• ' ••••f �y Wind loads based on MWFRS with additional C&C ���� S�% member design. • f4 • o. 648 ' f • ATE ss 40278 NAL saotl;�aa �� 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach6d ri9id ceiling Locations shown for_permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicable. Apply Oates to each face otruss and position as shown above and on the Joint9Details, unless noted otherwise. 17efer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,hY truss in conformance with ANSI rf PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listingthis drawing,indicates acceptance of professfonar en ineenno res onsibility sole for the des i n shown. The suitabllt Suite 150 and se of this drawing for any structure is the responsibilit?of the Building Designer peryANSI/TPI 1 W.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .tom;ICC: www.iccsafe.or Orlando FL,32837 Jeb Number: 3420178 Ply: 1 SEQN:809224 /T13 JACK Cust:R9353 JRef: 1W3093530006 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 8 FROM:RCT DrwNo: 213.17.1505.43230 Truss Label: CJ106 JB / DF 08/01/2017 1',1,"14 '0"12 11"11 1'0"12-''--9"1~3 1 12 p 4 � ;5XC4 T2 B T (V u7 F E III 1.5X4 1 2X4(A1) 2' 1'11"11 1'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl 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 /L1 /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.002 C 999 240 B 262 /172 /158 /- /61 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 C 999 180 E 20 /22 /48 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C - - D 7 /12 /14 /- /- /1.5 EXP:C Des Ld: 37.00 HORZ(TL): 0.001 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:29.84 ft TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.281 E Min B Width Re = - p D Min Brg Width Reg = - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.104 Re Factors Used:Yes Max Web CSI: 0.017 Bearing B is a rigid surface. Spacing:24.0" C&C Dista:3.00 ft p Loc.from endwall:Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2 32 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"Il 3B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 43 -1.93 1.45 TC 7 1.45 1.98 BC 22 0.15 1.98 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. z Wind Q�••f••• • •sem'•!� Wind loads based on MWFRS with additional C&C member design. i o. 848 f • is .p'; ATE ,•' s #02 8 NAL 08/01/2017 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)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 properly attachetl ri id ceilln Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as appllcati e. Appy plates to each face,oftrussand position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildl1'ng Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with AN 1,or for handlin j shipping,installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listingthis drawing,indicates acceptance of pro esslona en ineerinq responsibility sole for the design shown. The sur abili Suite 150 and se of this awing for any structure is the responsibilityofthe Building Desigrfer peryANSI/TPI 1 S�c.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com,TPI: wwwApinst.org;SBCA: www.sbcindust .corn;ICC: w Jccsafe.or Orlando FL,32837 OFFICE COPY Alpine, an ITW Company 2400 Lake Orange Dr.,Suite 150 Orlando,FL 32837 Phone:(800)755-6001 ALPINE w��MaN alpineitw.com Site Information: Customer. Gleckler&Sons Building Supply Job Number: 342017A JobDescription: 550 TIMBER BRIDGE LANE DUVAL CTY Address: City, State,Zip: ATLANTIC BEACH," Name, Address and License #of Structural EOR if one exists for the building: Name: LUIS PONTIGO 53311 License#: LUIS PONTIGO 53311 State: Address: 496 OSCEOLA AVE JACKSONVILLE,FL,32250 City, State,Zip: Job Engineering Criteria: Design Code: FBC 2014 RES View Version: 17.01.00.0525.17 JRef#. 1W3093530007 Wind Standard., ASCE 7-10 Wind Speed(mph): 130 Roof Load(psf): 20.00-7.00-0.00- Floor Load(psf): None 10.00 This package contains a job notes page, 87 truss drawings and 4 details. Item Seal# Truss Item Seal# Truss 1 213.17.1508.07150 F1 2 213.17.1508.11960 F2 3 213.17.1508.46137 F3 4 213.17.1511.02540 F4 5 213.17.1511.04813 F5 6 213.17.1511.06767 A6 7 213.17.1511.08750 A7 8 213.17.1511.10360 A8 2-PLY 9 213.17.1511.12147 B9 10 213.17.1511.13780 B10 11 213.17.1511.16710 611 12 213.17.1511.18620 B12 13 213.17.1511.20460 B13 14 213.17.1511.21787 B14 15 213.17.1511.23427 C15 16 213.17.1511.24800 C16 17 213.17.1511.26363 C17 18 213.17.1513.01590 C18 19 213.17.1513.13057 D19 20 213.17.1513.23817 D20 21 213.17.1513.37123 D21 22 213.17.1513.41553 D22 23 213.17.1513.56677 E23 24 213.17.1513.58303 E24 25 213.17.1514.00877 E25 26 213.17.1514.02557 E26 27 213.17.1514.04287 E27 28 213.17.1514.05793 E28 29 213.17.1514.07530 E29 30 213.17.1514.09673 E30 31 213.17.1514.11337 G31 32 213.17.1514.13157 G32 33 213.17.1514.15230 G33 34 213.17.1514.17227 G34 35 213.17.1514.19763 G35 36 213.17.1514.21683 G36_ 1M a. 848 i F rlpQ ��ONAt.ti� ,:rnl"MWu1u0, This document has been electronically signed ar,sealed using a Digital Signature.Printed copies without an original signature must be verified using the original electronic version. Florida Certificate of Product Approval#FL1999 Printed 8/1/2017 3:26:10 PM Alpine, an ITW Company 2400 Lake Orange Dr.,Suite 150 Orlando,FL 32837 ALPINE Phone:(800)755-6001 AN 1t COMPANY alpineitw.com Site Information: Customer: Gleckler&Sons Building Supply Job Number: 342017A JobDescription: 550 TIMBER BRIDGE LANE DUVAL CTY Address: City, State,Zip: ATLANTIC BEACH," Item Seal# Truss Item Seal# Truss 37 213.17.1514.23517 G37 38 213.17.1514.24807 G38 39 213.17.1514.26757 H39 40 213.17.1514.28463 H40 41 213.17.1514.30103 H41 42 213.17.1514.31503 H42 43 213.17.1514.33097 143 44 213.17.1514.34770 J44 45 213.17.1514.36467 J45 46 213.17.1514.38767 K46 47 213.17.1514.40773 K47 48 213.17.1514.42360 K48 49 213.17.1514.44420 L49 50 213.17.1514.51310 L50 51 213.17.1514.53610 L51 52 213.17.1514.55207 M52 53 213.17.1515.30657 N53 54 213.17.1515.33940 N54 55 213.17.1515.36827 055 56 213.17.1515.39147 EJ55 57 213.17.1515.40823 EJ56 58 213.17.1515.44423 EJ57 59 213.17.1515.47423 EJ58 60 213.17.1516.13740 EJ59 61 213.17.1516.15670 EJ60 62 213.17.1516.18030 EJ61 63 213.17.1516.19810 EJ62 64 213.17.1516.21633 EJ63 65 213.17.1516.23760 EJ64 66 213.17.1516.26327 EJ65 67 213.17.1516.28530 EJ66 68 213.17.1516.30373 EJ67 69 213.17.1516.32140 EJ69 70 213.17.1516.35320 EJ70 71 213.17.1516.37737 HJ71 72 213.17.1516.39317 HJ72 73 213.17.1516.41057 HJ73 74 213.17.1516.42543 HJ74 75 213.17.1516.44183 HJ75 76 213.17.1516.45630 HJ76 77 213.17.1516.47720 HJ77 78 213.17.1516.49850 HJ78 79 213.17.1516.51580 CJ79 80 213.17.1516.53183 CJ80 81 213.17.1516.54757 CJ81 82 213.17.1516.56640 CJ82 83 213.17.1517.00913 CJ83 84 213.17.1517.39890 CJ84 85 213.17.1517.42840 CJ85 86 213.17.1517.44697 CJ86 87 213.17.1517.49263 CJ87 oe 0. 648 • w • 40 It J �ONAt E ' rrryur4rp+WWu��11� This document has been electronically signed _cd sealed using a Digital Signature.Printed copies without an original signature must be 08/0!,'2017 verified usi rg the original electronic version. Florida Certificate of Product Approval#FL1999 Printed 8w2017 3:26:10 PM Job Number. 342017A Ply: 1 SEQN:809316 /T3 SY42 Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qtv: 1 FROM:RCT DrwNo: 213.17.1508.07150 Truss Label: F1 JB / DF 08/01/2017 8'11"8 10'11"8 19'11" 8'111"8 2' 8111,18 76° 2'6°12- - 2'6"12 ? "4{ 1'0"4}--2'6"12-}- 2-6-12 �{ (TYP) 1117x8 1117x8 =1.5XJA =H10110[4] =7X8 1115XD6 E F 1115X6 =7X8 =H1010[19] =1.SXJ1 TW3 W18 W20 awe C14 w 1 ip VV W V U T S R Q P 0 N VXZZLY 1114X6 IIIH1315 IIIH1010 1116X6[8][8] 1114X6 1114X6 1116X6[15][15] IIIH1010 M 1114X6 IIIH1315 19'11" 19,1111- Loading 9'11"Loading Criteria(psf) 1 Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.164 E 999 360 W 3015 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.690 E 316 240 Y* 1477 /- /_ /_ /_ /29.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.021 B - - L /746 Des Ld: 55.00 EXP:NA HORZ(TL): 0.089 B W Min Brg Width Req= - Mean Height:NA ft M Min Br Width Re NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 9 q TCDL:NA psf Bearing M is rigid surface. Soffit: 2.00 gCDI:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.992 g a g Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.617 Re Factors Used:Yes Max Web CSI: 0.931 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft P Loc.from endwall:NA FT/RT:12(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE,HS VIEW Ver:17.01.00E.0525.17 A-B 0 -1842 F-G 0 -7354 Lumber Additional Notes B-C 0 -4970 G-H 0 -5778 C-D 0 -6876 H-1 0 -3058 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail D-E 0 -7378 I-J 701 0 Top chord 4x2 SP SS Dense STRBRIBR1014 for bracing and bridging E-F 0 -7383 Bot chord 4x2 SP SS Dense recommendations. Webs 4x2 SP#3:W3,W5,W18,W20 42 SP#2: Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values Wall girder loading on this truss. Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC V-U 3744 0 Q-P 6813 0 Special Loads U-T 6212 0 P-0 4748 0 ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) T-S 6212 0 O-N 4748 0 TC-From 335 plf at 0.13 to 335 plf at 19.79 S-R 7412 0 N-M 1512 0 R-Q 7383 0 Plating Notes All plates are 2X5 except as noted. Maximum Web Forces Per Ply(Ibs) Plate Shift Table AMIAfyp� Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord fq A-W 0 -2772 Q-G 1127 0 No Size Shift Bite No Size Shift Bite •■■■ . ..•� r A-V 3183 0 G-P 0 -1780 [4] H1010 4.75 L 2.75 [8] W6X6 3.50 L 2.75 ■• ••� V-B 0 -3272 P-H 1717 0 [15] W6X6 3.50 R 2.75 (19] H1010 4.75 R 2.75 Q •� • B-U 2110 0 H-N 0 -2817 U-C 0 -2070 N-1 2660 0 Purlins ;e eQ • C-S 1107 0 I-M 0 -3806 In lieu of structural panels or rigid ceiling use purlins : V S-D 0 -922 M-J 0 -1280 to laterally brace chords as follows: 1 : * * F-Q 0 -808 Chord Spacing(in oc) Start(ft) End(ft) 7� : • • TC 77 0.25 19.67 r �" ATE •: BC 120 0.25 19.67 3 : • Apply purlins to any chords above or below fillers . : • . at 24"OC unless shown otherwise above. 4�� �%.••/C�0R`9 V�' Deflection � (� ~�■ Max JT VERT DEFL:LL:0.16"DL:0.52".See detail #0 278 ���fy SIONAL�� DEFLCAMB1014 for camber recommendations. ' !rrp�uw 08/01/2017 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown forermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as applicable. AppTgy plates to each face ofptruss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the w truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listingthis drawing indicates acceptance of pro7essionar en ineennq res onsibilitty�sole for the design shown. The suifabili Suite 150 and se of this drawing for any structure is the responsibility g of the Building DesigrSer perANSIITPI 1 S-ec.2. For more information see this job's genenal notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbandust .com;ICC: www.iccsafe.or Orlando FL,32837 Job Number. 342017A Ply: 1 SEAN:809321 /T81 SY42 Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY I Qty: 15 FROM:RCT DrwNo: 213.17.1508.11960 Truss Label: F2 JB / DF 08/01/2017 8111"8 10'11"8 19'11" 8111"8 2' 8'11"8 1'0"4 1'0"4 �--2'6"--{� 2'6"12�{�2'6"12___1 L_ 2'6"12 2'6"12�{ (TYP) =4X4 4X4 =1X3 1113X4 =3X4 III 1.5X4 III 1.5X4 =3X4 1113X4 1 X 3 A B C D E F G H I J T N 1 W V U T S R Q P O N nL 1112X4 =4X4[3] 1113X4 1111.5X4 1111.5X4 1113X4 =4X4[20] 1112X4 19'11" Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.215 F 999 360 W 1083 /- /- /- /- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.363 F 641 240 L 1083 /- /- /- /- /5.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.042 M - - W Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.073 B - - L Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA It Code/Misc Criteria Creep Factor:1.5 Bearings W&L are a rigid surface. TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.999 Members not listed have forces less than 375# TPI Std: 2007 Max BC CSI: 0.997 Load Duration:1.00 MWFRS Parallel Dist:NA Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.548 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): A-B 0 -637 F-G 0 -2736 Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.17 B-C 0 -1711 G-H 0 -2417 Lumber C-D 0-2417 H-I 0 -1711 D-E 0 -2736 I-J 0 -637 Value Set:13B(Effective 6/1/2013) E-F 0 -2741 Top chord 4x2 SP#2 Bot chord 02 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 02 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13121"uses design values approved 1/30/2013 by ALSC V-U 1268 0 Q-P 2651 0 U-T 2155 0 P-O 2155 0 Plating Notes T-S 2155 0 O-N 2155 0 All plates are 3X3 except as noted. S-R 2651 0 N-M 1268 0 R-0 2741 0 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord Maximum Web Forces Per Ply(Ibs) No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens Comp. [3] W4X4 2.50 L 1.25 [20] W4X4 2.50 R 1.25IRMIUy/yf r A-W 0-1012 Q-G 511 -154 Purlins r�►� ! 2V*l A-V 1150 0 G-P 0 -431 In lieu of structural panels or rigid ceiling use purlinsO" ••••� • �•'••�l1/ 13 113458 0 to laterally brace chords as follows: B- 798 0 H-N 0 774•� S ' Chord Spacing(in oc) Start(ft) End(ft) L C U-C 0 -774 N-I 798 0 TC 49 0.13 19.54 • • C-S 458 0 1-M 0 -1137 BC 120 0.13 19.54 O 648 i S-D 0 -431 M-J 1150 0 Apply purlins to any chords above or below fillers ; : D-R 511 -154 J-L 0 -1012 at 24"OC unless shown otherwise above. * * ; .* • all Additional Notes r= +2x6 continuous strongback.See detail .Q+, ATE •,• STRBRIBR1014 for bracing and bridging 'G :• •• recommendations. 4.y�� '•P�0R`'O T••`NV, ` Truss must be installed as shown with top chord up. i '••'••*�•••�••• css/ON AI #0 278 u 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ri id ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as appllcabe. Apply plates to each face ofptruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building 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,shlppintq,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitabrllty Suite t50 and use of this drawing for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com,TPI: www.t inst.or ;SBCA: www.sbcindust .com;ICC: www.iccsafe.or Orlando FL,32837 Job Number: 342017A Ply: 1 SEAN:809423 /T2 SY42 Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1508.46137 Truss Label: F3 JB / DF 08/01/2017 1'3"4 15'5" 1'3"4 14'1"12 1'2"8 (TYP) =3X3 =1X3 1111X3 =3X4 A B C D E F H I J K L M T � (V 1 Z N III 2X4 Y X W V U S R Q P O 1112X4 =3X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 =3X3 [� 15'5" - 15'5" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.001 E 999 360 Z 125 /- /- /- /- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.002 E 999 240 N- 347 /_ /_ /_ /_ /179 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 N - - Z Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA Mean Height:NA ft HORZ(TL):-0.001 N - - Z Min Brg Width Req= - NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 Bearings Z&Z are a rigid surface. TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.376 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.019 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NMaximum Gable Forces Per Ply(Ibs)A ft Rep Factors Used:Yes Max Web CSI: 0.115 Gables Tens.Comp. Gables Tens. Comp. Loc.from endwall:NA FT/RT:20(0)/5(2) 1:NA GCpi:NA Plate Type(s): Y-B 0 -470 H-S 0 -424 Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.17 C-X 0 -471 I-R 0 -479 Lumber D-W 0 -466 J-Q 0 -466 E-V 0 -479 K-P 0 -471 Value Set:13B(Effective 6/1/2013) F-U 0 -424 L-0 0 -470 Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 352 plf at 0.13 to 352 plf at 15.29 Plating Notes All plates are 1.5X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: OV •••• ' '••. �/L Chord Spacing(in oc) Start(ft) End(ft) Q •.•�\ s�••• TC 120 0.13 15.29 V • BC 120 0.13 15.04 • • Apply purlins to any chords above or below fillers • O. 8 at 24"OC unless shown otherwise above. • • * • • Additional Notes � i , • See detail STRBRIBR1014 for bracing and bridging rs ; • • recommendations. �.CA; A Truss must be installed as shown with top chord up. •• /C oY` •• - Wall girder loading on this truss. •••.� .••_•`�•��, #0 278ss�uw►'Oe`,` 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a properly attached ri id ceilin Locations shown for_permanent lateral restraint of webs shall have bracin insTalled per BCSI sections B3,B7 or 910, as applicab)e. Apply plates to each face otruss 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 Buildinqq Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the µ , truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this droving or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esstona engineering responsibilittyv solely for the desi n shown. The sui abrllty Suite 150 and use of this a�awing for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 5ec.2. For more information see this job's general notes page and these web sites: ALPINE. www.al ineitw.com;TPI: www.t inst.org;SBCA: www.sbcindust .wm;ICC: wwwJccsafe.org Orlando FL,32837 Job dumber: 342017A Ply: 1 SEQN:809432 /T10 SY42 Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 �FIROKIRCT DrwNo: 213.17.1511.02540 ♦ Truss Label: F4 JB / DF 08/01/2017 3" - 2'6" 2'4" (TYP) 3X4 =3X3 =3X3 =3X4 A B C D CV Fill IF11 I H G F E III 2X4 =3X3 =3X3 =3X3 1112X4 T1 0" Loading Criteria(pat) 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): 0.023 G 999 360 1 515 /- /- /- /- /35 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.036 G 999 240 E 555 /- /- /- /- /5.'5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.003 F - - I Min Brg Width Req= 1.5 Des Ld: 55EXP:NA.00 HORZ(TL): 0.005 F - - E Min Brg Width Req= 1.5 Mean Height:NA ft NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearings I&E are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.831 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.203 Members not listed have forces less than 375# Re Factors Used:Yes Max Web CSI: 0.243 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C8C Dist a:NA ft p Chords Tens.Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): B-C 0 -563 Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.17 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 H-G 552 0 G-F 563 0 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"1313"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC A-I 0 -512 C-F 0 -507 Special Loads A-H 502 0 F-D 511 0 -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) H-B 0 -496 D-E 0 -541 TC-From 50 plf at 0.00 to 50 plf at 7.83 BC-From 5 plf at 0.00 to 5 plf at 7.83 TC- 213 Ib Conc.Load at 2.15,4.15,6.15 es InPurlins lieu �tys In lieu of structural panels or rigid ceiling use purlins ��++ r "'•4 to laterally brace chords as follows: ��♦7 I�e- �4 Chord Spacing(in oc) Start(ft) End(ft) O� •••• • •••• r�I TC 94 -0.12 7.71 ••s0` SF••. BC 88 0.13 7.46 Q (� • Apply purlins to any chords above or below fillers 33 • at 24"OC unless shown otherwise above. • o. 648 • Additional Notes • Truss must be installed as shown with top chord up. 1�� i , • ATE #0 278s` NAu` °0�� 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached rl id ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as appllcafie. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Aefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mrrwc truss in conformance with ANSI/TPI 1,or for handling,shippinq,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responslbiliwt�solely for the design shown. The sui billty Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: w .sbclndus .com;ICC: w Jccsafe. Orlando FL,32837 JobAumber. 342017A Ply: 1 SEQN:809429 /T9 SY42 Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 5 FROM:RCT DrwNo: 213.17.1511.04813 Truss Label: F5 JB / DF 08/01/2017 �Y F3 i- 2'6" 10"6—{ 3X4 =3X3 1112X4 A B C 1112X4 =3X3= 3X4 3'10"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.003 B 999 360 F 213 / - BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.005 B 999 240 D 213 / - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.001 B - - F Min Brg Width Req= - Des Ld: 55.00 EXP. Height:NA ft Mean HHORZ(TL):-0.001 B D Min Brg Width Req= - NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.359 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.069 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.052 Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Lumber value set"136"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 46 0.04 3.92 BC 40 0.29 3.67 Apply purlins to any chords above or below fillers 1munaa at 24"OC unless shown otherwise above. ` wy� F R Additional Notes (�.`�v " Truss must be installed as shown with top chord up. �� ' • • S;��% e ° ' o. 648 ' s „a ATE ' • W •r.r.r• 1 #o Zia •y,���ss NAL 08/0> 1 ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have property attached structural sheathinq and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have brachq installed per BCSI sections B3,B7 or 10, as applicable. Apply plates to each face.oftruss and position as shown above and on the Join�Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin,cLLComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the m„n„ truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro esslona, engineering responsibility solely for the design shown. The sui bllity Suite 150 and use of this rawing for any structure is the responsibility of the Building DesigrSer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .com;ICC: www.iocsafe-org Orlando FL,32837 Job Number: 342017A Ply: 1 SEQN:809328 /T7 HIPS Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY pry: 1 FROM:RCT DrwNo: 213.17.1511.06767 ♦ Truss Label: A6 JB / DF 08/01/2017 ,'0'11 -QB_ 12 5'0"9 10, ,4' ,6' 22'„"7 26'„" 1 T'�4 2 1'0' 2 3'11"9 4'11"7 4' 4' 47 3'11"9 "4 5X6 III 1.5X4 =5X6 E F G T 12 4 p 1.SX4 ,1.5X4 D H 0 ,4X4 4X4 io 1 T1 B I J T5 A K 4X4(A2) =3X4 =5X7 =3X4 =4X4(A2) 2, 10' 4' 4' 10, 10' 14' 18' 28' 2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.147 F 999 240 B 1160 /279 /642 /- /105 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.329 F 999 180 J 1160 /279 /642 /- /- /3.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.048 L - - Wind reactions based on MWFRS ean Height:15.00 ft Des Ld: 37.00 Ma.C HORZ(TL): 0.108 L B Min Brg Width Req= 1.5 Me NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 J Min Br 9 Width Reg= 1.5 TCDL:4.0 psf s rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.950 Bearings B&J are a gid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.979 Re Factors Used:Yes Max Web CSI: 0.141 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 729 -2241 F-G 696 -1963 Lumber C-D 735 -2233 G-H 630 -1980 D-E 630 -1980 H-1 735 -2233 Value Set:13B(Effective 6/1/2013) E-F 696 -1963 I-J 728 -2241 Top chord 2x4 SP#2:T1,T5 2x6 SP#2: Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC B-N 2059 -583 M-L 1839 -460 14-11M 1839 -439 L-J 2059 -603 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.97 1.11 TC 45 1.11 9.96 TC 48 9.96 17.96 ppM� TC 45 17.96 27.21 r TC 39 27.21 29.89 � A►*L7 F(F�NIZ BC 102 0.10 27.81 ��. ■ •�•� Apply purlins to any chords above or below fillers OQ.`.•� p�•� at 24"OC unless shown otherwise above. �, i7 • Wind o. • Wind loads based on MWFRS with additional C&C ; 648 � member design. ATE #o 278 08/01/2017 "WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attached ri id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 9,o, as applicable. Apply plates to each face or truss and position as shown above and on the Joinf"Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinlgComponents Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the MM-1truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essiona engineering responslbilittV�solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sbc.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 .corn;ICC: www.iccsafe.or Orlando FL,32837 Job Number: 342017A Ply: 1 SEAN:809337 /T5 HIPS Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM RCT DrwNo: 213.17.1511.08750 Truss Label: A7 JB / OF 08/01/2017 1" 28' 1'0'12 8' 14' 20' 26'11 2t6~T�12 V01 6'11" 6' 6' 6'11" "4 =4X8 III 1.5X4 =4X6 12 D E F T _ G 4 T N 4X4 44 io 0 T1 B C H T5 i A I 4X4(A2) 1111.5X4 =5X7 111.5X4 =4X4(A2) 1 8'1"12 5'10"4 5'10"4 8'1"12 2' 8'1"12 14' 1910"4 28' 2' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.176 E 999 240 B 1160 /280 /636 /- /90 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.393 E 846 180 H 1160 /280 /636 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.048 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL): 0.107 J B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 It Code I Misc Criteria Creep Factor:1.5 H Min Br9 q Width Re = 1.5 TCDL:4.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.990 Bearings B&H are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:h/2 to In TPI Std: 2007 Max BC CSI: 0.982 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: 0.178 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 686 -7214 E-F 831 -2450 Lumber C-D 701 -2207 F-G 700 -2237 D-E 831 -2450 G-H 687 -2214 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#231,T5 2x6 SP#2: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"1313"uses design values B-L 2022 -537 K-J 2030 -554 approved 1/30/2013 by ALSC L-K 2030 -534 J-H 2022 -557 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) D-K 467 -167 K-F 467 -167 TC 39 -1.93 1.15 TC 38 1.15 8.00 TC 40 8.00 20.00 Atlll TC 38 20.00 27.25 TC 39 27.25 29.93BC 106 0.15 w� Apply purlins to any chords above or below fillers ';°� filllers OQ�.• �S��r� at 24' OC unless shown otherwise above. y1 ' Wind Wind loads based on MWFRS with additional C&C : O• 648 • s member design. ATE w as.°°° Ov �? #0 278 NA1. 0 /01/2017 *"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilln9 Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face.of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Mu cowary truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover paqe 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineeringg responsibility solely for the design shown. The suitability Suite 150 and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 342017A Ply: 2 SEON:809351 /T12 HIPS �Cust:IR9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1511.10360 Truss Label: A8 2-PLY JB / DF 08/01/2017 2 Complete Trusses Required 1'01 I-2aa6i 12 6' 11'65 16'7"7 22' 42 1'012 4'11" 5'6"5 5'1"1 5'4"9 4'11" "4 12 =_5X6 =3X4 1111.5X4 =5X6 4 p D E F G T _ Taxa T 4x4 T1 B H I T5 1 i A J 4X4(A2) 1111.5X4 =3X4 =5X7 1111.5X4 =4X4(A2) 2 6'1"12 5'1"1 5'4"9 5'2"13 6'1"12 2, 6'1"12 11'2"13 16'7"7 21'10"4 28' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeH/CS1 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): 0.179 E 999 240 B 1931 /437 !- /- /- 13.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.414 E 804 180 1 1931 /437 /- /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.039 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL): 0.089 K B Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL:0.00 Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.5 TCDL:4.0 psf Bearings B&I are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.993 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.338 Re Factors Used:No Max Web CSI: 0.363 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:NA 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:17.01.00E.0525.17 B-C 456 -2182 F-G 602 -2910 Lumber Loading C-D 455 -2178 G-H 454 -2178 D-E 593 -2885 H-1 456 -2182 Value Set:13B(Effective 6/1/2013) #1 hip supports 6-0-0 jacks with no webs. E-F 602 -2910 Top chord 2x4 SP SS Dense:Tl,T5 2x6 SP#2: Left side jacks have 6-0-0 setback with 0-0-0 cant Bot chord 2x4 SP SS Dense and 2-0-0 overhang.End jacks have 6-0-0 setback Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 with 0-0-0 cant and 2-0-0 overhang.Right side jacks Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values have 6-0-0 setback with 0-0-0 cant and 0-0-0 approved 1/30/2013 by ALSC overhang. B-N 2021 -416 L-K 2033 -414 N-M 2033 -415 K-1 2021 -416 Nailnote M-L 2919 -609 Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(Ibs) Bot Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails D-M 929 -193 L-G 952 204 in each row to avoid splitting. Rp Purlins ►•7 J.. ' In lieu of structural panels as id ciling use purlins to late allybrace chords follows: OO�.--••``••` ' •�.• ��/' Chord Spacing(in oc) Start(ft) End(ft) V • TC 39 -1.93 1.15 • TC 62 1.15 6.00 • 0. 648 • TC 67 6.00 22.00 i ` a TC 62 22.00 27.25 ; *, • ,*, • TC 39 27.25 29.93 � � • BC 120 0.15 27.85 = �' ATE 0 Apply purlins to any chords above or below fillers it : • at 24"OC unless shown otherwise above. �1 l Wind 4yoIC••�• OR\..--* Wind loads and reactions based on MWFRS. '���i FS ��• �•� v #027s 08/01/2017 *`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices pnor to performing these functions. Installers shall provide temporarryy bracing per BCSI.Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro el°Iy attached rigid ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as appllcaf3le. Appy plates to each face oftruss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the µm„ truss in conformance with ANSIrfPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suitability Suite 150 and use of this yawing for any structure is a responsibility of the building Desigfier per ANSI/TPI 1 Sec.2. For more information see this)ob's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindu5 .com;ICC: wwwJorsafe.org Orlando FL,32837 Job(lumber: 342017A Ply: 1 SEQN:809550 /T38 HIPS rD :R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT No: 213.17.1511.12147 • Truss Label: B9 / DF 08/012017 10" 0'2 2 9 6'6" i 12'8" 18'6" 23'11"14 aP'��i9 10' 5'S"14 6' + 6' + 5'5"14 "9 5DX7 ET3 III 1.5X4 =5X7 F T .2 6 T2 "T4%5�4 1 B v 90 i� 1A =3X110(X1) 1112X4[13] =7X8 1112X[18] 1112X6(1)(A1) 1 g'�2 6� F 24' 6" d 67"12 L 5'10"4 5'10"4 67"12 ~2' 67"12 12'6" 18'4"4 i' 25' 2' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.165 E 999 240 B 2148 /537 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.375 E 767 180 J 1960 /502 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.048 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C Mean Height:15.00 ft HORZ(TL): 0.109 G B Min Brg Width Req= 1.8 NCBCLL:10.00 TCDL:4.0 psf J Min Br Code/Misc Criteria Creep Factor:1.5 9 Width Re q= 1.6s rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.995 Bearings B&J are a gid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.986 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: 0.441 Loc.from endwall:not in 4.50 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:17.01.00E.0525.17 B-C 937 -3869 E-F 895 -3731 LumberPuriins C-D 834 -3462 F-G 767 -3149 D-E 895 -3731 G-H 863 -3486 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins ll f d h b ll t laeray race cors as follows: Top chord 2x6 SP#2:T2,T4 2x4 SP SS Dense: to Maximum Bot Chord Forces Per Pty(Ibs) :T3 2x4 SP#2: Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP SS Dense TC 39 -1.90 0.98 Webs 2x4 SP#3 TC 40 0.98 6.50 B-N 2706 -642 L-K 2750 -650 Lumber value set"1TC 28 6.50 18.503B"uses design values TC 43 18.50 24.50 N-M 3009 -711 K-J 2734 651 approved 1/30/2013 by ALSC TC 39 24.50 26.90 M-L 3030 -708 J-H 2498 -588 Special Loads BC 113 0.50 24.50 P Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs) ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) at 24' OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. TC-From 56 plf at -2.00 to 56 plf at 0.91 TC-From 56 plf at 0.91 to 56 plf at 6.50 Wind C-N 1104 -250 L-F 1157 -283 TC-From 56 plf at 6.50 to 56 plf at 18.50 Wind loads and reactions based on MWFRS. D-M 565 0 K-F 413 0 TC-From 56 plf at 18.50 to 56 plf at 24.12 D-L 809 -216 J-G 997 -230 TC-From 56 plf at 24.12 to 56 pif at 27.00 Left and right cantilevers ar BC-From 4 plf at -2.00 to 4 plf at 0.00 , wH L BC-From 20 plf at 0.00 to 20 plf at 25.00 ��:. ,',•�•eY/-! BC-From 4 plf at 25.00 to 4 plf at 27.00 ,•• s�••.1/ TC- 339 Ib Conc.Load at 6.53 • TC- 140 Ib Conc.Load at 18.44 ? • BC- 270 Ib Conc.Load at 6.53 BC- 567 Ib Conc.Load at 8.48,16.52 : 0. 648 • BC- 102 Ib Conc.Load at 18.44 = • Plating Notes * ; (••)2 plate(s)require special positioning.Refer to =i� ; ATE •+ scaled plate plot details for special positioning requirements. ,` •�O�L OR`f� •0 Plate Shift Table ��•�••.••���• G'` JT Plate Lateral Chord JT Plate Lateral Chord #0 278'yry�- ssJON^� No Size Shift Bite No Size Shift Bite [13] W2X4 S 2.75 [18) W2X4 S 2.75 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have property attached structural sheathin and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginslatled per BCSI sections B3,B7 or 810, as applicable. Apply Oates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the µ wn truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esstona, engineeringresponsibility solely for the desi n shown. The suiTability Suite 150 and use of this gnawing for any structure is the responsibility of the uilding Desigiler per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .com;ICC: wwwiccsafe.org Orlando FL,32837 Job Number: 342017A Ply: 1 SEAN:809565 /T41 HIPS Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1511.13780 Truss Label: B10 JS / DF 08/01/2017 110"0"2 25' 5'0"10 8'6" 16'6" 19'11"6 23'11"14 �}l'1"7" r10J_ 4'0"8 + 3'5"6 + 8' 3'5"6 + 4'0"8 "9 =5X4 $4X8 E F T12 1.5X4 boc � (a) 1.uu 4 g �1�5X4� °n- °� n BC 5Xr T1 � T5 1 A N _ M L K J =3X4(11 )4[9) = 6 - 6 1112X4[24 A1) F6. 24' 6 1 8'7"12 7'10"4 8'6" 2' 2' 8'7"12 16'6" 25' + -{ Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) D@fl/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): 0.059 M 999 240 B 1064 1248 /610 /- /160 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.135 M 999 180 K 1060 /248 /610 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.029 H - - Wind reactions based on MWFRS Des W. 37.00 EXP.C HORZ(TL): 0.066 H B Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.999 Bearings B&K are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.580 Re Factors Used:Yes Max Web CSI: 0.179 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft p Maximum Top Chord Forces Per Ply(Ibs) Loc.from pi:0.1l:not in 9.00 ft FT/RT:ype(s5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 540 -1585 F-G 410 -1264 Lumber Wind C-D 444 -1390 G-H 442 -1412 D-E 410 -1244 H-1 541 -1577 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C E-F 418 -1103 Top chord 2x4 SP#2:T1,T5 2x6 SP#2: member design. Bot chord 2x6 SP#2 Left and right cantilevers are exposed to wind Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC B-N 1048 -192 L-K 1198 -269 N-M 1176 -242 K-1 1105 -221 Bracing M-L 1115 -185 (a)Continuous lateral restraint equally spaced on member.Or 1x4'T'reinforcement.80%length of Maximum Web Forces Per Ply(Ibs) web member.Same species&SRB grade or better, Webs Tens.Comp. Webs Tens. Comp. attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. C-N 471 -244 K-H 466 -246 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNo Size S `,��5 [9] W2X4 Sift. 25 [24] W2X4 SS ft 2.25 OOv! • • •S 00% Purlins ,V\' • i In lieu of structural panels or rigid ceiling use purlins ; 648 i to laterally brace chords as follows: ; Chord Spacing(in oc) Start(ft) End(ft) _ • * ; TC 39 -1.90 0.98 • TC 55 0.98 8.50 i TC 48 8.50 16.50 s� �, ATE ,•tQ TC 55 16.50 24.50 . A • �/ TC 39 24.50 26.90 �'•'IC� ••a�/ BC 120 0.50 24.50 •.,,OR`O,.•:.•n' Apply purlins to any chords above or below fillers �y v at 24' OC unless shown otherwise above. #0 278 08/01/2017 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ant?SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as appllcablie. Appy plates to each face_of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Bu ildi ntch�Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the µ y truss in conformance with ANSIfTPI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drow „w ing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the desi n shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE. www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbdndust .corn;ICC: www.iccsafe.or Orlando FL,32837 Job Number: 342017A Ply: 1 SEQN:809578 /T105 COMN Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 4 FROM:RCT DrwNo: 213.17.1511.16710 ♦ Truss Label: B11 JB / DF 08/01/2017 0"2 25' 10' 9 47"7 8'4"4 12'6" 187"12 20'4"9 23'11"14 V¢'1"7- r 10'� 37"5 + 3'8"13 + 4'1"12 + 4'1"12 + Tel +�"9 -4X4.V) 1111.55 4 -2�5 =2 5 T22E4 g� 6 S 1112 14 12 8• 01.5X4 1.¢X4 T3 N u iN m N O C 4 'A 5X4 B K L sr 1 A R O P O B3 NrA9 M s3X6(A1) a3X4 =3X4 =3X6(A1) 112 5(9] =5X5 1112X5[25] r6 24' 16. 2, 82"8 8'2"8 25' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deil/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.326 Q 883 240 B 1464 /244 /611 /- /212 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.743 1 387 180 N 1460 /244 1611 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.153 E - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.355 E B Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 N Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.978 Bearings B&N are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.966 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: 0.313 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 528 -2579 G-H 443 0 Lumber Wind C-D 402 -2289 H-1 356 -1582 D-E 335 -2007 1-J 335 -2007 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C E-F 356 -1582 J-K 398 -2287 Top chord 2x6 SP#2:T2,T3 2x4 SP SS Dense: member design. F-G 436 0 K-L 515 -2529 Bot chord 2x6 SP SS Dense:B2 2x4 SP#2: Left and right cantilevers are exposed to wind 2x6 SP#2: Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set"136"uses design values approved 1/30/2013 by ALSC B-R 1778 -191 P-0 1652 -91 R-Q 1989 -228 O-N 1986 -217 Plate Shift Table Q-P 1652 -91 N-L 1820 -191 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [9] W2X5 S 3.50 [25] W2X5 S 3.25 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Purlins C-R 776 -285 S-H 363 -222'7 In lieu of structural panels or rigid ceiling use purlins C C D-Q 169 -422 1-O 715 0 to laterally brace chords as follows: ►�+ r�A. Q-E 725 0 0-1 162 -419 Chord Spacing(in oc) Start(ft) End(ft) �.•• �•.• F-S 363 -2227 N-K 719 -263 TC 39 -1.90 0.98 ����••` S�•••� TC 47 0.98 24.50 e TC 39 24.50 26.90 • BC 120 0.50 24.50 Apply purlins to any chords above or below fillers ; O. 648 • at 24"OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at 24"oc.or rigid ceiling. ATE Loading Attic room loading from to 16-6-0:Live Load: OR� � �`�► Dead Load:10 PSFF Ceiling:0 PSF,Kneewalls:0 PSF s:0 � �t7t7•••.,w�..•'� #0 278 �� 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom hord shall have a properly attachetl ri Id ceiIin Locations shown for_permanent lateral restraint of webs shall have bracin ins ailed per BC I sections 63,B7 or 810, as appllcab�e. Apply plates to each face or truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build ijgComponents Group Inc.shall not be responsible for any deviation from this drawino any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona, engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .corn;ICC: w Jccsafe.or Orlando FL,32837 Job Number. 342017A Py: 1 SEAN:809589 /T48 HIPS Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1511.18620 • Truss Label: B12 JB / DF 08/01/2017 "9 I5i 1o.. 8'4"4 10'8"1_ 14'6" 1, 6'7"12 23'11"14 �p'1'7 r10 T4"2 + 2'1"12� 112 7'4"2 "9 =4X8 2X5 =53X4 1111.5X4 =2X5 F T3 G 1111.51X4 E H 1111.5X4 12 T2 R B2 S T4 1U _•� N O ap 85X4 ' v a5X5 1D B1J K T7 1 A L 4X4(Ain 1112X5[71] 11112X5[25] B3 4X4(A1) 112 4[% =5X4 1112X4[27I F5 i 24' 8 2, 84" 77"12 9' 8'4"4 -r- 16' + 25' 2' Loading Criteria(psi) 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 Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.246 P 999 240 B 1464 /97 /614 /- /186 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.592 P 486 180 M 1464 /97 /614 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.114 D - - Wind reactions based on MWFRS Des Ld: 37EXP:C.00 Mean Height:15.00 ft HORZ(TL): 0.287 D - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 M Min Brg Width Req= 1.5 TCDL:4.0 psi Bearings B&M are a rigid surface. Soffit: 2.00 BCDL:5.0 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.902 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.997 Re Factors Used:Yes Max Web CSI: 0.266 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 It 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:17.01.00E.0525.17 B-C 423 -2302 F-G 599 -9 Lumber Wind C-1) 374 -2142 H-1 420 -1723 D-E 421 -1724 1-J 374 -2142 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C E-F 518 0 J-K 419 -2298 Top chord 2x6 SP#2:T2,T4 2x4 SP SS Dense member design. :T3 2x4 SP#2: Left and right cantilevers are exposed to wind Maximum Bot Chord Forces Per Ply(Il s) Bot chord 2x6 SP SS Dense:62 2x4 SP#2: 63 2x6 SP#2: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-Q 1737 -134 O-N 1810 -159 Lumber value set"1313"uses design values Q-P 1802 -161 N-M 1802 -161 approved 1/30/2013 by ALSC P-0 1810 -159 M-K 1738 -155 Plate Shift Table Maximum Web Forces Per Ply(lbs) JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite [9] W2X4 S 2.75 [11] W2X5 S 3.25 C-Q 569 -149 S-H 430 -2312 [25] W2X5 S 3.25 [27] W2X4 S 2.75 D-P 664 -13 N-1 657 -5 N E-R 474 -2490 M-J 550 139 Purlins �'�vjq R-S 408 -2201201 In lieu of structural panels or rigid ceiling use purlins tolaterally brace cho s follows: v`y�*•• • ••+• Chord acg(n oc) S art ft End(ft) •+•� � • � tS� • TC 39 -1.90 0.98 • TC 48 10.50 14.50 �� • TC 0 24.02 24.50 a O" 648 TC 39 24.50 26.90 • • • BC 120 0.50 24.50 * • .* • Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. : + Collar-tie braced with continuous lateral bracing at syr�O ; ATE + 24"oc.or rigid ceiling. ~�� .• +�� `OT'•,• Loading %�il'`F• .,•OR•,. • �� Attic room loading from 8-6-0 to 16-6-0:Live Load:40 a0 27;ry1•, SIO NAL V PSF.Dead Load:10 PSF Ceding:0 PSF,Kneewalls:0 PSF 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. AppT4y plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MnWXMPAW truss in conformance with ANSI Pi 1,or for handli q,shipping,installation and bracing of trussesA seal on this drawing or cover page,_ 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibilittyv solely for the des i n shown. The suitability Suite 150 and use of this gnawing for any structure[s the responsibility of the Building Desigrfer per ANSI/TPI 1 S2c.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .corn;ICC: w Jccsafe.orij Orlando FL,32837 Job Number: 342017A Ply: 1 SEQN:809599 /T39 SPEC Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY 01y: 1 FROM:RCT DrwNo: 213.17.1511.20460 • Truss Label: B13 JB / DF 08/0112017 0"14 25' 10 5 5'0"3 10 11'6" 16'6" 20'8"13 24'1"2 2'A� 10' 4'1"4 T 4'11"13 1'6"+ 5' 4'2"13 + 3'4"4 '1�..5 =4X4 5X4( IRS) 4X6 F G12 T 6 1.8X4 �1.5X4 1� R N_ IA O_ A 4X4 z4X4J r io gC T1 � T6 1 A N M L K 3X4(A1) =3X8 =7X6 =3X4 =3X4IA1) F6" 24' 6 { 10' 1'9"8 4'8"8 8'6" 2 10' N. 16'6" 25' 2 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCS1 Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.060 F 999 240 B 1064 /97 /610 /- /179 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.135 F 999 180 O 1064 /107 /609 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL): 0.047 L B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 It Code/Misc Criteria Creep Factor:1.5 O Min Brg Width Req= 1.5 TCDL:4.0 psf Bearings B&O are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.972 g g Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.460 Spacing:24.0" Re Factors Used:Yes Max Web CSI: 0.300 Members not listed have forces less than s) P 9 C&C Dist a:3.00 ft P Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 456 -1417 F-G 460 -1190 Lumber C-D 468 -1414 G-H 405 -1262 D-E 393 -1187 H-1 453 -1415 Value Set:13B(Effective 6/1/2013) E-F 422 -1128 1-J 444 -1420 Top chord 2x4 SP#2 31,T6 2x6 SP#2: Bot chord 2x6 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC B-N 1196 -249 M-L 1088 -178 N-M 1195 -211 L-J 1193 -279 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(Ibs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.90 1.01 E-N 786 -224 N-F 326 -608 TC 55 1.01 10.00 TC 20 10.00 11.50 TC 60 11.50 16.501lMlplyp�� TC 55 16.50 24.23 TC 39 24.23 26.90BC 120 0.50 24.50 AV Applyy purlins to any chords above or below fillers V.`•'`•• • •S41% at 24' OC unless shown otherwise above. � v Wind ; i . • Wind loads based on MWFRS with additional C&C o648� • • member design. Left and right cantilevers are exposed to wind C* 9 #0 278 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted dtherwise,top chord shall have property attached structural sheathinq and bottom chord shall have a properly attachetl n'gid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building omponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/T 1 1,or for handling,shipping,installatidn and bracing of,trussesA seal on this drawing or cover pa qe,. 2400 Lake Orange Dr. listing this drawingg indicates acceptance of pro)esslonar engineeringresponslbill�y solely for the design shown. The suitability and use of this i9�awing for any structure is the responsibility of the uilding Designer per'ANSI/TPI 1 Sbc.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www. instor :SBCA: www.sbcindust .com,ICC: www.iccsafe.org Orlando FL,32837 Job Number. 342017A Ply: 1 SEQN:809648 /T37 SPEC Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Oty: 1 FROM:RCT DrwNo: 213.17.1511.21787 Truss Label: B14 JB / DF 08/01/2017 014 25' �105 5'0"3 10' 13'6" 1816" 24'1"2 20"A X10' 4'1"4 4'11"13 + 3'8" + 5' + 5'7"2 '5 =4X4 E 5X4(SRS) 12 F G 6 C�;;- 1.¢X4 a u N rA � O � 64X44X4 BC H I rn T1 � T6 1 A M L K 4X4(A1) =3X8 =7X6 B2 -5X4()1) 1112X6[201 24' s i 2 10 + 3'9"8 + 4'6"12 6 7 12 2' 10' 13'9"8 18'4"4 25' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.092 F 999 240 B 1252 /290 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.209 F 999 180 N 1891 /359 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 K - - Wind reactions based on MWFRS Des Ld: 37.00 C Mean Height:15.00 ft HORZ(TL): 0.054 K B Min Brg Width Req= 1.5 Mea NCBCLL: 10.00 Code!Misc Criteria Creep Factor:1.5 N Min Br 9 Width Req= 1.5 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.969 Bearings B&N are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.775 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: 0.576 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 410-1778 F-G 413 -2209 Lumber Purlins C-D 407 -1774 G-H 451 -2621 D-E 297 -1565 H-1 454 -2625 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins E-F 287 -1541 Top chord 2x4 SP#2 71,T6 2x6 SP#2: to laterally brace chords as follows: Bot chord 2x6 SP#2:B2 2x6 SP SS Dense: Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP#3 TC 39 -1.90 1.01 Maximum Bot Chord Forces Per Ply(Ibs) TC 44 1.01 10.00 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values TC 47 10.00 13.50 approved 1/30/2013 by ALSC TC 41 13.50 18.50 B-M 1509 -330 L-K 2292 -367 TC 35 18.50 24.23 M-L 2210 -417 K-1 2252 -366 Special Loads TC 39 24.23 26.90 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) BC 120 0.50 24.50 Maximum Web Forces Per Ply(Ibs) TC-From 56 plf at -2.00 to 56 pIf at 0.91 Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. TC-From 56 pIf at 0.91 to 56 plf at 10.00 at 24' OC unless shown otherwise above. TC-From 56 pIf at 10.00 to 56 plf at 13.50 E-M 1086 -114 K-G 969 -14 TC-From 56 plf at 13.50 to 56 pIf at 18.50 M-F 250 -1228 TC-From 56 plf at 18.50 to 56 plf at 24.12 TC-From 56 plf at 24. to 56 plf at 27.00 BC-From 4 pIf at -2.00 0 to 4 pIf at 0.00 BC-From 20 plf at 0.00 to 20 pIf at 25.00 BC-From 4 pIf at 25.00 to 4 plf at 27.00 AV ••••' ` `�.• r/L BC-1014 Ib Conc.Load at 20.06 V �••. ` �••. V' • Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord : 0" 648 • No Size Shift Bite No Size Shift Bite [20] W2X6 S 4.00 * : * • �' • • Wind =ts = ATE Wind loads and reactions based on MWFRS. ��e�1`y• is •• Left and right cantilevers are exposed to wind 4�'� vjC•• QR`O•'•^�•����•� ••0••t.8006G0_`\1 #0 278yyk'kt S�ONAL '�,u+aea�wutv►�� 08/01/2017 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r sa ety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI.Unless noted otherwlse,top chord shall have properly attached structural sheathingg and bottom Chord shall have a propperly attached rigId ceilin Locations shown for permanent lateral restraint of webs shall have bracingq insTalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. Refer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildinccl�CComponents Group Inc.shall not be responsible for any deviation from this drawin anyy failure to build the nrn Cm - truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drowing or cover page., 2400 Lake Orange Dr. listing this drawin indicates acceptance of pro)essionar en ineerinq responsibility solely for the desi n shown. The su,l bility Suite 150 and use of this �awrng for any structure is a responsibility of the Building Desig er per ANSI/TPI 1 Sgec.2. Por more information see this job's general notes page and these web sites. ALPINE: w .al ineitw.com;TPI: www.t inst.org:SBCA: www.sbandust .com;ICC: wwwJccsafe.org Orlando FL,32837 Job Number. 342017A Ply: 1 SEAN:809602 /T98 COMN Cust:R9353 JRef: IW3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 3 FROM:RCT DrwNo: 213.17.1511.23427 Truss Label: C15 JB / DF 08/01/2017 L a 10 24"8 10' 15'0"14 20' 10"b 1� '7" 78 + 5'0"14 + 4'11"2 14X4 III) 6 � 1.5X4 e F f` N N pa n m 04X4 T1 B C G 1,21 T4 A 1112X5(82) =2X4(A1) 1111.5X4[8] =3X8 [—2' 18' 2' 1 2'2"12 75"4 10' -r- 2'212 T 10' 29 '1 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defi L/# Loc R /L1 /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.025 F 999 240 I 986 /96 /606 /- /160 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.060 F 999 180 G 660 /29 /368 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 H - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.019 H I Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= -Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.986 Bearing I is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.933 Re Factors Used:Yes Max Web CSI: 0.417 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 331 -453 E-F 232 -722 Lumber C-D 366 -452 F-G 324 -1004 D-E 200 -766 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2:T1 2x6 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Rt Wedge 2x4 SP#3: B-1 498 -293 H-G 842 -219 Lumber value set"l 3B"uses design values I-H 385 -264 approved 1/30/2013 by ALSC Plate Shift Table Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite I-D 543 -870 D-H 699 -351 [61 W1.5X4 S 2.25 Purlins In lieu of structural panels or rigid ceiling use purlins ��++tiMlpawf�f to laterally brace chords as follows: G�►J Ft,�� �9 Chord Spacing(in oc) Start(ft) End(ft) ��� ••. . .•• f TC 39 -1.900. 0.9 .•••; �=•••• TC 67 0.99 10.0.0 0 � �► • TC 68 10.00 20.00 3� BC 75 0.00 20.00 S i Qw • Apply purlins to any chords above or below fillers O" 648 at 24"OC unless shown otherwise above. • Hangers/Ties as a (J)Hanger Support Required,by others =s$ ATE t� J■ Wind �14� ••� F �Q ••a��3�$ Wind loads based on MWFRS with additional C&C '>j ••...OR..•'���` t1, member design. �4yy /� G� Left cantilever is exposed to wind #0 278 '�SS/ONA!4 4 /01/2017 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporarryv 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 forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or Bto, as applicable. Apply plates to each face oftrussand position as shown above and on the Joinf9Details, unless noted otherwise. Refer Itoo' ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the o a N truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. sting this drawing,indicates acceptance of pro)esslonat en Ineerin responsibility soleiv,for the desi n shown. The sui bill Suite 150 and use of this rawing for any structure is the responsibilityg ofthe Building Desig er perANSI/TPl 1 Sac.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: w t inst.or :SBCA: www.sbcindus .com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 342017A Ply: 1 SEAN:809621 /T53 COMN Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY I Qty: 2 FROM:RCT DrwNo: 213.17.1511.24800 Truss Label: C16 JB / DF 08/01/2017 14 1 Y'7 10' "5 2'4"8 10' 1778 19'1" 5520, 10" 1'5"1d 77"8 + 778 v5"1 10"9 r4X41rl) T2 12 6 F,;- T3 {� N 3X4 3X4 U F 84X4 0 /4X4 G B C H A m2X5(A1) L K J 1 1111.5X416) =3X8 1111.5X4(131 =yt5(g1) 2, 2'2'12 7'9"4 7'9"4 2'2'12 2'2'12 10' 175"4 20' Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.023 F 999 240 L 974 /94 1605 f- /179 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.053 F 999 180 H 787 /45 /471 /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.009 J - - Wind reactions based on MWFRS ean Height:15.00 ft Des Ld: 37.00 Ma.C HORZ(TL): 0.024 J L Min Brg Width Req= 1.5 Me NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 s rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.990 Bearings L&H are a gid surface. Load Duration:1.25 MWFRS Parallel Dist:>2h TPI Std: 2007 Max BC CSI: 0.722 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: 0.452 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00111.0525.117 B-C 321 -468 E-F 217 -749 Lumber C-D 357 -467 F-G 235 -1069 D-E 200 -751 G-H 235 -1084 Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2 BORATE-TRTD:T2,T3 2x4 SP Maximum Bot Chord Forces Per Ply(Ibs) #2. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-L 513 -287 K-J 920 -120 Lumber value set"13B"uses design values L-K 445 -259 J-H 922 -114 approved 1/30/2013 by ALSC Plate Shift Table Maximum Web Forces Per Ply(Ibs) JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite L-D 547 -845 D-K 704 -380 [6] W1.5X4 S 2.25 [13] W1.5X4 S 2.25 Purlins In lieu of structural panels or rigid ceiling use purlins ` � +�� to laterally brace chords as follows: r V'� F�:♦_�iy Chord Spacing(in oc) Start(ft) End(ft) ���17 ••. . •••• �j_ TC 39 -1.900. 0.9 ••••; SFS• TC 72 0.99 10.0.0 0 �1 •• TC 62 10.00 19.01 • TC 39 19.01 21.90 A; • • BC 75 0.00 19.85 o, 848 • Apply purlins to any chords above or below fillers : • s • y at 24"OC unless shown otherwise above. r� * : * • 7� � f Wind 0% ,o�� ATE ,:•� Wind loads based on MWFRS with additional C&C .c� . • C4 �T member design. Gi J' •• /C� �`p' •• 1� Left cantilever is exposed to wind �Q��•+••C 0R`.v.'•••�� , #0278 yyy + nww+� °� 08/01/2017 "WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installingand bracing. Refer to and follow the latest edition of BCS!(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as appllcabgle. Apply Oates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �u co c<er truss in conformance with ANSI/TPI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essrona engineering responsibilitty�sole iv for the desi n shovTn. The suifabillty and use of this Ewing for any structure is the responsibility of the Building DesigrSer perANSIITPI 1 Sbc.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindus .corn;ICC: w .iccsafe.org Orlando FL,32837 Job Number: 342017A Ply: 1 SEQN:809624 /T84 COMN Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 11 FROM:RCT DrwNo: 213.17.1511.26363 Truss Label: C17 JB / OF 08/01/2017 1;"l 5 , 2pp0��', 10" 5 5'0"3 10' 14'11"13 1912 1x'1"7 r10"b 4'1"4 + 4'11"13 + 4'11"13 + 4'1"4 &5 =4X4 E T2 12 1.5X4 1.5X4 0 6 p D F T3 n N_ ED rn 4X4 X 44 BC H AJ I 2X5(A1) =3X8 =2X5(A1) 10' 10' 2 10' 20' 2' Loading Criteria(psf) Wind Criteria Snow Criteria ft,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.035 J 999 240 B 871 /53 /506 /- /179 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.078 J 999 180 H 871 /53 /506 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 J - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.035 J B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 id B&H are a s rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.979 Bearings g surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.938 Spacing:24.0" Re Factors Used:Yes Max Web CSI: 0.194 Members not listed have forces less than s) P 9� C&C Dist a:3.00 ft P Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 113-C 337-1121 E-F 277 -866 Lumber C-D 347 -1107 F-G 348 -1107 Value Set:13B(Effective 6/1/2013) D-E 277 -866 G-H 337 -1121 Top chord 2x6 SP#2:T2,T3 2x4 SP#2: Maximum Bot Chord Forces Per Pty(Ibs) Bot chord 2x4 #2 Webs 2x4 SP#33 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-J 934 -168 J-H 934 177 approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. In lieu of structural panels or rigid ceiling use purlins E-J 509 47 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.90 1.00 TC 67 1.00 19.00 TC 39 19.00 21.90 BC 120 0.15 19.85 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. Wind ���0� sw•i�"Y Wind loads based on MWFRS with additional C&C a V' �► ' member design. r� ; o. 848 yk Q ATE . cv #0 278yyNAL � tr++trwiu�t �� 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3,B7 or 610, as applicaf3le. Apply plates to each face,oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildin$gComponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the µ„ truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drowing or cover pa e,, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of ro esslona, engineering responslbilltv sole) for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building DesigrSer pePANSI/TPI 1 Sac.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com:TPI: www.t inst.or ;SBCA: w sbandust .com;ICC: w Jccsafe.org Orlando FL,32837 Job Number: 342017A Ply: 1 SEQN:2929 / T54 COMN Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1513.01590 Truss Label: C18 JB / DF 08/01/2017 57' 10' 14'912 20' r 57 4'10„ + 4712 + 5'2"4 II4X6 C 12 6 K3X4 4XD4 v i� in W3 3X3(C7 3X3(C7) A E T r4 I H G F 7X6(C7) 1113X6[5] =12X14 1113X6[14] =7X6(C7) 4'9"3 4'11"13 I 4'11"13 4'9"3 Aad 5'0"3 + 10' 141113 + 19'9" A 3, '20' Loading Criteria(psf) Wind CriteriaSnow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.143 G 999 240 1 2712 /598 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.320 G 738 180 E 3391 /631 /- /- /- /5.5 BCDL: 10.00 Risk Category:II - EXP:C I Snow Duration:NA HORZ(LL): 0.032 B - - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.071 B I Min Brg Width Req= 2.7 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 E Min Br 9 Width Reg 3.4 TCDL:4.0 psf id surface.I&E are a rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.982 Bearingsg Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.987 Re Factors Used:Yes Max Web CSI: 0.896 Members not listed have forces less than s) Spacing:24.0" C&C Dist a:3.00 ft p Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 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:17.01.00.0314.20 A-B 1149 -5163 C-D 921 -4068 Lumber Wind B-C 910 -4044 D-E 1140 -5591 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x8 SP SS Dense Webs 2x4 SP#3:W3 2x4 SP#2: A-H 4552 -1000 G-F 4909 -992 Lumber value set"13B"uses design values H-G 4527 -997 F-E 4944 -994 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) H-B 839 -115 G-D 223 -1506 TC-From 56 plf at 0.00 to 56 plf at 6.06 TC-From 28 plf at 6.06 to 28 plf at 10.00 B-G 228 -1070 D-F 1165 -77 TC-From 56 plf at 10.00 to 56 plf at 20.00 C-G 3349 -693 BC-From 20 plf at 0.00 to 20 plf at 6.06 BC-From 10 plf at 6.06 to 10 plf at 20.00 BC-1147 Ib Conc.Load at 6.06A%y BC- 611 Ib Conc.Load at 8.06,10.06,12.06,14.06 BC- 624 Ib Conc.Load at 16.06,18.06 Plate Shift Table Q •s'•` S�••� JT Plate Lateral Chord JT Plate Lateral Chord 8 V No Size Shift Bite No Size Shift Bite r : • [5] W3X6 S 4.00 [14] W3X6 S 4.75 g i 0 648 • Purlins * ; In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: is • • Chord Spacing(in oc) Start(ft) End(ft) % TC 22 10.00 20.00 '4''-.�dc,� BC 111 0.15 19.85 •�'•••�•••`• .�ra� Apply purlins to any chords above or below fillers 40 278N �/ONAL at 24"OC unless shown otherwise above. •w� 4tR11�1� 08/01/2017 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 610, as applicable. Apply Oates to each faceof 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 Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the ,,,,,,M, truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drowing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)esslona, engineering responsibility solely for the design shown. The suitability Suite 150 and use of this gnawing for any structure is the responsibility of the Building DesigrSer per ANSI/TPI 1 S�c.2. For more information see this job's general notes page and these web sites: ALPINE: w .al ineitw.com;TPI: www.t inst.or ;SBCA: w .sbandust .corn;ICC: www.iccsafeorg Orlando FL,32837 Job Number. 342017A Py: 1 SEQN:809412 /T22 SPEC Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: , FROM:RCT DrwNo: 213.17.1513.13057 Truss Label: D19 JB / DF 08/01/2017 14 88 10" 5 674 1 776 r 14'9"12 10" 5'4"6 1'4"21 61"4 =5X4 12 E "3X4 Q 5.25 i p4 F 12 6 e 1113X4 m T 14X4 G n T1 B C =_5X4 =3XP�-z5X4 1 1 � A 1 H ;2X4(A1) 3 1112X6 12 �i 5'6"4 1'9"6 5'6"4 2, 5" 5'11"1 . 2 T9"2 �121� 146"4 �3 q5"8 9' 14'9"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.051 K 999 240 B 691 /167 /399 /- /120 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.115 K 999 180 H 548 /118 /282 /- /- /3.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.033 H - - Wind reactions based on MWFRS Des Ld: 37.00 a.C Mean Height:15.00 ft HORZ(TL): 0.074 H B Min Brg Width Req= 1.5 Me NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 H Min B r9 Width Req= 1.5 TCDL:4.0 psf Bearings B&H are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.983 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.412 Spacing:24.0" CBC Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.351 Members not listed have forces less than 375# Loc.from endwall:An FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Y Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 702 -1226 E-F 676 -889 Lumber C-D 714 -1214 F-G 661 -1117 D-E 612 -832 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2:T1 2x6 SP#2: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set",3B"uses design values B-K 1049 -561 J-1 951 -525 approved 1/30/2013 by ALSC K-J 975 -530 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens Comp to laterally brace chords as follows: D-J 354 -432 I-G 922 492 Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.90 1.00 E-J 792 -698 G-H 404 -503 TC 60 1.00 14.81 J-F 421 -479 BC 120 0.15 0.69 BC 65 0.69 5.98 �4►11 BC 36 5.96 . r .S F e w BC 72 9.00 144.8181 Apply purlins to any chords above or below fillers AV ••••• • •�•�I/L at 24' OC unless shown otherwise above. 1�V•••- ` ��• V V' • Wind e i Wind loads based on MWFRS with additional C&C : o, 648 • member design. • a • � f =1: ,o•. ATE ORV0 F •••..._....• C� #0 278 NAL -"pkrty�pNttM� 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing 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 Joinf Details, unless noted otherwise. f�efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the .-CO,,,- COW- truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover paqe,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing, for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t Inst.org;SBCA: www.sbandust .com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 342017A Ply: 1 SEQN:809409 /T33 SPEC Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1513.23817 Truss Label: D20 JB / DF 08/01/2017 1 '14 10 5 6'3"4 8'15 14'9"12 10U"d 5'4"6 + 1'10"5+ 68"3 5X4 E111.5X4 12 F Q 5.25 0X4 Is 12 6 m 1113X3 a G o_4X4 T B C K J I a o T1 -5X4 =3X4=5X4 � 1 A H e2X4(A1) 12 3 1112X5 ~- 2, 5'6"4 3'0"4 5'6"42 5'11"12 9' 14'6'4 3'8 14'9"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI1CS1 Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.057 F 999 240 B 692 /165 /404 /- /121 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.130 F 999 180 H 548 /120 /275 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.033 H - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.074 H B Min Brg Width Req= 1.5 NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 H Min Br 9 Width Req= 1.5 TCDL:4.0 psf s rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.984 Bearings B&H are a gid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.590 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.269 Members not listed have forces less than 375# Loc.from endwall:not in 4.50 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:17.01.00E.0525.17 B-C 344 -1216 E-F 372 -805 Lumber C-D 360 -1204 F-G 285 -976 D-E 345 -849 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2:T1 2x6 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp, Chords Tens. Comp. Lumber value set"13B"uses design values B-K 1040 -302 J-1 749 -199 approved 1/30/2013 by ALSC K-J 974 -291 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens Comp. to laterally brace chords as follows: E-J 541 -284 G-H 222 490 Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.90 1.00 I-G 707 -174 TC 60 1.00 8.13 TC 66 8.13 14.81 BC 120 0.15 0.69 BC 65 0.69 5.98 Gt�S FLF��4 BC 36 5.98 9.00 ,'• BC 72 9.00 14.81 • •••'• •••• r/t/ Apply purlins to any chords above or below fillers ••� aS�••• at 24"OC unless shown otherwise above. r • Wind + O. 648 i Wind loads based on MWFRS with additional C&C = s member design. r • s ,o. ATE • � #0 278ss AL 08/01/2017 -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping.installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicaf3le. Appy plates to each face.oftruss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildin CComponents Group Inc.shall not be responsible for any deviation from this drawin�any failure to build the MR COMPANY truss in conformance with ANSI/PI 1,or for handling,shipping,installation and bracing of,trussesA seal on this dr wi g or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the de si n shown. The suitability Suite 150 and use of this giawing for any structure is fhe responsibility of the Building DesigrSer per ANSI/TPI 1 0ec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI'. w t inst.org SBCA: vnvw.sbandust .com;ICC: www.iccsafe.or Orlando FL,32837 Job Number: 342017A Ply: 1 SEQN:809398 /T34 SPEC Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1513.37123 Truss Label: D21 Page 1 of 2 JB / DF 08/01/2017 1 "14 1 5 8' 9'5"9+ 14'9"12 11rd- T1"2 1'S"9 54"3 -i 0 0.25 r4M R1) X7X6 12 EE F Q 5.25 12 5X4 6 p =3X3 e Y 1.55X4 G ro r T fHo610 n rn B C M B2 L a K 1 W5 T7 04X4 =3X4 N 1114X6[15][15] I 1 A 2X4 1 H a 3 12 1112X5 4'11" 3'7"8 56"4 54"8 9' 74'6"4 ,3"8 14'9"12 Loading Criteria(psf) Wind Criteria Snow Criteria(P9,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): 0.175 M 999 240 B 1076 /302 /- /- /38 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.398 M 442 180 H 928 /235 /- /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.085 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(fL): 0.192 H - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 TCDL:4.0 psf Bearings B&H are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.995 g 9 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.822 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: 0.378 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE,HS VIEW Ver:17.01.00E.0525.17 B-C 643 -2393 E-F 444 -1775 Lumber Purlins C-D 637 -2381 F-G 428 -1610 D-E 506 -1949 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins To chord 2x4 SP#2:T1 2x6 SP#2: to laterally brace chords as follows: Top Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3:W5 2x6 SP##2: Bot chord 2x4 SP :B2 2x6 SS Dense: TC 39 -1.90 1.00 Chords Tens.Comp. Chords Tens. Comp. 2TC 34 1.00 8.00 Lumber value set 136"uses design values TC 18 8.00 9.46 B-M 2034 -500 K-J 431 -86 approved 1/30/2013 by ALSC TC 48 9.46 14.81 M-L 1704 -392 J-I 489 121 BC 120 0.15 0.69 L-K 1420 -328 Special Loads BC 59 0.69 5.38 ----(Lumber Dur.Fac.=1.25/Plate Our.Fac.=1.25) BC 75 5.38 14.81 Maximum Web Forces Per Ply(lbs) TC-From 56 plf at -2.00 to 56 plf at 0.91 Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. TC-From 56 plf at 0.91 to 56 plf at 6.05 at 24"OC unless shown otherwise above. TC-From 28 plf at 6.05 to 28 plf at 8.00 E-L 693 -145 K-G 993 -243 TC-From 27 plf at 8.00 to 27 plf at 9.46 L-F 922 -205 I-G 253 -857 TC-From 55 plf at 9.46 to 55 plf at 14.81 F-K 124 -400 I-H 252 -855 BC-From 4 plf at -2.00 to 4 plf at 0.00 (fqt BC-From 21 plf at 0.00 to 21 plf at 5.98 BC-From 10 plf at 5.98 to 10 plf at 8.93 BC-From 20 plf at 8.93 to 20 plf at 14.52 O� .•••• ••••••�/t/ BC-From 21 plf at 14.52 to 21 plf at 14.81 O •''� aS�••iY BC- 447 Ib Conc.Load at 6.05,8.93 Z • Plating Notes 0" 64 All plates are 3X4(A1)except as noted. • 1 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No : • [15] W4X6 S 3.75 Size Shift Bite `�'4�jt�,�o'cLpRti�P•••��� r� #0 278 ` 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI and SBCA)for sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri991d ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as appllcab�le. Apply plates to each face,ofptruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,,rrwc µ truss in conformance with ANSI P1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page?ability 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro esslona engineering responslbili�tv�solely for the design shown. The sul ability Suite 150 and use of this a�awing for any structure is the responsibility 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: wwwal ineitw.com:TPI: www.t inst.or ;SBCA: www.sbandust .com;ICC: w .icrsafeorg Odando FL,32837 Job Number: 342017A Ply: 1 SEAN:809398 /T34 SPEC Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1513.37123 Truss Label: D21 Page 2 of 2 JB / DF 08/01/2017 Wind Wind loads and reactions based on MWFRS. Right end vertical exposed to wind pressure. Deflection meets L/240. Iftdltly�p�I . LST` SF•• o. 848 ` * • * . * ,©`• ATE •� OR .• -- ,�� ••. - ••••fes ••� #0 278 ys ONAI-So 08/01/2017 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing,and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3,B7 or 910, as applica e. Apply plates to each face.of truss and position as shown above and on the JoinFDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positrons. Alpine,a division of ITW B�rilding omponents Group Inc.shall not be responsible for any deviation from this drawin anV failure to build the µ ,-,;;,,w truss in conformance with ANslrf 1 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drowirfg or cover page,, 2400 Lake Orange Dr. "stingthis drawing indicates acceptance of pro essiona en ineermly responsibility solely for the design shov7n. The sui bili Suite 150 and se of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 S6c.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www. inst.or ;SBCA: www.sbdndus .com;ICC: www.icesafe. Orlando FL,32837 Job Number: 342017A Ply: 1 $EON809406 /T25 HIPS Cust R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Oty: 1 FROM:RCT DrwNo: 213.17.1513.41553 Truss Label: D22 Page 1 of 2 JB / DF 08/01/2017 0'2 X10" 6' 8'11"12 14'9"12 10" 4'11"14 2'1112 5'10" 5E T3 T3 ;5F7 12 6 � 43X4 a 3X6[24] v G 06X8(++ Li Li r�4 �n vl T1 B C6[1sj[B6j 1113X[12 K 7) I H � � 1 � A N It11.5X4 � :3X8(F1) 12 3 I//7X8(G3) 2, 4'11" 11" 2'8"8 3'9"5 1'8"2 �- •[.5...' 5'4"8 6'3" 9' 12'9"5 14'5"6 ,A '5"8 112 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.218 M 808 240 B 1768 /463 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.495 M 355 180 H 1628 /402 /- /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.155 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL): 0.352 1 B Min Brg Width Req= 1.7 Mean Height:15.00 ft H Min B Width Re 1.6 NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 r9 q= TCDL:4.0 psf Bearings B&H are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.995 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.984 Re Factors Used:Yes Max Web CSI: 0.615 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 1060 -4229 E-F 1132 -4604 Lumber Plate Shift Table C-D 1041 -4152 F-G 1265 -4989 D-E 1224 -4848 G-H 822 -3293 Value Set:13B(Effective 6/1/2013) JT Plate Lateral Chord JT Plate Lateral Chord Top chord 2x4 SP SS Dense:T1 2x6 SP#2: No Size Shift Bite No Size Shift Bite :T3 2x4 SP#2: [16] W4X6 S 3.75 [17] W3X6 S 4.25 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP SS Dense:82 2x6 SP SS Dense: [24] W3X6 4.75 L 1.25 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-N 3479 -870 K-J 4447 -1118 :Rt Stub Wedge 2x4 SP#3: N-M 3524 -870 J-1 2851 -707 Lumber value set"136"uses design values D-M 1077 -267 J-G 1809 -456 approved 1/30/2013 by ALSC M-L 4373 -1100 I-H 2735 -680 L-K 4575 -1139 Special Loads ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Maximum Web Forces Per Ply(Ibs) TC-From 56 plf at -2.00 to 56 plf at 0.91 Webs Tens.Comp. Webs Tens. Comp. TC-From 56 plf at 0.91 to 56 plf at 6.00 TC-From 28 plf at 6.00 to 28 plf at 8.98 E-L 1475 -209 1-G 209 -649 TC-From 56 plf at 8.98 to 56 plf at 14.81 IOtyK-F 1614 -264 BC-From 4 plf at -2.00 to 4 plf at 0.00 ��++ BC-From 21 plf at 0.00 to 21 plf at 5.98 ►�7 Fe- 1Z4 lf at 9.00 BC-From 20 BC-From 10 plf at 9.00 to 20 lf at 5.98 to 10 pif at 12.77 AV•••;•• • S�'Y./!�/ BC-From 21 plf at 12.77 to 21 plf at 14.81 �" • TC- 326 Ib Conc.Load at 6.03,8.95 • • TC- 132 lb Conc.Load at 7.49 • • BC- 689 Ib Conc.Load at 6.05,8.930. 848 BC- 108 Ib Conc.Load at 7.49 • y Plating Notes s All plates are 4X6 except as noted. =s� IT J�� (++)-This plate works for both joints covered. '• • Wind � ••......•• Wind loads and reactions based on MWFRS. #0 278 � /ONA 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl ri4id ceiling Locations shown for permanent lateral restraint of webs shall have bracinpp installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face oftruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildincLComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the N,,,�,o,,,,w truss in conformance with ANSI/PI 1,or for handli%shipping,installatidn and bracing of,trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. sting this drawing indicates acceptance of pro essrona en ineering res onslbilrty soleiVV for the desi n shown. The sui ablll Suite 150 and use of this drawing, for any structure is the responsibilityofthe Building Designer perrANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or;SBCA: www.sbcindust .c rn;ICC: wwwJccsafe.org Orlando FL,32837 Job Number: 342017A Ply: 1 SEQN:809406 /T25 HIPS Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1513.41553 Truss Label: D22 Page 2 of 2 JB / DF 08/01/2017 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 34 -1.90 0.98 TC 28 0.98 6.00 TC 27 6.00 8.98 TC 29 8.98 14.81 BC 120 0.15 0.69 BC 69 0.69 6.29 BC 93 6.29 12.74 BC 74 12.74 14.81 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. �P►S Ft,F �� • o. 648 IT #02 8 NAL �'u+w+aaiwutz� 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have brach installed per BCSI sections 63,B7 or 610, as applicable. Apply Oates to each face oftrussand position as shown above and on the Joinf9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ w µ truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of prolesslonar engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing, for any structure is the responsibility of the Building Desigrier per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www, inst.or ;SBCA: www.sbcindust .com;ICC: w Accsafe.org Orlando FL,32837 Job Number. 342017A Ply: 1 SEQN:809312 /T76 SPEC Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1513.56677 Truss Label: E23 JB / DF 08/01/2017 a�" 4'2"4 8'4"8 12'3" 197"2 1r94'7 F4'24 -}- 4'2"4 -}- 3'10"8 -}- 7'4"2 - "5 12 =-4X4 6 D 1114XA4[1][1] 1111.58X4 ;5X10(SRS C mT m �-Z 4X4 ,nom a E `I� F 1U T4 17 K 129 J 1 H B2 G 1112X5[31 =3X10[5] =5X4 =3X4 =2X5(A1) 4'1"12 3'11"4 4'0"4 8'4"12 2, 4'1"12 8'1" 12'1"4 20'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.076 C 999 240 K 1320 /254 /- /- /49 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.172 C 999 180 F 1009 /249 /- /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.022 A - - Wind reactions based on MWFRS Des Ld: 37.00 EXP'C HORZ(TL): 0.049 A K Min Brg Width Req= 1.6 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 TCDL:4.0 psf id surface.K&F are a s rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.984 Bearings g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.989 Spacing:24.0" Re Factors Used:Yes Max Web CSI: 0.796 Members not listed have forces less than 375# P 9 C&C Dist a:3.00 ft P Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 it 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:17.01.00E.0525.17 A-B 350-1821 D-E 303 -1326 Lumber Purlins B - 351 -1822 E-F 310 -1341 C-D 271 -1281 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP#2 34 2x6 SP#2: to laterally brace chords as follows: Bot chord 2x6 SP#2:B2 2x4 SP#2: Chord Spacing(in oc) Start(ft) End(ft) d Forces Per Ply(lbs) Chords Maximum Bot Tens.Comp. Chord Chords Tens. Comp. Webs 2x4 SP#3 TC 46 0.00 8.38 Lumber value set"138"uses design values TC 52 8.38 12.25 J-1 2049 -418 H-F 1098 -228 TC 40 12.25 19.50 approved 1/30/2013 by ALSC TC 39 19.50 22.40 I-H 2045 -421 BC 105 0.00 20.35 Special Loads Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. TC-From 28 plf at 0.00 to 28 pif at 3.94 TC-From 56 pIf at 3.94 to 56 plf at 8.38 A-K 263 -1184 C-H 230 -1109 TC-From 56 plf at 8.38 to 56 plf at 12.25 A-J 2089 -373 H-D 762 -59 TC-From 56 plf at 12.25 to 56 pIf at 19.62 J-C 78 -379 TC-From 56 plf at 19.62 to 56 plf at 22.50 lillill"M. BC-From 10 plf at 0.00 to 10 plf at 3.94 S � BC-From 20 plf at 3.94 to 20 pIf at 8.08 BC-From 20 pif at 8.08 to 20 pIf at 20.50 �. ■ •� BC-From 4 plf at 20.50 to 4 pif at 22.50 O�.`.•'� c�'!•� / TC- 86 Ib Conc.Load at 0.73,2.73 t7e. • BC- 75 Ib Conc.Load at 0.73,2.73 BC- 491 Ib Conc.Load at 3.94 t o. 848 Plate Shift Table : • JT Plate Lateral Chord JT Plate Lateral Chord * ; No Size Shift Bite No Size Shift Bite [1] W4X4 2.75 R 1.75 [3] W2X5 S 3.25 [5] W3X10 3.75 L 1.25 rA; • ((� r �% Wind �'�y���i��nA.:0 R,,0.•'�����• Wind loads and reactions based on MWFRS. ���4yVt7�ONAt�`\1l� Left end vertical exposed to wind pressure. #0 278 yl• Deflection meets U240. fM4t{1<IiWt� 08/01/2017 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face_of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildi%omponents Group Inc.shall not be responsible for any deviation from this drawino any failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wing or cover pa�e,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibilitty�solely for the desi n shown. The sui ability Suite Lake and use of this drawing for any structure is the responsibility of the Building Desigder per ANSI/TPI 1 S-ec.2. 150 For more information see this job's general notes page and these web sites. ALPINE. www.alpineaw.com:TPI. www.tpinst.org:SBCA www.sbandust .com:ICC: wwwimsafe.or Orlando FL,32837 Job Number. 342017A Ply: 1 SEQN:809291 /T61 SPEC Cusl:R9353 JRef: 1 W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qtv'. 1 FROM:RCT DrwNo: 213.17.1513.58303 Truss Label: E24 JB / DF 08/01/2017 p-- 6'4"B + 10'4"8 12'3" 19'72 1r9147 6'4"8 4' 1'10"8 7'4"2 "5 it 4X4(R 1) =5X6 =5X4(SRS) D T B C 12 6 N m < °i 144X4 N E T. A F DO fil TS G III2X5(B2) 11.5X4 =5X4 =3X4 =2X4(A1) 6'6"43'6"12 2'0"4 8'4"12 6'6"4 10'1" 12'1"4 20'6" 2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions fibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.042 C 999 240 A 764 /68 /411 /- /137 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.096 C 999 180 F 901 /83 /516 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C Mean Height:15.00 ft HORZ(TL): 0.043 H A Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.0 psf Code I Misc Criteria Creep Factor:1.5 F Min Br 9 Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.995 Bearings A&F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.696 Re Factors Used:Yes Max Web CSI: 0.216 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 A-13 411 -1200 D-E 385 -1108 Lumber 447 -1093 E-F 361 -1122 C-D 408 -1002 Value Set:13B(Effective 6/1/2013) Top chord 20 SP#2:T5 2x6 SP#2: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 :Lt Wedge 2x4 SP#3: A-J 998 -237 1-H 1103 -267 Lumber value set"138"uses design values J-1 1002 -234 H-F 906 -188 approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: C-H 196 -403 H-D 566 -118 Chord Spacing(in oc) Start(ft) End(ft) TC 58 0.00 6.38 TC 48 6.38 10.38 IIp10yf� TC 25 10.38 12.25 TC 55 12.25 19.50 TC 39 19.50 22.40 O� ��. ■ ��� �j_ BC 120 0.00 20.35 .�•; !��.�/ Apply purlins to any chords above or below fillers � � e► at 24"OC unless shown otherwise above. A � Wind o. 848 i Wind loads based on MWFRS with additional C&C ; • member design. ATE .04,�v #0 278 � ANAL 08/01/.017 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted othenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face ofptruss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawingq any failure to build the ANf COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessronar engineering responsrbili solely for the design shown. The suitability Suite 150 and use of this yawing 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: w .al ineitw.com;TPI: w .t inst.org SBCA: www.sbandust com;ICC: wwwiccsafe.org Odando FL,32837 Job Number: 342017A Ply: 1 SEAN:809287 /T80 HIPS Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1514.00877 Truss Label: E25 JB / DF 08/0112017 �pp 8'4"8 12'1"8 19'7"2 1 � 8'4"8 3'9" 7'5"10 "5 5X7 =5X4 B C 12 T 6 m 3r 'v 4X4 D A E T4 T4 1 W Ri N — F H G 1112X5(B2) 1111.5X4 =5X4 =2X4(A1) 8'6"4 3'312818" 8'6"4 11'10" 20'6" 2' Loading Criteria(psr) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.019 H 999 240 A 764 /62 /416 1- /139 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.044 H 999 180 E 901 /89 /520 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 G - - Wind reactions based on MWFRS Des Ld: 37EXP:C.00 Mean Height:15.00 ft HORZ(TL): 0.031 G - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 TCDL:4.0 psf Bearings A&E are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.999 g g Load Duration:1.25 MWFRS Parallel Dist:>2h TPI Std: 2007 Max BC CSI: 0.631 P Re Factors Used:Yes Max Web CSI: 0.094 Members not listed have forces less than s) Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 A-B 363 -1115 C-D 355 -1088 Lumber B-C 388 -895 D-E 330 -1103 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 34 2x6 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 A-H 904 -159 G-E 886 -158 :Lt Wedge 2x4 SP#3: H-G 908 -157 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 38 0.00 8.38 TC 45 8.38 12.13 129f- TC 50 12.13 19.50 t TC 39 19.50 22.40 x'Applypurlins to any chords above or belowflllllers Are .•C 120 0.00 at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C o. 648 • member design. e • _� ,o;• ATE ;t� #0 278NAL „ �up�+ 08/01/2017 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, shipping,installing.and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)handling,r safety practices prior to performing these functions. Installers shall provide temporarryv bracing per BCSI.Unless noted o1/ erwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigqid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicaflle. Apply plates to each face,of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawings any failure to build the N, C, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wi g or cover page,, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro)essionar engineering responsibility solely or the design shown. The suitability Suite 150 and use of this rawing for any structure is the responsibility of the Building Desigrier per'ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .com;ICC: w Jccsafe.or Orlando FL,32837 Job Number: 342017A Ply: 1 SEAN:809280 /T72 COMN Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 2 FROM:RCT DrwNo: 213.17.1514.02557 Truss Label: E26 JB / DF 08/01/2017 201q' a 9" 10'3" 15'4"5 19'7"2 1 511"11 + 5'1"5 + 5'1"5 -�- 4'24'2"12.5 =4X4 C 12 6 1.5X4 1.5X4 B D N_ c0 O in f0 $4X4 E A F T3 i H C' III3X4(B2) =5X6 =2X5(At) 193" 1013" 2, 193" 20'6" 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 Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.038 H 999 240 A 764 132 /415 /- /163 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.087 H 999 180 F 901 /58 /518 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 H - - Wind reactions based on MWFRS EXP:C HORZ L: 0.030 H A Min Br Width Re 1.5 Des Ld: 37.00 Mean Height:15.00 ft � ) g q NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 TCDL:4.0 psf Bearings A&F are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.978 g g Load Duration:1.25 MWFRS Parallel Dist:>2h TPI Std: 2007 Max BC CSI: 0.422 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.203 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 A-B 406 -1213 D-E 372 -1164 Lumber B-C 302 -916 E-F 361 -1179 C-D 296 -915 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2:T3 2x6 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 :Lt Wedge 2x4 SP#3: A-H 1026 -234 H-F 984 -201 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. In lieu of structural panels or rigid ceiling use purlins C-H 532 -72 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 60 0.00 10.25 TC 65 10.25 19.50 llplpp TC 39 19.50 22.40 BC 120 0.00 20.35 Apply purlins to any chords above or below fillers ,`� •'�•� at 24"OC unless shown otherwise above. OO••••• �'• 1/ `` • Wind ? V" • Wind loads based on MWFRS with additional C&C • member design. ; 0. 648 0 ATEIf Q s00A,''N t OROP"o ,+ •.....• #0 278�N, s/ONAC 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl n id ceilin Locations shown forpermanent lateral restraint of webs shall have braciri installed per BCSI sections B3,B7 or B10, as applicable. Appy Oates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Compon nts Group In, shall not be responsible for any deviation from this drawin any failure to build the µm N truss in conformance with ANSI/TPI 1,or 1�or handling shipping,installation and bracing of,trussesA eal on this drowing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro7essfonar engineenng responsibility solely tsor the des/ n shown. The sui ability Suite 150 and use of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE. www.al ineitw.com;TPI: www.t inst.org,SBCA: www.sbandusl .com:ICC: wwwiccsafe.org Orlando FL,32837 Job Number: 342017A Ply: 1 SEON:809275 /T75 HIPS Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 2 FROM:RCT DrwNo: 213.17.1514.04287 Truss Label: E27 JB / DF 08/01/2017 I 14 i 200''6" 10" 5 5'1"11 10'3" 15'4"5 197"2 1!r9''�"7-� 10" 4'212 + 5'1"5 5'15 + 4'2"12 "5 =4X4 E T2 6 12 11.55X4 1.5e r T3 io v iD iD 14X4 4X4 G BC H A J I 2X5(A1) =5X6 =2X5(A1) 10'3" 10'3" 2 107 20'6" 2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.037 J 999 240 B 890 /54 /516 /- /183 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.082 J 999 180 H 890 /54 /516 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.037 J - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 TCDL:4.0 psf B&H are a s rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.976 Bearings g d surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.973 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: 0.199 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 It 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:17.01.00E.0525.17 B-C 346 -1155 E-F 285 -891 Lumber C-D 357 -1140 F-G 358 -1140 Value Set:13B(Effective 6/1/2013) D-E 284 -891 G-H 347 -1155 Top chord 2x6 SP#232,T3 2x4 SP#2: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"138"uses design values B-J 964 -176 J-H 964 -184 approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: E-J 522 -50 Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.90 1.00 TC 66 1.00 19.50 TC 39 19.50 22.40 m"M BC 120 0.15 20.35 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. �`` ••••a .'a•••. !� Wind Q w•••`` S�••• v_ • Wind loads based on MWFRS with additional C&C a member design. ; a • O. 648 • a • :• ATE �' aic�••:c4 OR�� '••���` 4027 NAL 01/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,b TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid cellln Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as appllca e. Appy plates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build1nggComponents 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,installatidn and bracing of,trussesA seal on this drawing or cover pa e,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTesslonar engineering responsibility solely for the des/ n shown. The suifabllity and use of this cawing for any structure is the responsibility of the Building Desigrier pet`ANSI/TPI 1 Sbc.2. Suite 150 For more information see this job's geneml notes page and these web sites: ALPINE. www.al ineitw.com;TPI. www.t inst.org;SBCA: www.sbcindus .com;ICC: w Jccsafe.or Orlando FL,32837 Job Number. 342017A Ply: 1 SEON:809268 /T73 HIPS Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY City: 1 i FROM:RCT DrwNo: 213.17.1514.05793 Truss Label: E28 I JB / DF 08/01/2017 410,1 10' 154"5 19'7"2 1r9'7'4'2"12 + 4'10"5 -r 5'4"5 4'2"12 5 =4X4 E T2 12 1k 1.5X4 1.5Z 4 6 D r T3 N_ rn En zo _4X4 �4G4 BC H AJ I 2X5(A1) =5X6 =2X5(A1) 20'6" 2' 20,6" 2' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.037 J 999 240 B 890 /53 /513 /- /180 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.082 J 999 180 H 890 /53 /513 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 J - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.037 J B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.976 Bearings B&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.973 Re Factors Used:Yes Max Web CSI: 0.199 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft p Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 337 -1155 E-F 274 -891 Lumber C-D 348 -1140 F-G 349 -1140 D-E 274 -891 G-H 338 -1155 Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2:T2,T3 2x4 SP#2: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-J 964 -168 J-H 964 -179 approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. In lieu of structural panels or rigid ceiling use purlins E-J 522 52 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.90 1.00 TC 66 1.00 19.50 TC 39 19.50 22.40 BC 120 0.15 20.35 ,, Apply purlins to any chords above or below fillers %. 4,z at 24"OC unless shown otherwise above. r�S Fcq 1177 • • �•Y/ Wind ��••.•` • S�% Wind loads based on MWFRS with additional C&C r • member design. •• • O. 648 08/01/2of�w� "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rl4id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing ins�alled per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face,ofptruss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawin any failure to build the .T COW— truss In conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of professionar engineering responsibility solely for the design shown. The suitability Suite 150 and use of this cawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Far more information see this job's general notes page and these web sites: ALPINE: wwwal inedw.com,TPI. www t inst.or ;SBCA. -sbandustry com,ICC: wvnviccsafe org Orlando FL,32837 Job Number: 342017A Ply: 1 SEON:809264 I T90 HIPS Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1514.07530 Truss Label: E29 JB / DF 08/01/2017 114 201 10" 5 8' 1219'7"2 145 x101 7'1"2 I 4'6" + 7'1"2 a 5 =4X8 =5X4 D E 12 6 v 1� N 4X4 ,4X4 F T1 B C G T5 A J I H 2X4(A1) 1111.5X4 =5X4 =2X4(A1) 8'1"12 4'0"12 8'3"8 2' 2' 8'1"12 12'2"8 20'6" - Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/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): 0.023 J 999 240 B 890 /91 /517 /- /154 13.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.051 J 999 180 G 890 /91 /517 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 1 - - Wind reactions based on MWFRS Des Ld: 37EXP:C.00 HORZ(TL): 0.031 I - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft r9 q G Min B Width Re 1.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 = Soffit: 2.00 TCDL:4.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.993 Bearings B&G are a rigid surface. BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.574 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.092 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 322 -1096 E-F 344 -1079 Lumber C-D 344 -1082 F-G 322 -1093 D-E 375 -889 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2:T1,T5 2x6 SP#2: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-J 883 -136 1-G 881 -153 approved 1/30/2013 by ALSC J-1 881 -134 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.90 1.00 TC 55 1.00 8.00 TC 54 8.00 12.50 TC 55 12.50 19.50 M111"M41414" TC 39 19.50 22.40 BC 120 0.15 20.35 !-/�► Apply purlins to any chords above or below fillers ••,■■ • we. f� at 24"OC unless shown otherwise above. •p� S�•.• • Wind • ■ Wind loads based on MWFRS with additional C&C i Q, 648 • member design. l ATE . s #0 278 NA 08/01/2017 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 610, as applicable. Apply Oates to each faceof truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build)' hgComponents Group Inc.shall not be responsible for any deviation from this drawin an failure to build the µ ro truss in conformance with ANSIITPI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drawing or cover pa e,, 2400 Lake Orange Dr. "stingthis drawing indicates acceptance of ro essfona en ineed res onsrbilittyv solely for the des/ n shown. The sui abill Suite 150 and se of this gnawing for any structure is the responsibility g of the Building Desigrier perANSIrrPI 1 Sgec.2. 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BCDL:5.0 psf TPI Std: 2007 Max BC CSI: 0.706 Load Duration:1.25 MWFRS Parallel Dist:h to 2h Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 It Rep Factors Used:Yes Max Web CSI: 0.139 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 240 -843 D-E 264 -839 Lumber C-D 264 -828 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2:T1 2x6 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-F 665 -134 F-E 665 -134 Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.90 1.00 TC 68 1.00 8.25 TC 65 8.25 16.50 BC 120 0.15 16.50 IIMWyfprlpp, Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. ,`!:�►a7 F�e- �h �j�V ••ems • �••• f�I Wind V d tS '�• Wind loads based on MWFRS with additional C&C ••y �• • member design. •• • • o. 648 L * % Soo:• ATE . � I� #0 / •N 27$ry�hy S4L�►w�� 08/01/201 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as applicable. Appy plates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ�-�w truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page Ability 2400 Lake Orange Dr. listin this drawing indicates acceptance of pro esslona en !neerin res onslbilit�yv sole) for the desi n shown. The suit bill Suite 150 and use of this drawing for any structure is fhe responsibilit�of the building Desigrier per'ANSI/TPI 1 S-6c.2. For more information see this job's general notes page and these web sitesALPINE. www.alpineitw.com:TPI. www.tpinstorg,SBCA wwwsbandustry com,ICC: www.iccsafe.or Orlando FL,32837 Job Number: 342017A Ply 1 SEON:809300 /T68 SPEC Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1514.13157 Truss Label: G32 JB / DF 08/01/2017 8'3" 16'6" 8'3" ��--— 8,3„ /,r 4X4(R1) 12 6 _N 00 a A C DOT T'4 D E 1112X5(B2) III 1.5X4 1112X5(B2) 8'3" 8'3" 8'3" 16'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI 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): 0.009 D 999 240 A 624 /29 /335 /- /106 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.024 D 999 180 E 624 /29 /335 /- /- /6.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 D - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.019 D A Min Brg Width Req= 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 E Min B r9 Width Req= 1.5 TCDL:4.0 psf id surface.A&E are a s rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.992 Bearings g Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.722 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 it Rep Factors Used:Yes Max Web CSI: 0.141 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 A-B 284 -870 B-C 284 -970 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:134(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 A-D 695 -153 D-C 695 -153 Webs 2x4 SP#3 Lumber value set"136"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 62 0.00 16.50 BC 120 0.00 16.50 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind `` j�,(,►;'e�/-'q Wind loads based on MWFRS with additional C&C �`�•••�� .!+�/ member design. +•� •• O. 648 as,�'; ATE A. #0 27a '�, CONAL O8/O1/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for sa shipping,practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r! id ceilin Locations shown for_permanent lateral restraint of webs shall have bracinp installed per BCSI sections 63,B7 or 910, 14111611161 as applicable. AppTgy Oates to each face otruss and position as shown above and on the Join QDetails, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the m we „ truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of professional engineering responsibili��vv solely for the design shown. The suitability Suite 150 and use of this gnawing for any structure is the responsibility of the Building DesigrSer per ANSI/TPI 1 Sbc.2. For more information see this bb's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI'. www.t inst.or ;SBCA: www.sbclndust .corn,ICC: www.ioosafe.or Orlando FL,32837 Job Number: 342017A Ply: 1 SEQN 809294 /T79 COMN Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY City: 1 FROM:RCT DrwNo: 213.17.1514.15230 Truss Label: G33 JB / DF 08/01/2017 8'3" 1572 11px57"7 8'3" 74"2 5 ,,w4X4(R1) 12 6 6 N m r 04 .n C A D 4 T3 III 2X5(82) F E 1111.5X4 =2X4(A1) 8'3" 8'3" It 8'3" 16'6" 2 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.011 F 999 240 A 611 /28 /333 /- /138 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.026 F 999 180 D 751 /52 /438 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP C TCD MeL:4.0 psf Height:15.00 ft HORZ(TL): 0.017 F A Min Brg Width Req= - NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 9 Width Reg= 1.5 D Min Br Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.995 Bearing D is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.706 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.139 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 A-B 266 -839 C-D 243 -843 Lumber B-C 267 -828 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 33 2x6 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 A-F 665 77 F-D 665 -77 Lumber value set"138"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 65 0.00 8.25 TC 68 8.25 15.50 TC 39 15.50 18.40 BC 120 0.00 16.35Nyfj Apply purlins to any chords above or below fillers �• (,S F�A47 at 24' OC unless shown otherwise above. Hangers/Ties ��.♦•- `•• • !s�••�/ (J)Hanger Support Required,by others •� e Wind O. 648 i Wind loads based on MWFRS with additional C&C 6. member design. =a ,e•; ATE • k,r� #02 syy'� ONw �,r� O8/01/2 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom hord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or 810, as applicaffle. Apply Oates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building omponents Group Inc.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,shipping,installation and bracing of trussesA seal on this dr wing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineering responsibili�tvy sole) for the design shown. The sui ability and use of this drawing for any structure is the responsibility of the Building Desigr5er pVANSI/TPI 1 Sbc.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: wwwal ineitw.com,TPI: www. inst.or ;SBCA: www.sbcindust .conn;ICC: www.iccsafe. Orlando FL,32837 Job Number: 342017A Ply: 1 SEAN:809245 /T66 COMN Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qtv: 3 FROM:RCT DnvNo: 213.17.1514.17227 Truss Label: G34 JB / OF 08/01/2017 8'3" + 166" { 8'3" 8'3" .&4X4(R1) 12 B 6 N R A C T 1112X5(B2) III 1.5X4 1112X5(B2) 8'3" 8'3" 8'3" 16'6" Loading Criteria(psr) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.009 D 999 240 A 624 /29 /335 /- /106 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.024 D 999 180 C 624 /29 /335 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 D - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.019 D A Min Brg Width Req= - NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.992 TPI Std: 2007 Max BC CSI: 0.722 Load Duration:1.25 MWFRS Parallel Dist:h to 2h 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: 0.141 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): I -B 284 -870 B-C 284 -870 Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 A-D 695 -153 D-C 695 -153 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid Ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 62 0.00 16.50 BC 120 0.00 16.50 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. R /A$ , Hangers/Ties `1GLJ"`� �14. (J)Hanger Support Required,by othersOO:♦•!••• • •e*'•_�����/ Wind ? • • Wind loads based on MWFRS with additional C&C ; member design. 848 • . r • _,,o•; ATE �,,��.�,♦,,t`L OR,V##-'# #0 278 NAL Ounawwu 08 1/2017 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached Ad ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face ofptruss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin omponents Group Inc..shall not be responsible for any deviation from this drawino apy failure to build the µR, w truss in conformance with ANSI 1 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wi g or cover patge.. 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro esslona engineering responslbili solely for the design shown. The sui ability Suite 150 and use of this a�awing for any structure is the responsibility of the Building Desig%r per ANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites. ALPINE. w .al ineitw.com;TPI: www.t insLor ;SBCA: www.sbdndust .com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 342017A Ply: 1 SEQN:809242 /T65 COMN Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 2 FROM:RCT DrwNo: 213.17.1514.19763 Truss Label: G35 JB / DF 08/01/2017 1 '14 r'10" 5 8'3" + 16'6" 10" 74"2 8'3" r 4X4(R 1) 12 6 N_ m C _-,4X4 N T1 B C E A F 1112X5(62) 2X4(A1) 1111.5X4 2, 8'3" 8'3" 8'3" 16'6" 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 Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.011 F 999 240 B 751 /178 /437 /- /138 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.026 F 999 180 E 611 /129 /333 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 F - - Wind reactions based on MWFRS Des Ld: 37.00 a.C MeHORZ(TL): 0.019 F B Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.995 Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.706 Spacing:24.0" Re Factors Used:Yes Max Web CSI: 0.139 Members not listed have forces less than 375# P 9� CBC Dist a:3.00 ft P Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 240 -843 D-E 264 -839 Lumber C-D 264 -828 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 31 2x6 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-F 665 -134 F-E 665 -134 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.90 1.00 TC 68 1.00 8.25 TC 65 8.25 16.50 BC 120 0.15 16.50 Apply purlins to any chords above or below fillers �• (�S` �/ �. r� at 24"OC unless shown otherwise above. Wind ��.,•'; • • !s�••�'Y Wind loads based on MWFRS with additional C&C 2� v member design. i • o. 848 • ATE •08.0_.,06• ao 78 NAL osio)izoo17 �'""""'� "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached mid ceilin Locations shown for permanent lateral restraint of webs shall have br cin installed per BCSI sections B3,B7 or 810, as appllcab�e. Appy Oates to each face of truss and position as shown above and on the�oint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinlComponents Group Inc shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI TPI 1,or for handliriq,shipping,installation and bracing of trussesA seal on this drNing or cover page,. 2400 Lake Orange Dr. listing this drawingq indicates acceptance of pro)esslonaf engineering responsibilittyv solely for the design shown. The suitability Suite 150 and use of this d�awmg 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.tpinstorg.SBCA. wwwsbcindustry com.ICC. wwwiccsafe.org Orlando FL,32837 Job Number: 342017A Ply: 1 SEQN:809239 /T59 HIPM Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1514.21683 Truss Label: G36 JB / OF 08/01/2017 1 "14 10" 4'11"7160"12 10" 4'0"8 4,11"1 6'2"4 5" 4X8 1111.5X4 E FG 6 12 1. X4 ao ro iN h r0 _4X4 C T1 B A J I H =2X4(A1) =3X4 m4X4[15] �2, 9108 608 9108 15'11" • 7" 1-1 6t„ 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): 0.029 J 999 240 B 751 /151 /476 /- /202 /5.5 SCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.067 J 999 180 H 611 1165 /330 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 D - - Wind reactions based on MWFRS Des Ld: 37.00 a.C MeHORZ(TL): 0.022 D B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= - TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.903 Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.922 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.815 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 220 -884 D-E 163 -636 Lumber C-D 231 -869 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2:T1 2x6 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-J 726 -344 J-1 521 -206 Lumber value set"138"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord E-J 448 0 E-1 268 -676 No Size Shift Bite No Size Shift Bite [15] W4X4 S 2.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.90 1.00 TC 75 1.00 16.50 �y .✓•• • ••••• f�i BC 120 0.15 16.50 Q •••`, SF`•• Apply purlins to any chords above or below fillers v • at 24"OC unless shown otherwise above. •e m O. 648 Hangers/Ties ; i • (J)Hanger Support Required,by others 09 * • • _ • • = ,o . ATE Wind i 0 • Q Wind loads based on MWFRS with additional C&C : • member design. y6 ��••*.Z0WO •,.'��Cr ao 278 *14`1,s/ANAL 08i01i201" "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rad ceilin Locations shown forpermanent lateral restraint of webs shall have bradri installed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each faceofptruss and position as shown above and on the Join f Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildincc��CComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the µ„�.,_o PAS, truss in conformance with ANS 101 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessronaJ engineering responsrbilrtt�y solely for the design shovOin. The suifab111ty Suite 150 and use of this drawing for any structure is the responsibility of the Building DesigrSer per ANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE: wwwal ineaw.com;TPI: www.tpinst.org SBCA: www.sbcindust .corn;ICC: w Jccsafe.orq Orlando FL,32837 Job Number. 342017A Ply: 1 SEAN:809236 f T57 HIPM Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1514.23517 Truss Label: G37 JB / DF 08/01/2017 1 "14 10" 5 4'0"3 8' 16'0"12 16;6" f i al 3'1"4 + 3'11"13 + 8'0"12 15..14 \1\7X6 III 1.5 EF G 12 6 1.¢X4 r N_ O N 0,4X4 C T1 B A J I H =2X4(A1) =3X4 =4X4(15] 2, 8 711" 8' 1611" A 16'8 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): 0.039 J 999 240 B 751 /161 /468 /- /169 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.088 J 999 180 H 611 /157 /313 /- /- !- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 E - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.033 F B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.994 Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.901 Re Factors Used:Yes Max Web CSI: 0.499 Members not listed have forces less than s) Spacing:24.0" C&C Dist a:3.00 ft p Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 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:17.01.00E.0525.17 B-C 242 -903 D-E 224 -777 Lumber Wind C-D 250 -888 Value Set:13B(Effective 6/1/2013) Wind bads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2:T1 2x6 SP#2: member design. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-J 732 -330 J-1 680 -265 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on E-J 407 0 E-I 299 -768 member.Or lx4'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 Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [15] W4X4 S 2.25 �OV �.•�� ��•�.••• Purlins , •`♦� �� • i In lieu of structural panels or rigid ceiling use purlins • s to laterally brace chords as follows: 0. 648 Chord Spacing(in oc) Start(ft) End(ft) t: TC 39 -1.90 1.00 TC 58 1.00 8.00 = ATE TC 75 8.00 16.50 s 0 BC 120 0.15 16.50 �".�A •j` Apply purlins to any chords above or below fillers 6"T • 3 at 24"OC unless shown otherwise above. ,! d�,••,��0R,QP••�% F Hangers/Ties #0 278�11SQ�A� (J)Hanger Support Required,by others 08/01/2017 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an c7 SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for_permanent lateral restraint of webs shall have bracin installed per BCI sections B3,B7 or B10, as applicable. Apply plates to each face otruss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building1 omponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the wnv,c NY truss in conformance with ANSVT 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawing indicates acceptance of professionar engineering responsibilitty�solely for the design shown. The sui ability Suite 150 and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE. www.al ineitw.com,TPI: www.t inst orT SBCA: www.sbcindust .wm:ICC: www.iccsafe.org Orlando FL,32837 Job Number: 342017A Ply: 1 SEQN:809233 /T32 HIPM Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1514.24807 Truss Label: G38 JB / DF 08/01/2017 1 "14 10" 5 6' 11'1"415'10"12 16'x" 10" 5'1"2 5'1"4 -- } 4'9"8 7° =p 6 1111.E 4 =4X4[15 12 6 v N 04X4 M T1 B C 1 A K J I H 3X4(A1) III 1.5X4 =3X8[14] 1112X4[17] 2, 6'1"12 i 574 4'10"12 6'1"12 11'2" 16'0"12 t-1 , 16 6' 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): 0.062 E 999 240 B 1145 /263 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.146 E 999 180 H 1147 /227 - BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 D - - Wind reactions based on MWFRS ean Height:15.00 ft Des Ld: 37.00 Ma.C HORZ(TL): 0.042 D 8 Min Brg Width Req= 1.5 Me NCBCLL:0.00 Code/Misc Criteria Creep Factor:1.5 1 Min Br 9 Width Req= - TCDL:4.0 psf rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.987 Bearing B is a gid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.949 Re Factors Used:No Max Web CSI: 0.622 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:NA FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 349 -1672 D-E 278 -1398 Lumber C-D 342 -1658 E-F 278 -1398 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 31 2x6 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-K 1406 -275 K-J 1424 -274 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord D-K 404 0 J-F 1634 -325 No Size Shift Bite No Size Shift Bite E-J 272 -568 F-1 287 -1123 [14] W3X8 3.00 R 1.25 [15] W4X4 1.75 R 2.00 [17] W2X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use purlins Will to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.90 1.00 �v•0000. �•••• �/ TC 48 1.00 6.00 ••� SF••• TC 46 6.00 16.50 g • BC 84 0.15 16.50 Apply purlins to any chords above or below fillers ; O. 8 • at 24"OC unless shown otherwise above. Hangers/Ties * 7� (J)Hanger Support Required,by others =a$ I ; ATE �• �• r� Loading 16i ••• /C P••• #1 hip supports 6-0-0 jacks with no webs. � ,vlC�n•. �R\V•••��� Wind #0278 9��� ONA . Wind loads and reactions based on MWFRS. 08/01/2017 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attached rigid ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per SCSI sections B3,B7 or 810, as applicable. Appy 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 Build l'n omponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ truss in conformance with ANSI/ 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro-fessionar engineering responsibility solely for the design shown. The suitability Suite 150 and use of this 'awing for any structure is the responsibility of the Building DesigrSer per ANSIlfPI 1 design For more information see this job's general notes page and these web sites. ALPINE: www.al ineitw.com;TPI: www.t instor ;SBCA: www.sbandusl .com;ICC. wwwJccsafeorq Orlando FL,32837 Job Number: 342017A Ply: 1 SEQN:809354 /T63 COMN Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY ay: 1 FROM:RCT DrwNo: 213.17.1514.26757 Truss Label: H39 JB / DF 08/01/2017 1 '•1a 10" 5 5.9" + 112"2 'S3 + 35825 +14""'"2 10"q4'10"2 7 12 i4Xrl) 45.25 EE 43X4 FG 12 03X4 N a � M m � a4X4 T1 B C i A K J I H � (A7) 1111.5X4 =3X8 1112X5116] F^2, 5'74 5.8"11 T5"15 5'7"4 11'3"14 13'9"14 5" 14 "2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deff/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): 0.016 K 999 240 B 657 /153 /409 /- /243 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.036 K 999 180 H 535 /118 1300 /- /- /4.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.006 J - - Wind reactions based on MWFRS Des LdMean Height:15.00 ft: 37.00 a.C HORZ(TL): 0.013 J B Min Brg Width Req= 1.5 M NCBCLL: 10.00 Code I Misc Criteria Creep Factor:1.5 1 Min 8 r9 Width Req= 1.5 TCDL:4.0 psf s rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC Bearings B&I are aid surface.CSI: 0.714 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.325 Re Factors Used:Yes Max Web CSI: 0.800 Members not Listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:Any 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:17.01.00E.0525.17 B-C 409 -733 C-D 419 -718 Lumber 2x6 S Maximum Bot Chord Forces Per Ply(Ibs) Value Set:134(Effective 13) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2:T1 2x6 SP#2: Bot chord 2x4 SP#2 B-K 587 -515 K-J 584 -517 Webs 2x4 SP#3 Lumber value set"136"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table D-J 332 -430 F-I 462 -518 JT Plate Lateral Chord JT Plate Lateral Chord J-F 421 -361 No Size Shift Bite No Size Shift Bite 1161 W2X5 S 3.00 Purins In lieu of structural panels or rigid ceiling use purlins, to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) ��S• F ! iy TC 39 -1.90 1.00 TC 75 1.00 11.18 �v ••'`• • ••`•� e(ti TC 40 11.18 14.26 •••� SF•`• BC 120 0.15 14.26 • Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. ` • � O. 648 Wind Wind loads based on MWFRS with additional C&C = i • member design. °• Right end vertical exposed to wind pressure. , : • . Deflection meets U240. f'�, '/C�OR'9P•/C..�•�R." ((��•��((c�•`••N�•••••• V` #0 78 0g/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an c7 SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawino any failure to build the ANR COMPANY truss in conformance with ANSI/TPI 1,or for handling,s ippinq,installation and bracing of trussesA seal on this dr wi g or cover paqe,, 2400 Lake Orange Dr. listingthis drawing,indicates acceptance of pro)esslonar engineering responsibility solei for the design shown. The suifablli Suite 150 and se of this drawing for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites. ALPINE: w al ineaw.com,TPI: www.t inst orq;SBCA: www.sbandus .com;ICC w Jccsafe.org Orlando FL,32837 Job Number. 342017A Ply: 1 SEON:809357 /T102 MONO Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY City: 1 FROM:RCT DrwNo: 213.17.1514.28463 Truss Label: H40 JB / DF 08/01/2017 1 "14 x.104 5'5"13 102"9 10'�"13 1' 0'kY 4'6"15 + 4'8"12 5" 11 1.5X4 E T2 12 03 X4 6 p D ro 84X4 B C eT 1 I =2X4(A1) 1111.5X4 H G =_4X4 S'4"1 4'8"12 5'4"1 10'0"13 1 A 7" 10 7'13 Loading Criteria(psi Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.014 1 999 240 13 534 /118 /335 /- /253 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.032 1 999 180 G 385 /96 /277 /- /- /4.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 D - - Wind reactions based on MWFRS ean Height:15.00 ft Des Ld: 37.00 Ma.C HORZ(TL): 0.011 D B Min Brg Width Req= 1.5 Me NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 s rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC Bearings B&H are aid surface.CSI: 0.456 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.381 Spacing:24.0" Re Factors Used:Yes Max Web CSI: 0.975 Members not listed have forces less than 375# P 9 C&C Dist a:3.00 ft P Loc.from endwall:Any FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 256 -513 C-D 264 -498 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x6 SP#2 32 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 B-I 396 -413 I-H 392 -414 Webs 2x4 SP#3 Lumber value set"1313"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Purlins D-H 393 -459 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.90 1.00 TC 75 1.00 10.65 BC 120 0.15 10.65 Apply purlins to any chords above or below fillers �t at 24"OC unless shown otherwise above. ��►S F �''4iyl Wind O� ••••• • ••••••��/Y Wind loads based on MWFRS with additional C&C •��� SF•• member design. Right end vertical exposed to wind pressure. • O" 848 • Deflection meets U240. • • i �= ,o.. ATE ,• � #0 278 s` AL 08/01/2017 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for_permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 810, as appllcab�e. Apply plates to each face otruss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building1 omponents Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the w w M truss in conformance with ANSI/T 1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,. 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essiona engineering responsibilitv solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPl 1 S-ec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .com;ICC: w Jcrsafe.org Orlando FL,32837 Job Number: 342017A Py: 1 SEON:809362 /T20 MONO Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY City: 1 FROM:RCT DrwNo: 213.17.1514.30103 Truss Label: H41 JB / DF 08/01/2017 1S"14 10"9 5 67"4 7'0"8 111.5X4 E D T2 12 6 m 0 rn 84X4 T B C tr 1 A F =2X4(At) 1111.5X41111 �—2 6.7„4 6'7"4 A 7'0 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.016 G 999 240 B 394 /91 /255 /- /172 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.035 G 999 180 F 253 /65 /181 I- /- /4.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 G - - Wind reactions based on MWFRS Des Ld: 37EXP:C.00 HORZ(TL): 0.027 G - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft G Min Br Width Re 1.5 NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 9 q= Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.517 Bearings B&G are a rigid surface. BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.406 Re Factors Used:Yes Max Web CSI: 0.387 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2 72 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [11] W1.5X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use purlins ItNlpy to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) `[.1,p►�l fAI �4 TC 39 -1.90 1.00 OOV •••• ■ .•.• fwI TC 75 1.00 7.04 ifs•` S A••••Y BC 75 0.15 7.04 r . Apply purlins to any chords above or below fillers 3� at 24' OC unless shown otherwise above. _ o. 848 Wind • • • s Wind loads based on MWFRS with additional C&C member design. rj • Right end vertical exposed to wind pressure. . Deflection meets U240. ' : • #0 27sNAL ,,r�v'''�' 08/01/2017 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or 910, as appllcab�e. Appy plates to each face oftrussand position as shown above and on the Join-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinlCComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the u+nwca+— truss in conformance with ANN101 1,or for handlirlcl,shipping,installatidn and bracing of,trussesA seal on this dr wing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essrona, engineering responsibility solely for the desi n shown. The suitability Suite 150 and use of this gnawing for any structure is p e 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.t inst.org,SBCA: wwwsbcindust com;ICC: www.iccsafe.org Orlando FL,32837 Job Number. 342017A Ply: 1 SEAN:809365 /T104 MONO Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1514.31503 Truss Label: H42 JB / DF 08/01/2017 1 "14 101. �'�5 3'9"5 10"9 r- 2107 1111.5X4 D T2 12 6 o 4X4 C B N f` TL V 61'7 M 1 A EF 2X4(A1) 1111.5X4 f' 2 3*9"5 3'9"5 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf: NA Ce:NA VERT(LL): 0.002 E 999 240 B 297 /79 /206 /- /102 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.005 E 999 180 F 103 /30 /71 /- /- /8.6 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL): 0.004 E B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 TCDL:4.0 psf Bearings B&F are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.184 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.115 P Spacing:24.0 C8C Dist a:3.00 ft Re Factors Used:Yes Max Web CSI: 0.136 Members not listed have forces less than 375# " Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2 32 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set 136"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.90 1.00 TC 38 1.00 3.78 BC 44 0.15 3.78 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. • • Wind � '•��• •••• f� Wind loads based on MWFRS with additional C&C Q •,� S�••�� member design. A Right end vertical exposed to wind pressure. • O. 8 • Deflection meets U240. � f s ,a.• ATE11 #0 278�y��ti ci'S+ NAu`u ,�11� 08/01/2017 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shi�ping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted othenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cellln9 Locations shown for permanent lateral restraint of webs shall have bracln installed per BCSI sections B3,B7 or 810, as appllcab�e. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin CComponents Group Inc.shall not be responsible for.any deviation from this drawin any failure to build the o truss in conformance with ANSI/01 1,or for handling,shipping,installatidn and bracing of,trussesA seal on this drawing or cover pa Ability 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)esslonar engineer responsibility solei for the design shown. The suitability and use of this Drawing for any structure is fhe responsibility of the ouilding Desigrler perYANSI/TPI 1 Sbc.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: wwwal ineitw.com,TPI. wwwtpinst.org:SBCA: wwwsbcindust com:ICC wwwiccsafe.org Orlando FL,32837 Job Number: 342017A Ply: 1 SEQN:809631 /T89 HIPS Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY 1 Otv: 1 FROM:RCT DrwNo: 213.17.1514.33097 Truss Label: 143 JB / DF 08/01/2017 1 14 �QQ �10" 5 6' 7' 12'1"2 12-1�7 10" 5'1'2 1' 5'1"2 "5 4X6 =4X4 D E 12 B v cli 04X4 ,4F6 T1 B C G � T TS 1 A J I H 2X5(A1) 1111.5X 3X4 =2X5(A1) 2' 6'1"126"12 6'3"8 6'1"12 + 2 6'8'8 13' Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.025 J 999 240 B 902 /214 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.056 J 999 180 G 902 /214 /- /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 1 - - Wind reactions based on MWFRS Des Ld: 37.00 a.C MeHORZ(TL): 0.024 1 B Min Brg Width Req= 1.5 NCBCLL:0.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 TCDL:4.0 psf s rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.970 Bearings B&G are a gid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.467 Spacing:24.0" Re Factors Used:No Max Web CSI: 0.132 Members not listed have forces less than 375# P 9� C&C Dist a:3.00 ft P Loc.from endwall:NA 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:17.01.00E.0525.17 B-C 250-1182 E-F 243 -1164 Lumber C-D 243 -1167 F-G 251 -1179 D-E 189-1000 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2:T1,T5 2x6 SP#2: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set 1313"uses design values B-J 971 -187 I-G 970 -187 approved 1/30/2013 by ALSC J-1 984 -187 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.90 1.00 TC 58 1.00 6.00 TC 12 6.00 7.00 TC 58 7.00 12.00 TC 39 12.00 14.90 ��C' i4 BC 120 0.15 12.85 `\ Apply purlins to any chords above or below fillers OV +++'' • •''•.+f/f/ at 24"OC unless shown otherwise above. Alc;� Op. � v + Loading #1 hip supports 6-0-0 jacks with no webs. ; O. 648 • Left side jacks have 6-0-0 setback with 0-0-0 cant and 2-0-0 overhang.End jacks have 6-0-0 setback with 0-0-0 cant and 2-0-0 overhang.Right side jacks rs e • have 6-0-0 setback with 0-0-0 cant and 2-0-0 s� ATE overhang. :� • Wind g �iC • 0R�9� � Wind loads and reactions based on MWFRS. i �u;;ilio #0 278w 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building omponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the tr ss in conformance with ANSIn 11,or for handling,s ippinq,installation and bracing of trussesA seal on this drawing or cover page,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro-esslona engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this cawing for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 S�c.2. For more information see this job's general notes page and these web sites: ALPINE: -al ineitw.com:TPI: www.t inst.org:SBCA: wwwsbandust com:ICC www.iccsafe.or Orlando FL,32837 Job Number: 342017A Ply: 1 SEQN:809509 /T4 COMN Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1514.34770 Truss Label: J44 JB / DF 08101/2017 1 -6 HT11 10' •5 3'11.6 7ro.10 7p"15,.1 F'10.7} 3'1.2 + 3'1"2 "5 =4X4 D 12 T2 Is T3 414X4 E 3X8 F G v o_ o W5 fA v U12X5[21 m3X8 1112X5[14] 3'11.8 3'11'8 [^-20.6 3'11.8 T71' 2'0.8-� Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.002 D 999 240 J 416 /107 /203 /- /269 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.005 D 999 180 H 416 /107 /203 /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.003 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Hght:15.41 ft HORZ(TL):-0.004 F - - J Min Brg Width Req= ei - NCBCLL:10.00 TCDL: ei psf Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.184 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.264 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: 0.183 Maximum Web Forces Per Ply(Ibs) Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Webs Tens.Comp. Webs Tens. Comp. GCpi:0.18 Plate Type(s): B-J 423 -385 F-H 423 -385 Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2:T2,T3 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3:W1,W5 2x6 SP#2: Lumber value set"l 3113"uses design values approved 1/30/2013 by ALSC Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [2] W2X5 S 3.00 [14] W2X5 S 3.00 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: �Wp►i Chord Spacing(inoc) Start(ft) End(ft) TC 39 -1.94 0.95.95 TC 41 0.95 6.96 w •••• ` `�.• !/�� TC 39 6.96 9.86 [� •`• S •�� 6� BC 95 0.00 7.92 V V' • Apply purlins to any chords above or below fillers • • at 24"OC unless shown otherwise above. O. e • V • Wind Wind loads based on MWFRS with additional C&C • 7� member design. SAi '00. ATE End verticals exposed to wind pressure.Deflection $ .A: • (V meets U240. nx"'%Ft O�,OQ►••••`� , #0 27;"",e ONA` � 08/01/2017 u "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or 910, as applicab-le. Apply plates to each face or truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin$Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the �,,,,c truss in conformance with ANSI/TPI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essronar engineering responsibility solely for the design shown. The suif-ability Suite 150 and use of this yawing for any structure is the responsibility of the Building Desigrfer per ANSIlTPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindus .com;ICC: www.icr-safe.org Orlando FL,32837 Job Number: 342017A Ply: 1 SEAN:809512 /T50 HIPS Cust:R9353 JRef: 1W3093530D07 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1514.36467 Truss Label: J45 JB / DF 08101/2017 11.1, TP"15 1051'11"g 5'11"8 70"1 5T11" r-10"1' 1'1"2't' 4' 1'1"2 10 =4X6 =4X4 12 D E Zt4X4 6 L�:;- 4X4 F 3X6 y 3X6 C Tt B G T5 A H a o_ W7 N m W1 qA 11115X4 =3X4 =3X6 1111.5X4 1'11'8 3'10"4 2'1"4 x-276 1'11"8 5712 T11" 20"6--1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CS1 Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 E 999 240 L 276 /50 /- /- /- /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 E 999 180 1 276 /50 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 G - - Wind reactions based on MWFRS Des LdMean a.C HORZ(rL): 0.001 G L Min Big Width Req= - NCBCLL:0.00 TCD Height:15.00 ft L:4.0 psf Code/Misc Criteria Creep Factor:1.5 I Min Big Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.152 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.056 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.072 Loc.from endwall:NA FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2:T1,T5 2x6 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3:W1,W7 2x6 SP#2: Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.94 0.93 TC 14 0.93 1.96 TC 48 1.96 5.96 TC 14 5.96 6.98 TC 39 6.98 9.8686 BC 95 0.00 7.92 Apply purlins to any chords above or below fillers A�� ,. ■ .• �� at 24"OC unless shown otherwise above. V .�•,•';` t�'_••• v'" vF • Loading • #1 hip supports 2-0-0 jacks with no webs. 64 O" a 8 • • • • Wind ; • Wind loads and reactions based on MWFRS. ; • End verticals exposed to wind pressure.Deflection •� , Q meets U240. ZZ 40 R as #0 278 NAIL 08i01r2017 �'"'��� "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 o211erwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face,oftrussand position as shown above and on the Join�Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buil%g Components Group Inc.shall not be responsible for any deviation from this drawin�any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of professional engineering responsibilitty�solely for the design shown. The su,Pabflfty and use of this drawing for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 Sbc.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE. www.al ineitw.com,TPI: www.tpinst.or SBCA. www sbandust .wm;ICC: www,iccsafe org Orlando FL,32837 Job Number. 342017A Ply: 1 SEQN:809392 /T26 FLAT Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 2 FROM:RCT DrwNo: 213.17.1514.38767 Truss Label: K46 JB / DF 08/01/2017 7" 5'5"4 5'10"8 7" 4'10"4 5"4 A 13X4[3] III1.5X4(61 r7 F1 N N fft IIF III1.X4[5] =4X4[8] E 4i,� 4'110"4 • 5'3"8 ��' 5"4 5'10'8 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.010 C 999 240 H 400 /114 / - BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.022 C 999 180 E 447 /126 / - BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 C - - Wind reactions based on MWFRS - EXP:C Des Ld: 37.00 Mean Height:15.70 ft HORZ(TL): 0.000 A H Min Brg Width Req= - NCBCLL: 10.00 TCDL:4.0 psf Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.411 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.521 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.092 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Hangers/Ties Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others Top chord 2x6 SP#2 Bot chord 2x6 SP#2 Wind Webs 2x4 SP#3 Wind loads and reactions based on MWFRS. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Additional Notes Truss must be installed as shown with top chord up. Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 27 plf at 0.00 to 27 plf at 5.88 BC-From 10 plf at 0.00 to 10 plf at 5.88 TC- 152 Ib Conc.Load at 1.94,3.94 BC- 112 Ib Conc.Load at 1.94,3.94 BC- 102 Ib Conc.Load at 4.30 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite s•• ' ••. [3] W4X4 S 2.75 [5] W1.5X4 S 2.75 [�V r•-•` f�� ••••Ir [6] W1.5X4 S 2.75 [8] W4X4 S 2.75 V • V' • Purlins + we V O. Q In lieu of structural panels or rigid ceiling use purlins : •rV to laterally brace chords as follows: * ; Chord Spacing(in oc) Start(ft) End(ft) TC 70 0.00 5.88 ss ATE BC 70 0.00 5.88 10 • Apply purlins to any chords above or below fillers y�� :• F t�•+O t, at 24"OC unless shown otherwise above. �,�lf� •• L OR,Q �`g . The TC of this truss shall be braced with attached �� '�•`••+.•••'••• spans at 24"oc in lieu of structural sheathing. 40278 s�ONAIL 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety or prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections 63,137 or B10, as applicable. Appy plates to each face.of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M" ronPAW truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)esslonar engineering responsibilittyv solely for the design shown. The suifabllity Suite 150 and use of this drawing, for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 Sec.2. For more information see this job's genemi notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www. inst.or ;SBCA: www.sbcindust .wm;ICC: www.iccsafe.or Orlando FL,32837 Job Number. 342017A Ply: 1 SEON:809386 /T35 FLAT Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1514.40773 Truss Label: K47 JB / DF 08/01/2017 7" 1 2'3"12 2'9" 7" 1'8"12 5"4 =3X4 III 1.5X4 A B C D -j Li I N N 1.1 VTT HIII 5X4 --3X4 F E 1VIII2 •H 2'2„ 'A 5"4 2'9" Loading Criteria(ps0 Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.002 C 999 240 H 102 /25 /48 - BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.005 C 999 180 E 102 /25 /48 - BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL):-0.000 C H Min Brg Width Req= - NCBCLL: 10.00 Mean Height:15.70 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.073 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.097 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: 0.042 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 33 0.00 2.75 BC 33 0.00 2.75 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. F,��4 Hangers/Ties Z (J)Hanger Support Required,by others ���•.••`••• ' '••.•��//, Wind V �� ••� Wind loads based on MWFRS with additional C&C member design. ; O. 68 • • Additional Notes • Truss must be installed as shown with top chord up. ATE ;'Q #0 278y'�4r S NAS 08/01/2017 "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an c7 SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ri44id ceiling Locations shown forpermanent lateral restraint of webs shall have bracropc1 installed per BCSI sections B3,B7 or B10, as applicaflle. Apply plates to each face.oftrussand position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinlComponents Group InC shall not be responsible for any deviation from this drawin anv failure to build the _M„NY truss in conformance with ANSIlf PI 1,or for handliria shipping,installatidn and bracing of_trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of ppro7essionar engineeringg responsibility solely for the desi n shovTn. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the t3uilding DesigrSer per ANSI/TPI 1 S�c.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: wwwJccsafe.org Orlando FL,32837 Job Number: 342017A Ply: 7 1 SEQN:809474 /T6 HIPS Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 2 I FROM RCT DrwNo: 213.17.1514.42360 Truss Label: K48 I- JB / DF 08/01/2017 7" 3,3"12 3'9" 7„'f' 2'8"12 5"4 A 13X4[3] 1111.5X486L T_ N O N 1 IH1.5X4[5] =4X4[8] E 2'8"12 •� 3,2„ �'� 54 3'9" Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deff/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.003 C 999 240 H 227 /70 / - BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.006 C 999 180 E 227 /70 / - BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL):-0.000 C H Min Brg Width Req=p NCBCLL: 10.00 - Mean Height:18.20 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.149 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.187 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 It Rep Factors Used:Yes Max Web CSI: 0.039 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Hangers/Ties Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others Top chord 2x6 SP#2 Bot chord 2x6 SP#2 Wind Webs 2x4 SP 93 Wind loads and reactions based on MWFRS. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Additional Notes Truss must be installed as shown with top chord up. Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 54 plf at 0.00 to 54 plf at 0.38 TC-From 54 plf at 0.38 to 54 plf at 3.38 TC-From 54 plf at 3.38 to 54 plf at 3.75 BC-From 20 plf at 0.00 to 20 plf at 3.75 TC- 94 Ib Conc.Load at 1.87 BC- 84 Ib Conc.Load at 1.87 fgpf�, y, Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord t���•7•.••• ' •••.•••Y/!y No Size Shift Bite No Size Shift Bite A •. ` S •• [3] W4X4 S 2.50 [5] W1.5X4 S 2.50 v • V' • [6] W1.5X4 S 2.50 [8] W4X4 S 2.50 • • O. 844 Purlins : • In lieu of structural panels or rigid ceiling use purlins * ; to laterally brace chords as follows: ; Chord Spacing(in oc) Start(ft) End(ft) =s �• ATE TC 38 0.00 3.75 $ • BC 45 0.00 3.75 1 Apply purlins to any chords above or below fillers 6'�? %.. OR10`-•••�� at 24' OC unless shown otherwise above. vir F G."' The TC of this truss shall be braced with attached #0 278rrri v ry spans at 24"oc in lieu of structural sheathing. ONA� 00- 08/01/2017u "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety or prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 810, as applicalme. Appy plates to each faceortruss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin�any failure to build the truss in conformance with ANSI/TPI 1,or for handlirScl,shipping,installation and bracing of trussesA seal on this dr wing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essrona engineering responsibility solely for the desi n shown. The sui ability Suite 150 and use of this drawing for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE- wwwal ineitw.com:TPI: www.t inst.or ;SBCA: www sbandustry com,ICC: www.iccsafe.or Orlando FL,32837 Job Number: 342017A Ply: 1 SEAN:809443 /T14 COMN Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 5 FROM:RCT DrwNo: 213.17.1514.44420 Truss Label: L49 JB / DF 08/01/2017 1 '14 �' 10-9,5 3-151" + 6'1"2 �i1 40 9 10"9 27-2 27-22 C"5 4X4 D 12 T2 �4X4 6 F,—,- T3 v 4X4 E N_ B C F fV 67 U A H G 2X4(A1) 1111.5X4 -2X4(A1) 2' 3767' 3'6" 22 3'6" 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.003 H 999 240 B 379 /96 /253 /- /95 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.006 H 999 180 F 379 /96 /253 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL): 0.003 H B Min Brg Width Req= 1.5 Mean Height:15.00 ft F Min Br NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 9 Width Re q= 1.5 -CDL:4.0 psf Bearings B&F are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.294 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.093 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: 0.049 Loc.from endwall:Any FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2:T2,T3 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.90 1.00 TC 34 1.00 6.00 TC 39 6.00 8.90 fMt BC 80 0.15 6.85 Apply purlins to any chords above or below fillers ��►ti7 � "`/ �4 at 24' OC unless shown otherwise above. ��J••••�. ■ ..•�••.YJ�� Wind •• S�•' • Wind loads based on MWFRS with additional C&C � • member design. : • g 3 o. 648 s ,o ATE a #0 278 �,,5�OlVAL E� � '+rry taf,rwtullivo ` 08/01/2017 ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSL Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rim id ceilin Locations shown for ermanent lateral restraint of webs shall have bracln installed per BCSI sections B3,B7 or 810, 101111661 as applicafsle. Apply plates to each face.ofPtruss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building CComponents Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the truss in conformance with ANSI/TPI 1,or for handling,s ipping,installation and bracing of,trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. stingthis drawing indicates acceptance of pro esstona en ineering res onsibiltttyv sole)YY for the design shovTn. The suit bili Suite 150 and se of this drawing for any structure is the responsibilitygof the Building DesigrSer perANSIlfPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn TPI: www.t inst.or ;SBCA: www.sbdndust .com;ICC: www.iccsafe.or Orlando FL,32837 Job Number. 342017A Ply: 1 SEQN:809446 /T19 COMN CusL R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1514.51310 Truss Label: L50 JB / DF 08/01/2017 Ig"14 411"3 r - 3-6" + 441,11 7.. 10'.9 2'7"2 10"31 =4X4 D T 3X4 12 E F 6 a 00,axa fV B C _ N T1 L' N 1 1 M A I HG 3X4 1111.5X4 2X4(A1) 2 3'7"12 10"3 37"12 4'5"1 A 1 qq 4' I'11 1 '3 Loading Criteria(psr) 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): 0.002 D 999 240 B 332 /85 /226 /- /65 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.005 D 999 180 G 155 /32 /84 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 1 - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.002 1 B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.152 Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.087 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: 0.051 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2:T1 2x6 SP#2 BORATE-TRTD: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.90 1.00 TC 34 1.00 3.50 TC 19 3.50 4.93epl9y�pl BC 57 0.15 4.93 t Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. oAV •♦♦,■ ■ .•��♦ rj_ Wind V♦p� S^►♦♦♦�j/ C Wind loads based on MWFRS with additional C&C • member design. : 0. 648 V � OR\ p #0 278 0NAi. 08/01/2017 "WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracinginsalled per BCSI sections B3,B7 or 810, as applicalme. Appy plates to each face.oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW BuildiagComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. "stingthis drawing,indicates acceptance of pro)essionar en ineenng res onsibilittyy soleiy for the design shown. The sui abnl Suite 150 and se of this drawing for any structure is the responsibilit?of the Building Desigrier perYANSI/TPI 1 Sbc.2. tY For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;Ti www.t inst.or ;SBCA: www.sbdndust xom;ICC: wwwAccsafeorg Orlando FL,32837 Job Number: 342017A Ply: 1 SEAN:809452 /T8 MONO Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1514.53610 Truss Label: L51 JB ! DF 08/0112017 12 C D 6 B LOT 0 A FE N \\\2X5(++) 2X4(A 1) � 21 8"14 7" 8"14' 1'3111 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): NA B 276 /99 /219 /- /50 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA E -62 171 /65 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D Wind reactions based on MWFRS EXP.C HORZ L -0.002 D B Min B Width Re 1.5 Des Ld: 37.00 Mean Height:15.00 ft � )� � � q NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - TCDL:4.0 psf Bearing B is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.152 g 9 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.066 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.037 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"I 3B"uses design values approved 1/30/2013 by ALSC Plating Notes (++)-This plate works for both joints covered. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) ft"llan f� 0.1 TC 43 1 c F �4 BC 14 0.15 1.3.3 2 Apply purlins to any chords above or below fillers �v �••' a •••. f at 24"OC unless shown otherwise above. ,.••` SL.'•♦ V C Wind • Wind loads based on MWFRS with additional C&C : O. 848 • member design. ; s � s � ATE c� w #0 278 NA �a�D��••F�OR��P'����.t�s 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI gin SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI..Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceillnp Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as appllcabge. Apply plates to each faceoftrussand position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildinlccomponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 1 1,or for handli q,s ipping,installation and bracing of,trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essiona, engineering responsibility solely for the des/ n shown. The suifabillty Suite 150 and use of this r7�awing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www. insl.or ;SBCA: www.sbdndust .com;ICC: www.iccsafe.or Orlando FL,32837 Job Number. 342017A Py: 1 SEQN.809503 /T18 COMN Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 5 FROM:RCT DrwNo: 213.17.1514.55207 Truss Label: M52 JB ! DF 08/01/2017 1 "14 8' 10"5 4 7'1„2 T140119 10"9 3'1"2 3'1"2 0,5 4X4 D T 12 T2 6 F,7- T3 It- 4X4 4E4 N �2 B C F l "7 A H G 2X4(A1) III 1.5X4 =-2X4(Al) �2' 4 4 2'------- 4' 8' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.004 H 999 240 B 417 /104 /271 /- /102 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.008 H 999 180 F 417 /104 /271 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL): 0.004 H B Min Brg Width Req= 1.5 Mean Height:15.00 ft F Min B Width Re 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 r9 q= TCDL:4.0 psf Bearings B&F are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.184 g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.129 P Spacing:24.0 C&C Dist a:3.00 ft Re Factors Used:Yes Max Web CSI: 0.058 Members not listed have forces less than 375# " Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2:T2,T3 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.90 1.00 TC 41 1.00 7.00 TC 39 7.00 9.90 Rfif$i�� BC 92 0.15 7.85 Apply purlins to any chords above or below fillers ,` z4 at 24"OC unless shown otherwise above. OOV ••••■ ■ ■•��• r Wind •••� S f►••• • Wind loads based on MWFRS with additional C&C • member design. • O• 648 ■ i V ■ a =>r ,a:• ATE ;•rr a��it�;••FL OR\V**#* #0 278 NA� 08/01/2017 ""WARNING” READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attach6d rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin insalled per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building omponents Group Inc.shall not be responsible for any deviation from this drawin�any failure to build the --M.1A truss in conformance with ANSI/T 11,or for handling,shipping,installatidn and bracing of trussesA seal on this dr wing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona, engineenng responsibilit�solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.tpinst.org,SBCA: www.sbandustry.com ICC: www.iccsafe.or Orlando FL,32837 Job Number. 342017A Py: 1 SEQN:809506 /T71 GABL Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Ot_v: 2 FROM:RCT DrwNo: 213.17.1515.30657 Truss Label: N53 JB / DF 08/01/2017 T 9"131 8T 3'5"4 4'11" 6'1"4 7'5"4 5" 913 11'11"1 1'5"12 1'24 1'4" o 3X4 GH 12 4 T2 F p E N %4X6 D LO B C !- - (V (V Li U 1 T A P =06 + M L + K =4X4J I 2, 3'5"4 1'4" 1'4" 1'2"4 3'5"4 4'9"4 6'1"4 7'3"8 A 7" 7'108 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): 0.010 K 999 240 P 600 /363 /356 /- /215 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.026 K 999 180 1 280 /129 /125 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL):-0.017 C P Min Brg Width Req= 1.5 Mean Height:15.00 ft 1 Min Br Width Re NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 9 q= - TCDL:4.0 psf Bearing P is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.982 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.268 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: 0.259 Loc.from endwall:An FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Any Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 149 -394 Lumber +MEMBER TO BE LATERALLY BRACED FOR Value Set:13B(Effective 6/1/2013) HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. Top chord 2x6 SP#2 72 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 1.5X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) No�Yfgf TC 44 1.93 1.71 TC 75 1.71 7.8.87BC 79 1.28 7.87 �+ #00.8 Apply purlins to any chords above or below fillersOO • S•n•••' at 24"OC unless shown otherwise above. • C • Loading . 0. 648 Truss designed to support 1-0-0 top chord outlookers ; i 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. 3$ • [V� Wind �4i� � /C ••• Wind loads based on MWFRS with additional C&C .6 • P v ••• QR, 6 member design. ''••.�•••'•_` See DWGS A14015ENC101014&GBLLETIN1014 #0 278 for more requirements. 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing ins�alled per BCSI sections B3,B7 or 1310, as applicable. Appy plates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build1nlCComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIAPI 1,or for handli p,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essrona engineering responsrbilltt��solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is the responsibility 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: wwwal ineitw.com:TPI: wwwApinstorg,SBCA. www.sbcindust .corn,ICC: w Jccsafeorg Orlando FL,32837 Job Number: 342017A Ply: 1 SEQN:809492 /T45 MONO Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Oty: 5 FROM:RCT DrwNo: 213.17.1515.33940 Truss Label: N54 JB / DF 08/01/2017 1" 1 10.1 1'44 7'5'4 T19­8 1'0 12 6'4"4 5" 1112X44 E 12 T2 4 iV CO Z 4X4 W B C T A G F 2X4(A1) II 1.5X4 2 7,5„4 7'5"4 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.045 G 999 240 B 430 /95 /276 /- /111 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.099 G 940 180 F 272 /78 /168 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.022 G - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL): 0.047 G B Min Brg Width Req= 1.5 Mean Height:15.00 ft G Min Br Width Re NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 9 q= - TCDL:4.0 psf Bearing B is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.774 9 9 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.549 Re Factors Used:Yes Max Web CSI: 0.388 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:Any FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2:T2 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 39 -1.93 1.15 TC 75 1.15 7.87 BC 75 0.15 7.87 Apply purlins to any chords above or below fillers Wfy� at 24"OC unless shown otherwise above. Wind �" •�'`� �!�```�•�=r,L Wind loads based on MWFRS with additional C&C •J. ` % member design. 4 �J' • z O. 648 • ATE 0 •...... R #02 8"�•,�,�slA 08/01/20i 7 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilln9 Locations shown forpermanent lateral restraint of webs shall have bracin insTalled per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face.oftrussand position as shown above and on the Joinf9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group In,, shall not be responsible for any deviation from this drawin any failure to build the µ v truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this droving or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essronar engineering responsibility solely for the desiqn shown. The suitability Suite 150 and use of this drawing for any structure is fire responsibility of the Building Desigrier per ANSI/TPI 1 S-ec.2. For more information see this bb's general notes page and these web sites. ALPINE: wwwal ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .com;ICC: wwwJcrsafe.org Orlando FL,32837 Job Number: 342017A Ply: 1 SEQN:809483 /T36 HIPS Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 2 FROM:RCT DrwNo: 213.17.1515.36827 Truss Label: 055 JB / OF 08/01/2017 1 '14 �p ,0„ 5 4.6„ e'6„ ,2'1"2 , 11'Q" ,0>< 3 7"2 4' 37"2 "5 7 6X10 =6X10 D E T 12 6 4X4 o -,4X4 F G w 90 N BC �T T1 J B2 I M 1 1 i 1116X10 1116X10 TS A K H ;3X4(A1) a 3 =3X4(A1) 12 12 6 5" 3'8" 3'9" 3'8" U2­ 5 " �-2'~ 5" 4'1"8 T10"8 1,'6"8 1 2' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.090 1 999 240 B 1192 /337 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.203 1 710 180 K 1183 /337 /- /- /- /5.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.066 I - - Wind reactions based on MWFRS EXP.C HORZ L: 0.149 1 B Min Br Width Re 1.5 Des 37.00 Mean Height:16.32 ft � ) K Min Brg Width Req 1.5 NCBCLL: 10.00 Code I Misc Criteria Creep Factor:1.5 9 q TCDL:4.0 psf Bearings B&K are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.997 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.999 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: 0.287 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 4.50 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:17.01.00E.0525.17 B-C 603 -2331 E-F 595 -2351 Lumber PurlinsC-D 600 -2324 F-G 599 -2356 D-E 500 -2062 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Top chord 2x4 SP#2:T1,T5 2x6 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) B t chord TRTD: Chord Spacing(in oc) Star1.90 ) E.00 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP#2:B2 2x8 SP#2: TC 39 -1.90 1.00 Webs 2x4 SP#3 TC 30 1.00 4.50 B-J 2022 -502 1-G 2056 -497 TC 40 4.50 8.50 Lumber value set"'I 3B"uses design values TC 31 8.50 12.26 J-1 2031 -504 approved 1/30/2013 by ALSC TC 39 12.26 14.90 BC 46 0.50 4.63 Maximum Web Forces Per Ply(Ibs) Special Loads BC 45 4.63 8.38 Webs Tens.Comp. Webs Tens. Comp. -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) BC 46 8.38 12.50 TC-From 56 plf at -2.00 to 56 plf at 0.91 Apply purlins to any chords above or below fillers D-J 745 -76 1-E 754 -72 TC-From 56 plf at 0.91 to 56 plf at 4.50 at 24"OC unless shown otherwise above. TC-From 28 plf at 4.50 to 28 plf at 8.50 TC-From 56 plf at 8.50 to 56 pIf at 12.12 TC-From 56 plf at 12.12 to 56 plf at 15.00 tab��y'0►v BC-From 4 plf at 2.00 to 4 plf at 0.00 BC-From 21 plf at 0.00 to 21 pIf at 4.63 BC-From 10 plf at 4.63 to 10 pIf at 8.38 •••s+ • ++.•• ��/� BC-From 21 plf at 8.38 to 21 pIf at 13.00 ��p ` S�••• BC-From 4 plf at 13.00 to 4 pIf at 15.00 • TC- 200 Ib Conc.Load at 4.53,8.47 TC- 81 Ib Conc.Load at 6.50 ;e awe BC- 145 Ib Conc.Load at 4.53,8.47 ; 0. 648 • BC- 227 Ib Conc.Load at 5.06,7.94 BC- 72 Ib Conc.Load at 6.50 It • • Wind � ,p: ATE ;'Q Wind loads and reactions based on MWFRS. �h�• ;t� r Left and right cantilevers are exposed to wind y4 v�.•'•;C�OR,Q;•••�►` #0 278 y��iy s NAL"' 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as appllcab-le. Apply Oates to each face.oftrussand position as shown above and on the Join Details, unless noted otherwise. 17efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinlCComponents Group Inc.shall not be responsible for any deviation from this drawino any failure to build the �nmv;auPn truss in conformance with ANSI/01 1,or for handl%shipping,Installatidn and bracing of.trussesA seal on this dr wing or cover pa �e,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essrona, engineeriny responsibilittyy solely for the desi n shown. The sui ability Suite t5o and use of this drawing for any structure is the responsibility of the Building Desigrler per ANSI/TPI 1 S-6c.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .com:ICC: wwwJccsafe.org Orlando FL,32837 Job Number. 342017A Ply: 1 SEAN:809527 !T51 MONO Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 2 FROM:RCT DrwNo: 213.17.1515.39147 Truss Label: EJ55 JB / DF 08/01/2017 1 "14 10"9 5 616" 1(r9' 5'7"2 1111.5X4 D T2 12 6 � e 0 N 04X4 eo BC a T 1 A E =2X4(A1) Ill 1.5X4[111 6 6" '1 6'6" 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): 0.018 E 999 240 B 711 /200 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.042 E 999 180 E 567 1142 - BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.035 E - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - TCDL:4.0 psf Bearing B is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.578 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.953 Re Factors Used:Yes Max Web CSI: 0.189 Members not listed have forces less than 375# Spacing:24.0" C8C Dist a:3.00 ft P Loc.from endwall:Any FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Hangers/Ties Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others Top chord 2x6 SP#2:T2 2x4 SP#2: Wind Bot chord 2x6 SP#2 Webs 2x4 SP#3 Wind loads and reactions based on MWFRS. Lumber value set"1313"uses design values Right end vertical not exposed to wind pressure. approved 1/30/2013 by ALSC Left cantilever is exposed to wind Special Loads ------(Lumber Dur.Fac.=1.25/Plate Our.Fac.=1.25) TC-From 56 plf at -2.00 to 56 plf at 0.91 TC-From 56 plf at 0.91 to 56 plf at 6.50 BC-From 4 plf at -2.00 to 4 plf at 0.00 BC-From 20 plf at 0.00 to 20 plf at 2.56 BC-From 10 plf at 2.56 to 10 plf at 6.50 BC- 276 Ib Conc.Load at 2.56 ptli IIiiii BC- 416 Ib Conc.Load at 4.56 ��� CA�A�►4, Plate Shift Table �� ••••• •!••••'�/�� JT Plate Lateral Chord JT Plate Lateral Chord .••` ` SF••• No Size Shift Bite No Size Shift Bite V • [11] W1.5X4 S 2.25 $a e • Purlins 3 o. 64 In lieu of structural panels or rigid ceiling use purlins £S • to laterally brace chords as follows: ; • Chord Spacing(in oc) Start(ft) End(ft) ss ATE TC 39 -1.90 1.01 • A • TC 75 1.01 6.50 14 �y•• F� 9`' •• (`Q BC 58 0.50 6.50 ��iGV�•• OR` •`� Apply purlins to any chords above or below fillers •••••..,....••••a�� at 24"OC unless shown otherwise above. #0 278S� QNA `" 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ricct�id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,137 or 610, as applicaf3le. Apply plates to each face.oftrussand position as shown above and on the Join gDetails, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinlgComponents Group Inc..shall not be responsible for any deviation from this drawin any failure to build the ,,„„ c truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drowing or cover page_, 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessronarr engineerin responsrbili%tv solely for the design shown. The suit-abr[tty Suite 150 and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPl 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: w .sbcindust .com;ICC: wwwJccsafe.org Orlando FL,32837 Job Number: 342017A Ply: 1 SEAN:809530 /T107 EJAC Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY City: 2 FROM:RCT DrwNo: 213.17.1515.40823 Truss Label: EJ56 JB / OF 08/012017 7 10'5 9 6'6" 105 5'5"14 D T2 12 6 p a o ,n in j05X4 m C a 8 T 1 A F E III 2' 6'6" 6'6" 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):-0.015 F 563 240 G 424 /59 /291 /- /136 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.044 F 199 180 E 102 /- /55 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.022 C - - D 140 /85 /75 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.062 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.689 D Min E Min Br Brg Width R Width R� Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.345 g Re Bearing G is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft P Factors Used:Yes Max Web CSI: 0.261 Loc.from endwall:Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Chords Tens.Comp. Lumber B-F 489 -115 Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2 72 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 44 -1.90 1.30 TC 70 1.30 6.50 BC 75 0.00 6.50 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. �A1y `1 eI��41 Wind �" .•••• • ••r�•,Y/�'f� •� Wind loads based on MWFRS with additional C8C � •�` ` � • member design. Y • Left cantilever is exposed to wind •e o. 648 a ATE • • CVr #0 278 08/01/2 1 "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 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 properlyv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint bf webs shall have bracingp installed per BCSI sections B3,B7 or 610, as applicable. AppTy pOates to each face_or ttruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin CComponents Group Inc.shall not be responsible for any deviation from this drawino any failure to build the w oM,q� truss in conformance with ANSI 1,or for handling,shipping,Installatl n and bracing of,trussesA seal on this dr wing or cover page., 2400 Lake Orange Dr. listing this drawing indicates acceptance of ppro essrona engineering responslbilrtt��solely for the design shown. The suitability Suite 150 and use of this drawing, for any structure is Ko responsibility of the Building Desigrfer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com,TPI: www.tpinst.or :SBCA: www.sbcindust .corn;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 342017A Ply: 1 SEAN:809634 !T27 EJAC Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qtv: 8 FROM:RCT DrwNo: 213.17.1515.44423 Truss Label: EJ57 JB / OF 08/01/2017 2 10"9 9 6' 10 99 4'11"14 D T2 12 6 i� C4 M -v B T 97 1 A F E III 1.5X4 6' 2 6, 7 Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) DeFl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R I U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.035 C 999 240 B 368 156 /246 /- /127 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.086 F 819 180 E 107 /- /59 /- /- /1.5 BCDL: 1000 Risk Category:II Snow Duration:NA HORZ(LL): 0.026 C - - D 132 /78 /77 /- /- /1.5 -- EXP:C Des Ld 37.00 Mean Height:15.00 ft HORZ(TL): 0.066 C Wind reactions based on MWFRS B Min Br Width Re 1. NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 9 q= 5 TCDL:4.0 psf E Min Br Width Re Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.391 g q= - p TPI Std: 2007 Max BC CSI: 0.355 D Min Bis Width Req= Load Duration:1.25 MWFRS Parallel Dist:h12 to h Bearing B is a rigid surface.. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.091 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2:T2 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 44 -1.90 1.30 TC 63 1.30 6.00 BC 70 0.15 6.00 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. `7 /d],w-�•Vj� Wind ��V •.• •. /L Wind loads based on MWFRS with additional C&C •�•� •••• member design. • • o. 648 • it „o•; ATE •;° #02 8 s`s�ONAL E� �uaY omm;T%� 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached ri91d ceiling Locations shown for ermanent lateral restraint of webs shall have bracingp InsTalled per BCSI sections 83,B7 or 910, as applicable. Apply Oates to each face of truss and position as shown above and on the Jolnf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin4ctCComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss In conformance with ANSI/$ 11,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.l inst.or ;SBCA: www.sbcindust .com;ICC: wwwAccsafe.org Orlando FL,32837 Job Number. 342017A Ply: 1 SEON:809368 /T31 EJAC Cust:R9353 JRef: 1VV3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty-. 3 FROM:RCT DrwNo: 213.17.1515.47423 Truss Label: EJ58 JB / DF 08/0112017 2 10" 9'I 9 10"9 r 4'11"'14 D T2 TN 12 r 6 r, i4 `h C 4 l � E B F u' 67 o v T � 1 A a 3 2X4(A11 12 III ii.5X4('•) 2, 5"� 5 6"8 r5�� 6' 7 Loading Criteria(psr) 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): 0.035 C 999 240 B 370 /59 /238 /- /127 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(rL): 0.089 F 793 180 E 108 /- /60 /- /- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.028 C - - D 132 /78 /77 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:15.00 It HORZ(TL): 0.071 C Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 E Min B Width R Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.393 eq= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.374 D Min Bis Width Req= . Re Factors Used:Yes Max Web CSI: 0.086 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2 72 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins MptpWMh� to laterally brace chords as follows: ��++ Chord Spacing(in oc) Start(ft) End(ft) r�N7 FLF�1Z TC 44 1.90 1.30 h����77 ••■ • .■• `j TC 63 1.30 6.00V •••; �'=•••��/ BC 120 0.15 0.69 • � � • BC 66 0.69 6.00 Apply purlins to any chords above or below fillers • at 24"OC unless shown otherwise above. 0, 8 • • • • Wind * : * • Wind loads based on MWFRS with additional C&C = •: ATE member design. it • 'Q Additional Notes � a Shim all supports to solid bearing. ,� ��(` +•..•OR•.••• . SIONA #0 278 yyjl a'V � 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicabgle. Appy plates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building CComponents Group Inc.shall not be responsible for any deviation from this drawino any failure to build the ua wcawure truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this dr wi g or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essionar engineering responsibility solely for the design shown. The suiCabtlity Suite 150 and use of this yawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE. www.al ineitw.com:TPI: www.t inst.or :SBCA: www.sbandust .corn;ICC: www.iccsafe.org Orlando FL,32837 Job Number. 342017A Ply: 1 SEQN:809380 /T30 JACK Cust:R9353 JRef: IW3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 2 FROM:RCT DrwNo: 213.17.1516.13740 Truss Label: EJ59 JB / OF 08/01.12017 2 10119J 19 5'11"14 4'11"12 D T2 I T T O N 12 t`N f7 6 IN` n C4 E B o_ T � 1 F 1 A a 3 s 2X4(A1) 12 1.5X4(") 2' S"§ S'6"6 4 5'11"14 7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.035 C 999 240 B 370 /59 /238 /- /127 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.088 F 796 180 E 108 /- /60 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.028 C - - D 132 /78 /77 /- /- /1.5 Des Ld: 37.00 EXP.C HORZ(TL): 0.071 C Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.0 psf Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.391 E Min Brg Width Req= - Load Duration:1.25 p TPI Std: 2007 Max BC CSI: 0.372 D Min Brg Width Req= . MWFRS Parallel Dist:h/2 to h Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.086 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2 32 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes (••)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) ►S F�e- iZ TC 44 1.90 1.30 ��� �.. ■ .e��'a'/�j- TC 63 1.30 5.99 +�.� SFS•i(/ BC 120 0.15 0.69 • BC 66 0.69 5.99 3 Apply purlins to any chords above or below fillers i; : s at 24"OC unless shown otherwise above. Q, 848 Wind t� ■ Wind loads based on MWFRS with additional C&C = member design. tss„0•� ATE Ca; + Additional Notes '4i •+• t OR O Shim all supports to solid bearing. � +••., .••'+ #0 278 ";4` 10NAL �r1-upWtt ` 08/01/2017 "'WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attachetl rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin ins�alled per BCSI sections B3,B7 or B10, as applicable. Apply Oates to each face.oftrussand position as shown above and on the Joinf9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinqcL_Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the µ,r,,,;o,,,,,,, truss In conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this droving or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essiona engineering responsibilitty�solely for the desi n shown. The suitability Suite 150 and use of this drawing for any structure is tphe responsibility of the Building Desigrier per ANSIfTPI 1 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32837 Job Number. 342017A Ply: 1 SEAN:809383 /T21 JACK Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 2 FROM:RCT DrwNo: 213.17.1516.15670 Truss Label: EJ60 JB / DF 08/012017 B 12' T 6 _o fV (V M n in C A rn v a 3 12 \\\3X6(G1) 3"s 5'5"10 12 5'9"14 1-4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSP) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# LOC R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 C 999 240 A 222 /14 /125 /- /102 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(fL): 0.000 C 999 180 C 112 /- /65 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 C - - B 152 /94 /91 1- 1- /1.5 Des LdMe : 37.00 a.C HORZ(TL): 0.042 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 A Min Big Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.557 C Min B B Min Brg Width ReWidth Req Load Duration:1.25 MFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.400 q— W . Re Bearing A is a rigid surface. Spacing:24.0" C&C Dista:3.00 ft P Factors Used:Yes Max Web CSI: 0.000 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): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 :Lt Stub Wedge 2x4 SP#3: Lumber value set"138"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 5.82 BC 72 0.00 5.82 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. ` ! Wind Wind loads based on MWFRS with additional C&C ��••';�� �c�•=�!� member design. Q �1 v� • Additional Notes • Shim all supports to solid bearing. : o. 648 � ATE #o 278 "'S/ONAL 1 08/01/2017 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicafAe. Apply plates to each faceoftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build inch Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µm'CMPnNr truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro7essionar engineering responsibility solely for the design shown. The suitability Suite 150 and use of this ��awing for any structure is the responsibility 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: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .com;ICC: w Jccsafe.or Orlando FL,32837 Job Number: 342017A Ply: 1 SEAN:809343 /T13 EJAC Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 9 FROM:RCT DrwNo: 213.17.1516.18030 Truss Label: EJ61 JO / DF 08/01/2017 1 "14 2�-2 6' 1'0"12 4'10"2 D 12 T2 4 p T T Cl) 5X4 m C B iv N N 6- A Li 11 F E 2X4(A1) III 1.5X4 6' 2 6' AL Loading Criteria(psf) Wind Criteria Snow Criteria ft,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.038 C 999 240 B 365 /76 /236 /- /85 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.093 F 756 180 E 106 /- /58 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 C - - D 128 /66 /64 1- /- /1.5 Des LdMean Height:15.00 ft : 37.00 a.C HORZ(TL): 0.050 C Wind reactions based on MWFRS Me NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 B Min Br 9 Width Req 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.368 E Min B rg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.350 D Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.080 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2:T2 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 43 -1.93 1.45 TC 58 1.45 6.00 BC 70 0.15 6.00 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. Wind �AV��•••' • :/I/L Wind loads based on MWFRS with additional C&C V �. • member design. • ' o. 848 ' ATE #0 278 h�'t'iA 08/01/2017 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3,B7 or 610, as applicatlle. Applgy Oates to each face.oftruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Build inlgComponents Group Ing.shall not be responsible for any deviation from this drawing,any failure to build the µm C, — truss in conformance with ANSI/TPI 1,or for handli CS shipping,installation and bracing of,trussesA seal on this drawing or cover paqe._ 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro-fesstonar engineennq responsibility solely for the design shown. The suitability and use of this cawing for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites. ALPINE: wwwal ineitw.com;TPI'. wwwApinst.orT SBCA: www.sbandust .com:ICC. wwwiccsafe.org Orlando FL,32837 Job Number. 342017A Pty: 1 SEQN:809457 /T110 EJAC Cust:R9353 JRef: 1 W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 6 FROM:RCT DrwNo: 213.17.1516.19810 Truss Label: EJ62 JB / DF 08/012017 2 10"9 9 4'6" 10 99 3'5"14 D 12 T2 T T � N < 6 ao _ 05X4 (V I N e 1 m E 7Pt0 � 1 A F a 3 o2X4(A1 12 11.5X4(") �—2'—� 5"Sh' 34"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/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): 0.003 C 999 240 B 348 /78 /222 /- /106 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs: NA VERT(TL): 0.006 C 999 180 E 72 /5 /42 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 C - - D 81 /54 /45 /- /- /1.5 Des LdMe : 37.00 a.C HORZ(TL): 0.007 C Wind reactions based on MWFRS Mean Height:16.29 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 NCBCLL:10.00 p TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.186 E Min Br gWidth Re q= - Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.068 D Min Brg Width Req= . MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.044 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2 32 2x4 SP#2: Bot chord 2x6 SP#2 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes ('")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins "aft0% to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) r�p,S F 'd�4j4� TC 0.74 51 0.7 TC 51 0.74 4.5.50 ••��f., ��'•••/(/ BC 45 0.50 4.50 Q • /11rr�� �► • Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. : • o. 648 • Wind • • * s Wind loads based on MWFRS with additional C&C member design. L ; Left cantilever is exposed to wind = .p:• ATE tC'd i•LLS'V Additional Notes tr�.f,'53��'•••FL QR,pP••• Shim all supports to solid bearing. 'fig '••,...•••� �� �A #0 278y�*" '��/Oxetnar L 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety or 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 ri4id ceilmp Locations shown for permanent lateral restraint 6f webs shall have bracing Installed per SCSI sections B3,B7 or 610, as appllca e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build omponQnts Group InC.shall not be responslble for any deviation from this drewinq an failure to build the -„ c truss in conformance with ANSt1/T 1 1,or for handling,shipping,Installation and bracing of.trussesA eal on this drawing or cover page,. 2400 Lake Orange Dr. listingthis drawing indicates acceptance of pro essiona en ineed res onsibility sole) for the desi n shown. The suitability Suite 150 and se of this drawing for any structure is fhe responsibility g of the Building Desigrier per ANSIfTPI 1 Sbc.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.sbcindusl .corn;ICC: wwwJccsafe.org Orlando FL,32837 Job Number: 342017A Ply: 1 SEAN:809471 /T43 JACK Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 2 FROM:RCT DrwNo: 213 17.1516.21633 Truss Label: EJ63 JB / DF 08/01/2017 9 7 1- 1 5 10"9 3'11"14 D T T2 T 12 0 N O 6 2 9) N y5X4 N C = B E D T b 1 � A F a 3 ;2X4(A1) 12 1111.5X4(*') 2' 15"8 4'0"8 -1 5" 4'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt 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): 0.004 C 999 240 B 363 /71 /229 /- /110 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.008 F 999 180 E 84 /- /48 /- /- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.004 C - - D 94 /59 /53 /- /- /1.5 Des Ld: 37.00 ea.C MHORZ(TL): 0.008 C Wind reactions based on MWFRS Mean Height:16.41 ft NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.242 E Min Brg Width Req= Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.090 D Min Brg Width Req= Re Factors Used:Yes Max Web CSI: 0.049 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2:T2 2x4 SP#2: Bot chord 2x6 SP#2 Webs 2x4 SP#3 Lumber value set"136"uses design values approved 1/30/2013 by ALSC Plating Notes (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: �is Chord Spacing(in oc) Start(ft) End(ft) TC 350.74 0.7 �� •�■ ■ ■•• !� TC 58 0.74 5.00 h v �'•• BC 51 0.50 5.00 Y + ��• Apply purlins to any chords above or below fillers a at 24"OC unless shown otherwise above. •e Wind O. 848 • • Wind loads based on MWFRS with additional C8C �'* � � • member design _ Left cantilever is exposed to wind ts�..(A� Additional Notes + -Tam••.�L QR`QT-.••• Shim all supports to solid bearing. �i •••...�..••'• ���' #0 278y"'` NAL 08/01/2017 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed p r BCSI sections B3,B7 or 810, as appllcal3le. Apply Oates to each face,oftruss and position as shown above and on the Join Details, ungess noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin-gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mrrwc M truss in conformance with ANSI PI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drawing or cover pa e,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essronA engineering responsibilittyv solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Desigrfer per'ANSI/TPI 1 Sbc.2. Suite 150 For more information see this job's generai notes page and these web sites: ALPINE: wwwal ineitw.com;TPI: www.tpinst.or ;SBCA. www.sbcindust mm;ICC: wwwA=afe.org Orlando FL,32837 Job Number: 342017A Py: 1 SEAN:809517 /T46 EJAC Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 3 FROM:RCT DrwNo: 213.17.1516.23760 Truss Label: EJ64 JB / DF 08/01/2017 14.10 L ]119 11 f 10" 11.11 12 65X4 6 F7- T2 1111.5XfC B A N_ f O lD h Mf f W2 RR F E 1112X5[2 11.5X4 x-20'8 1'1'6-6 1 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.006 F 999 240 G 248 /127 /188 /- /173 /5.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.007 F 999 180 E 27 /207 /197 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.211 C - - D 16 /40 /35 /- /- /1.5 Des Ld: 37.00 EXP.C HORZ(TL):-0.256 C Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 G Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.278 E Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.729 D Min i Width Req= - Re Factors Used:Yes Max Web CSI: 0.517 Bearing G s a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Web Forces Per Ply(Ibs) Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Webs Tens-Comp. Lumber B G 563 239 Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2 32 2x4 SP#2: Bot chord 2x4 SP SS Dense Webs 2x6 SP SS Dense:W2 2x4 SP SS Dense: Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [2] W2X5 S 3.00 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) 1 TC 49 1.26 1.96 O" .•••� wee'� BC 24 0.00 1.96 4 +••� �•• Apply pudins to any chords above or below fillers ai at 24' OC unless shown otherwise above. rr Wind c • o. 848 • • Wind loads based on MWFRS with additional C&C member design. 1: Left end vertical exposed to wind pressure. ¢ : ATE J•[Q Deflection meets U240. g6 ••• �.�• L�/�� #0 278 ��, �QNA 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.,Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin omponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the µ V n truss in conformance with ANSI 1 1,or for handling,s ipping,installation and bracing of trussesA seal on this dr8wi g or cover page_. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona. engineenng responsibility solely for the des i n shown. The suifabillty Suite 150 and use of this gnawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindusl .corn;ICC: w Jccsafe.or Orlando FL,32837 Job Number: 342017A Ply: 1 SEQN:809616 /T47 HIPM Cust:R9353 JRef: IW3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1516.26327 Truss Label: EJ65 I JB / DF 08/01/2017 4'10"B 66" 4'10"8 1'7"8 =5X6 1111.5X4 B C 12 6 m 0 ih 2X4(A 1) A T ra 1 F E D 1112X6[6] 1113X4[9][9] �6 6' 5'0"4112 i I 5,0"4 '{' 6,6„ 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.009 E 999 240 F 1004 /107 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.020 E 999 180 D 1014 /110 - BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.005 D - - F Min Brg Width Reg= 1.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - TCDL:4.0 psf Bearing F is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.821 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.748 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: 0.469 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Pty(lbs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 A-B 91 -787 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Right end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP#2 Left cantilever is exposed to wind A-E 1202 -86 E-D 710 -50 Webs 2x4 SP#3 Lumber value set"l 3B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Special Loads B-E 1231 0 B-D 95 -1355 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at 0.00 to 56 plf at 4.88 TC-From 56 plf at 4.88 to 56 plf at 6.50 BC-From 20 plf at 0.00 to 20 plf at 2.56 BC-From 10 plf at 2.56 to 10 plf at 6.50 TC- 109 Ib Conc.Load at 4.88 BC- 660 Ib Conc.Load at 2.56,4.56 BC- 135 Ib Conc.Load at 4.88 Plate Shift Table ��}•••••• ' ••••e��"1' JT Plate Lateral Chord JT Plate Lateral Chord {' •• S�••I� No Size Shift Bite No Size Shift Bite y [6] W2X6 S 4.25 [9] W3X4 1.25 R 2.50 i • o. 648 Purlins • • In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: • Chord Spacing(in oc) Start(ft) End(ft) is „�'. ATE ��Q TC 66 0.00 4.88 • ¢ TC 20 4.88 6.50 6 •� P •• BC 78 0.00 6.50 bdiC�••••�OR,Q.•••``�1Z� Apply purlins to any chords above or below fillers iiy s at 24"OC unless shown otherwise above. #0 278 yyQy S/0N A L 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ant?SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom hord shall have a properly attached rigid ceiling Locations shown forDermanent lateral restraint of webs shall have brach ins ailed per BC I sections B3,B7 or 810, as applicable. Apply plates to each face,or truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the N w; truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of,trussesA seal on this dr2wing or cover page,, 2400 Lake Orange Dr. Ii this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 150 and use of this giawrng for any structure is the responsibility of the Building Desigrier per ANSIITPI 1 Sgec.2. Far more information see this job's general notes page and these web sites: ALPINE. www.al ineitw.com;TPI: www.t inst.or ;SBCA: w .sbcindust .com;ICC: w Jccsafe.or Orlando FL,32837 Job Number. 342017A Ply: 1 SEQN:809254 /T60 HIPM Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1516.28530 Truss Label: EJ66 JB / DF 08/01/2017 3'10"8 6' 3'10"8 2'1"8 5X6 1111.5X4 B C 12 6 Li 90 io 2X4(A1) iv T /A' T'4 1 E D 11!2X6[8] =4X4[11] 4'0"4 1'11"12 4'0"4 6' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF)I Den/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10Pg:NA Ct:NA CAT:NAj PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.010 E 999 240 A 923 /120 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL) 0.021 E 999 180 D 983 /134 - BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 D - - Wind reactions based on MWFRS - EXP C Des Lcl 37.00 Mean Height:15.00 ft HORZ(TL): 0.004 D A Min BrigWidth Req= 1.5 NCBCLL: 10.00 Code I Misc Criteria Creep Factor:1.5 D Min Brig Width Reg= - TCDL:4.0 psf Soffit: 2.00 gCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.503 Bearing A is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.705 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: 0.419 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 A-B 143 -1035 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Right end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP#2 A-E 879 -105 E-D 954 -105 Webs 2x4 SP#3 Lumber value set"1313"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Special Loads B-E 1100 -3 B-D 149 -1354 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at 0.00 to 56 plf at 3.88 TC-From 56 plf at 3.88 to 56 plf at 6.00 BC-From 10 plf at 0.00 to 10 plf at 6.00 TC- 168 Ib Conc.Load at 3.91 BC- 624 Ib Conc.Load at 2.06,4.06 BC- 96 Ib Conc.Load at 3.91Hq� Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord �v .•••• • ••'•••`��/�/ No Size Shift Bite No Size Shift Bite •••� S�••• [8] W2X6 S 4.25 [11] W4X4 1.75 R 2.75 • Purlins $ •• 0 648 In lieu of structural panels or rigid ceiling use purlins $3 to laterally brace chords as follows: * : �' • • Chord Spacing(in oc) Start(ft) End(ft) t i • TC 52 0.00 3.88 ss ATE TC 26 3.88 6.00 7j t BC 70 0.15 6.00 'y. •Aurlns to anchods above or belo . Q,••+ Z�V�+ atp24"OClunless shownrotherwise aboveW fillers ' d��••••��R`0••• `k► 1c A Hangers/Ties 40278 VyIONML'?� (J)Hanger Support Required,by others 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilln9 Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applica131e. Apply plates to each face.oftrussand position as shown above and on the Join°Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin omponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ,,,,,;ms,, truss in conformance with ANSI 1 1,or for handliriq,shipping,installation and bracing of trussesA eal on this drawing or cover page,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona en ineenng responsibility solely ror the design shov7n. The sui bility Suite 150 and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindus .com;ICC: www.icr-safe.org Orlando FL,32837 Job Number. 342017A Ply: 1 SEQN:809248 /T93 EJAC Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1516.30373 Truss Label: EJ67 JB / DF 08/01/2017 2 �� 9 10,193'110"8 10"9 2'110"6 D T2 12 6 T T F ;5X4 m C i ;o fV N B 1 A F E 1111.5X4 =-2X4(Al) 3108 3'10"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.007 C 999 240 B 300 /55 /209 /- /90 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.019 F 999 180 E 65 /- /37 I- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 C - - D 72 /43 /40 /- /- /1.5 Des Ld: 37.00 M a.Cean Height:15.00 ft HORZ(TL): 0.014 C Wind reactions based on MWFRS M NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 B Min Br 9 Width Req= 1.5 Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.175 E Min Brg Width Req= - p D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.130 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.028 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): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2:T2 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 44 -1.90 1.30 TC 35 1.30 3.88 BC 45 0.15 3.88 Apply purlins to any chords above or below fillers �Nlgf� at 24"OC unless shown otherwise above. ���+ t► w� Wind Oyu•••• • e••••• Wind loads based on MWFRS with additional C&C .'`, SF•• member design. a v • •• ' o. 648 = 11 a .p:, ATE ..,_..• #0 278 0NA1. 08/01/2017 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety or prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face oftrussand position as shown above and on the Joinl9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingc� ompongnts Group Inc..shall not be responsible for any deviation from this drawin any failure to build the �,n truss in conformance with ANSUf 1 1,or for handling,shlppinq,installation and bracing of trussesA seal on this dr%wing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essioni engineering responsibilittyv solely for the design shown. The suitability Suite 150 and use of this drawing, for any structure is the responsibility 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: www.al ineitw.com;TPI: www.t inst.org,SBCA: wwwslocindustry.com,ICC. www.iccsafe.org Orlando FL,32837 Job Number 342017A Ply: I SEQN:809306 T77 JACK Cust:R9353 JRef: IW3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty-. 2 FROM:RCT DrwNo: 213.17.1516.32140 Truss Label: EJ69 JB OF 08101/2017 10,19 V92 4'4"8 3'4"6 D 7 T2 12 6 6 F,-,- 1 2 T2 5X4 0) Co C B A F E 2X 4(A 1 1111.5X4 4'4"8 2- 4'4"8 Loading Criteria(psr) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 WindStd: ASCE7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.009 C 999 240 B 315 /55 /217 /99 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.029 F 999 180 E 75 /- /42 /1.6 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.007 C - - D 86 /51 /49 /1.5 Des Ld: 37.00 EXP:C — HORZ(TL): 0.022 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 It Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Reg= 1.5 Soffit: 2.00 TCDL:4.0 psf Bldg Code: FBC 2014 RES MaxTCCSI: 0.179 E MinBrgWidthReq= - BCDL:5.0 psf D Min Big Width Reg= - Load Duration:1.25 MlWFRS Parallel Dist:h/2 to h TPI Std: 2007 MaxBCCSI: 0.174 Bearing B is a rigid surface. Spacing:24.0 C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.040 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE r1AEW Ver 17 01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2:T2 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 44 -1.90 1.30 TC 41 1.30 4.38 BC 51 0.15 4.38 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind W0,44 Wind loads based on MWFRS with additional C&C member design. 648 E 0 R\'O-*'# k #0 278 08/01/2017 -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlinp,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA) or sa ety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attacheTrmid ceiliny. Locations shown for_permanent lateral restraint of webs shall have bracing installed per BCSI sections B3 B7 or 910 as applicab e. App y Oates to each face of truss and position as shown above and on the JoinfDetails. unless noted otherwisd. Refer to' drawings 16OA-Z fbr s andard plate positions. ALPINE Alpine,a division of ITW Buildin omponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI1$F1 1,or for handlinj shippinp,installati6n and bracing of trussesA seal on this dr%wling or cover.pa listing this drawing,indicates acceptance 9f pro essionam engineering responsibili sole for the design shown. The u,Ability 2400 Lake Orange Dr. and use of this rawing for any structure is the responsibility of the Building Desig%er pePANSI/TPI 1 5-6c.2. Suite 150 lFor mom information see this job's general notes page and these web sites: ALPINE: �.alpineitw.com,TPI �tpinstorg;SBCA: �.sbcindustry.com;ICC: �Accsafe.org Orlando FL,32837 Job Number: 342017A Ply: 1 SEQN:809297 /T92 MONO Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1516.35320 Truss Label: EJ70 JB ! OF 08/01/2017 III 1.5X4 B 12 6 90 a� 2X4/A1) N v�t` C 1111.5X4 4'4"8 4'4"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): NA A 451 /64 /- /- /48 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 491 /40 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 C Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.012 C - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - TCDL:4.0 psf Bearing A is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.321 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.825 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: 0.088 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 20 SP#2 Bot chord 2x6 SP#2 Webs 2x4 SP#3 Lumber value set"'I3B"uses design values approved 1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at 0.00 to 56 plf at 4.38 BC-From 20 plf at 0.00 to 20 plf at 4.38 BC- 611 ib Conc.Load at 2.44 Purlins In lieu of structural panels or rigid ceiling use purlins 4►I to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 59 0.00 4.38 �v �•'`� �`••. f�/ BC 51 0.15 4.38 .•``, SF'`. Apply purlins to any chords above or below fillers i v • at 24"OC unless shown otherwise above. o. 648 Wind ; a Wind loads and reactions based on MWFRS. Right end vertical exposed to wind pressure. Deflection meets U240. =0 ATE ;'Q #0 278 ��SsLtw�, 08/01/2017 `WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracinginsalled per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face oftrussand position as shown above and on the JoinlDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the µ truss in conformance with ANSI/TPI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drawing or cover page,. 2400 Lake Orange Dr. Ii this drawing indicates acceptance of pro)esslonar engineering responsibility solely for the desiqn shown. The suitability Suite 150 and use of this yawing for any structure is a responsibility of the building Desigrier per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www. inst.or ;SBCA: www.sbcindust .corn;ICC: w Accsafe.org Orlando FL,32837 Job Number: 342017A Ply: 1 SEQN:809535 /T44 HIP_ Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qly: 2 FROM:RCT DrwNo: 213.17.1516.37737 Truss Label: HJ71 JB / DF 08/01/2017 1'0"2 11"1 4 4-612 L 917 11"1 3'610 4'6"12 , E 12T2 4.24 p 'p4 c in 4X4 a0 B C v T e7 1 A I H GF 2X4(A1) 1111.5X4 =3X3 --2 915 4'2'5 6" 8'7'5 9'19 Loading Criteria(pso Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.039 H 293 240 1 484 /144 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.086 H 135 180 F 168 /18 /20 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.019 E - - E 199 /92 /- /- /- /1.5 Des Ld: 37.00 EXP.C HORZ(TL):-0.042 E Wind reactions based on MWFRS Mean Height:15.00 ft 1 Min Br Width Re 1.5 NCBCLL:0.00 Code I Misc Criteria Creep Factor:1.5 9 q= TCDL:4.0 psf F Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.638 p E Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.419 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.095 Bearing 1 is a rigid surface. Loc.from endwall:NA FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2:T2 2x4 SP#2: Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 Lumber value set"138"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 49 -2.75 1.09 TC 75 1.09 9.13 BC 75 0.00 9.13 Apply purlins to any chords above or below fillers IRNIiIt/fgf7 at 24"OC unless shown otherwise above. tJ 1J ! fl �Y Loading O�••�••r • •••••.�� The following trusses need concentrated loads at the Q ••�� SF'• end of their overhangs:3-0-0 span/setback member • on the 0-5-8 cant side requires 45 Itis and the 3-0-0 span/setback member on the 0-5-8 cant side requires ; 0. • 45 lbs. ; Sub-fascia beam assumptions:5-0-0 sub-fascia beam �) * z on the 0-5-8 cantilever side.5-0-0 sub-fascia beam on _ • ; the 0-5-8 cantilever side. 'S ;� ATE Hipjack supports 6-5-8 setback jacks with 0-5-8 •� t� ; tC,/ cantilever one face;0-5-8 cantilever opposite face. y�y�f�'�••�•/�! OR`oPX.•���y�' L Wind •...A..••G' �� 4?A Wind loads and reactions based on MWFRS. #0 278w�','✓�qu�ONrit Left cantilever is exposed to wind 1+�ruila+wnra+�` 08/01/2017 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg,handlingp shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an c�SBCA)fb�safety�ractices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached id ceilin Locations shown for permanent lateral restraint of webs shall have bracin ins alled per BCSI sections B3,B7 or 810, as applldcabgle. AppToy plates to each face of truss and position as shown above and on the Joinf9Detalls, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building CComponents Grom In,.shall not be responsible for any deviation from this drawinn any failure to build the N n n truss in conformance with ANSI/TPI 1,or for handli ( s Ippinq,installation and bracing of,trussesA seal on this dr wi g or cover page,, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essrona engineering responsibilittyv solely for the desi n shown. The suitability Suite 150 and use of this �rawing for any structure is the responsibility of the Building DesigrSer per ANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .com;ICC: www.iccsafe.org Odando FL,32837 Job Number. 342017A Ply: 1 SEON:809613 /T58 HIP_ Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Oty: 1 FROM:RCT DrwNo: 213.17.1516.39317 Truss Label: HJ72 JB / DF 08/012017 t— 3'6"9 �1-111"31.''11"77 1'11"3 0"4 E T2 T 12 1.5X4 4.24 p D 4X4 a 0 C ih B T I Cl) 1 1 A GF 2X4(A1) =3X3 1� i 2,9"15 6715 6"1 6715 6'1 " Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.004 G 999 240 B 387 /122 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.008 G 999 180 F 135 /- /25 /0 /0 /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 G - - E 109 /51 /- /- /- /1.5 EXP:C Des Ld: 37.00 HORZ(fL):-0.007 G Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00Bldg Code: FBC 2014 RES Max TC CSI: 0.398 F Min Brg Width Req= - BCDL:5.0 psf E Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.163 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.038 Loc.from endwall:NA FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2 BORATE-TRTD:T2 2x4 SP#2: Bot chord 2x6 SP#2 Webs 2x4 SP#3 Lumber value set 136"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 61 -2.75 2.01 TC 62 2.01 6.83 BC 74 0.64 6.83 Apply purlins to any chords above or below fillers4I� at 24"OC unless shown otherwise above. S F/ Loading �" ••••r • `a�e'C••• -i� The following trusses need concentrated loads at the Q •,�` SF•�r end of their overhangs:3-0-0 span/setback member 33 on the 0-5-8 cant side requires 45 lbs and the 3-0-0 span/setback member on the 0-5-8 cant side requires ; o. 648 r 45 lbs. • • • y • �, 7� • Sub-fascia beam assumptions:5-0-0 sub-fascia beam t� : • on the 0-5-8 cantilever side.5-0-0 sub-fascia beam on Si the 0-5-8 cantilever side. �� ATE ++� • Hipjack supports 4-10-0 setback jacks with 0-5-8 iG�� :•• v, ,�/� , cantilever one face;0-5-8 cantilever opposite face. yds .+ 0R�Q •• N Wind •+•..+••�-` Wind loads and reactions based on MWFRS. #0 278 VONA p� Left cantilever is exposed to wind 08/01/2017 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each faceoftrussand position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin omponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 11,or for ahandling,shipping,installatidn and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essiona engineering responsibilitty�solely for the design shown. The suitability and use of this �awing for any structure is the responsibility of the Building DesigrSer per ANSI/TPI 1 Sbc.2. Suite 150 For more information see this job's geneml notes page and these web sites: ALPINE. www.al ineitw.com:TPI: www.t inst.or ;SBCA: w .sbcindust .com;ICC: www.iccsafe.or Orlando FL,32837 Job Number. 342017A Ply: 1 SEQN:809637 /T29 HIP_ Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 3 FROM:RCT DrwNo: 213.17.1516.41057 Truss Label: HJ73 JB / DF 08/01/2017 1'0"2 11 1f 4 40 13 815.11 11"14 3'0"10 4'4"5 E 12 T2 4.24 p 1.5X4 D i� 04 fn B CED v T �r T A GF 2X4(A1) =3X3 �— 2'9"15 } 7'10"15 .6-1.4 7'10"15 11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/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): 0.014 D 999 240 B 376 /105 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.031 D 999 180 F 214 /- /8 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 G - - E 182 /90 /_ /- /- /1.5 Des Ld: 37.00 EXP.C HORZ(TL): 0.009 G Wind reactions based on MWFRS Mean Height:15.00 ft B Min Br Width Re 1.5 NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 9 q= Soffit: 2.00 p Bldg Code: FBC 2014 RES Max TC CSI: 0.452 F Min Brg Width Req= - BCDL:5.0 psf E Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.501 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 it Rep Factors Used:No Max Web CSI: 0.145 Loc.from endwall:NA FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2:T2 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 49 -2.75 1.08 TC 75 1.08 8.42 BC 99 0.15 8.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading OO .+••■ w'•w+f?/ Hipjack supports 5-11-8 setback jacks with no webs. •�� SF••+ Wind �+ �w Wind loads and reactions based on MWFRS �• 64 • + ' ATE fyI VS ....... 1!� #0 278 iy '��` 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached ri4id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed p r BCSI sections B3,B7 or 810, as applicable. Appy plates to each face.oftruss and position as shown above and on the Join Details, un�ess noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin CComponents Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the ,,,awc truss in conformance with ANSI1PI 1,or for handliril shipping,installation and bracing of,trussesA seal on this drawing or cover pane., 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essrona engineering responsibility solely for the desi n shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com,TPI: www.t inst.or ;SBCA: www.sbcindust .com;ICC: wwwJi afe.org Orlando FL,32837 Job Number. 342017A Ply: 1 SEAN:809251 /T70 HIP_ Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 1 FROM:RCT DrwNo: 213.17.1516.42543 Truss Label: HJ74 JB / DF 08/01/2017 1i 1"1 - 3 55 11"14 4'3"15 D ,2 T2 T T 4.24 � 5X4 N � C m N CV Lo B N 67M 1 A F E 2X4(A1) 1111.5X4 2'9"15 5'5" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.006 F 999 240 B 262 /83 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.009 F 999 180 E 31 /- 122 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 C - D 96 /43 /- /- /- /1.5 Des Ld: 37.00 EXP:C Mean Height:15.00 ft HORZ(TL): 0.006 C Wind reactions based on MWFRS NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 B Min Br 9 Width Req= 1.5 Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0259 E Min Br gWidth Re q= - BCDL:5.0 psf D Min Brg Width Req= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.081 Bearing B is a rigid surface.. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.051 Loc.from endwall:NA FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2:T2 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 53 -2.75 1.38 TC 51 1.38 5.42 BC 63 0.15 5.42 Apply purlins to any chords above or below fillers7Jy� at 24"OC unless shown otherwise above. Loading 0� •'••• • ••c��•C••J�,'Y Hipjack supports 3-10-0 setback jacks with no webs. Q •�� vfi••'• Wind O. 648 • Wind loads and reactions based on MWFRS � • • r � ATE •.•.s.• #0 278NL�W�`�Vv41�' 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r gid ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applica e. Apply plates to each face,of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin$gComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the µ,,,,,1�,,,,,,,, tr ss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this dr wi g or cover page,, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of prolessionar engineering responsibilittyv solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility 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. www.al ineitw.com;TPI. www.tpinsLor SBCA: www.sbcindust .corn;ICC: www.iccsafe.or Orlando FL,32837 Job Number: 342017A Ply: 1 SEAN:809371 /T28 HIP_ Cust:R9353 JRef: 1 W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 2 FROM:RCT DrwNo: 213.17.1516.44183 Truss Label: HJ75 JB / DF 08/01/2017 11"6 , 11 4 4013 + 851 11"2 3'1"6 4'4"5 E T2 T 12 =15X4 SO . 4.24 p D IN i - i' 4X4 TT m B C GF 3X3 T � to A 0 2.12 2X4(A1) 12 �- 2-10"111 7" 7'6"9 3" 7" 8'1"9 '1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.027 D 999 240 B 459 /136 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.058 D 999 180 F 181 /- /22 /- /- 11.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 G - - E 194 /96 /- /- !- /1.5 Des Ld: 37.00 EXP.C HORZ(TL):-0.017 G Wind reactions based on MWFRS It Mean Height:15.00 B Min Br Width Re 1.5 NCBCLL:0.00 Code/Misc Criteria Creep Factor:1.5 9 q= TCDL:4.0 psf F Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.766 g q= - TPI Std: 2007 Max BC CSI: 0.615 E Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.175 Loc.from endwall:NA FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 154 -441 C-D 154 -440 Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2:T2 2x4 SP#2: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-G 398 -127 approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. In lieu of structural panels or rigid ceiling use purlins D-G 121 -382 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 49 -2.81 1.02 TC 75 1.02 8.42 BC 1199998 0.15 0.82 BC 93 0.82 8.42 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. O,` ••V••'• • •'c•�►•C•• !� Loading 0 •••�\ SF••• 3 • Hipjack supports 5-11-8 setback jacks with no webs. • � Wind �, 641 ' • Wind loads and reactions based on MWFRS. ■ ■ Additional Notes rs Shim all supports to solid bearing. s .o�; ATE t '�,, a�F••10RVQ P•.•��c, •s�a■■+•GG �� #0278 SONA�l 08/01/2017 W' "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildincc��CComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �,, ro,,,,q". truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essiona engineering responsibility solei for the design shown. The suitability and use of this awing for any structure is pro) responsibility of the Building Desigrier per'ANSI/TPI 1 Sbc.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com,TPI: www.t inst.or :SBCA: www.sbcindust .com;ICC: w .iccsafe.or Orlando FL,32837 Job Number: 342017A Pty: 1 SEQN:809346 /T11 HIP_ Cusl:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 2 FROM:RCT DrwNo: 213.17.1516.45630 Truss Label: HJ76 I JB / DF 08/01/2017 1'1"10 � 1,17�"3 4'3„2 � 8,5„1 11'7 3'1"8 4'115 E 2.83 1.5X4 T2pD o_ :4X4 to B `" N _ M T A j H GF 1 2X4(A1) =3X3 2'9"15 7'10" 7”1 7'10” 8'5 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.018 D 999 240 H 370 /109 /- /- /- /4.2 Lw N BCLL: 0.00 Enclosure:Closed LA Cs:NA VERT(TL): 0.039 D 999 180 F 219 /- /5 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 G - - E 172 /89 /- I- /- /1.5 Des Ld: 37.00 EXP:CMean Height:15.00 ft HORZ(TL): 0.008 G - - Wind reactions based on MWFRS NCBCLL:0.00 Code/Misc Criteria Creep Factor: 1.5 H Min Brg Width Req= 1.5 TCDL:4.0 psf F Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.433 g q= E Min Brg Width Req= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.466 Bearing H is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.169 Loc.from endwall:NA FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.33 WAVE VIEW Ver: 17.01.00E.0525.17 I Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 163 -447 C-D 163 -447 Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2,T2 2x4 SP#2: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-G 424 -145 approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. In lieu of structural panels or rigid ceiling use purlins D-G 153 -446 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 49 -2.78 1.19 TC 75 1.19 8.42 BC 99 0.15 8.42 011111;5 ppigy�� Apply purlins to any chords above or below fillers00 at 24"OC unless shown otherwise above. S F ��4 • ,Y/ Loading Q .••••• c�'♦���/ N • • n Hipjack supports 5-11-8 setback jacks with no webs. • C • Wind o. 848 Wind loads and reactions based on MWFRS. � e ATE Ar yI ••ww•�sw••• v\ a0 278 NAL. 08/01/2017 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicab�Ie. Apply plates to each face.oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg omponents Group In, shall not be responsible for any deviation from this drawin any failure to build the µ,, c truss in conformance with ANSIrf 11,or for handliri(L shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui billty Suite 150 and use of this gnawing for any structure is the responsibility of the building Desigrier per ANSI/TPI 1 SE-c.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .tom;ICC: wwwJccsafe.org Orlando FL,32837 Job Number. 342017A Ply: 1 SEQN:809465 /T109 HIP_ Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 4 FROM:RCT DrwNo: 213.17.1516.47720 Truss Label: HJ77 JB / DF 08/01/2017 x'1"1 11"14I�13 6'3"10 11"14 5'2"9 D 12 T2 T T 4.24 o tO o ^_ iv s 5X4 C B E iv) r7 tm 1 A F 1111.5X4(`") v 2.12 __2X4(A1) 12 1� L7lj �- 2'9"15�{ r7"1� 5'0"2 5714 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.008 C 999 240 B 384 /130 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.021 C 999 180 E 73 /- /36 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 C - - D 119 /54 /- /- /- /1.5 Des Ld: 37.00 ea.C Man Height:16.28 ft HORZ(TL): 0.016 C Wind reactions based on MWFRS Me NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 B Min B r9 Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.381 E Min Br gWidth Re q= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.195 D Min Bis Width Req= . Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.067 Bearing B s a rigid surface. Loc.from endwall:NA FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Loading Value Set:13B(Effective 6/1/2013) The following trusses need concentrated loads at the Top chord 2x6 SP#2:T2 2x4 SP#2: end of their overhangs:3-0-0 span/setback member Bot chord 2x6 SP#2 on the 0-5-8 cant side requires 45 lbs and the 3-0-0 Webs 2x6 SP#2 span/setback member on the 0-5-8 cant side requires 45 lbs. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Sub-fascia beam assumptions:5-0-0 sub fascia beam on the 0-5-8 cantilever side.5-0-0 sub-fascia beam on Plating Notes the 0-5-8 cantilever side. (")1 plate(s)require special positioning.Refer to Hipjack supports 4-5-8 setback jacks with 0-5-8 scaled plate plot details for special positioning cantilever one face;0-5-8 cantilever opposite face. requirements. Purlins In lieu of structural panels or rigid ceiling use purlins 0 111111111111LIM.— to laterally brace chords as follows: S r is Chord Spacing(in oc) Start(ft) End(ft) {�,V`>�►I"' TC 68 0.97 6.30 1��+ ♦'-•♦`••• • •S••••.� BC 64 0.64 6.30 , V ♦ V Apply purlins to any chords above or below fillers 3 • at 24"OC unless shown otherwise above. • o. 648 Wind _ ; • Wind loads and reactions based on MWFRS. y Left cantilever is exposed to wind =t� ATE Additional Notes �4 •. /C OQ+ •• j` Shim all supports to solid bearing. o�F••...OR`•♦•••G�� � #0 278 ONAL 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached riccttid ceilin Locations shown for permanent lateral restraint of webs shall have brach installed per BCSI sections B3,B7 or 810, as applicable. Apply Oates to each face of truss and position as shown above and on the Joinl9Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the mrtw:oew truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wing or cover page,, 2400 Lake Orange Dr. "stingthis drawing indicates acceptance of pro essrona, en ineering res onstbiiittyy solei for the design shown. The sul bili Suite 150 and se of this drawing, for any structure is the responsibiI Wof the Building Desigrier per'ANSUTPI 1 Sec.2. For more information see this bb's general notes page and these web sites: ALPINE. www.al ineitw.com;TPI. www.t inst.or ;SBCA: www.sbcindust .com;ICC: wwwJccsafe.or Orlando FL,32837 Job Number: 342017A Ply: 1 SEAN:809524 /T40 HIP_ Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 2 FROM:RCT DrwNo: 213.17.1516.49850 Truss Label: HJ78 JB / DF 08/01/2017 8 X11" 3 78"8 11. 11'8"21 12 D 4.24 C-71 �5X4 T2 1 3X6C A m o !� n a -v W F E 1111.5X4 =—3X4 �--710"10 -} 10 _ 1 8 Z 1'0 78"8 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.007 F 999 240 G 331 /1 /- /- /90 16.3 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.012 C 999 180 E -31 /35 /- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.032 C - - D 3 /21 /- /- /- /1.5 e Des Ld: 37.00 Ma.C HORZ(TL):-0.052 C Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:15.00 ft TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.246 E Min B D Min Br Width Width Re Req Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.129 rf Re Factors Used:Yes Max Web CSI: 0.082 Bearing G is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:NA FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2:T2 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3:W1 2x6 SP#2: Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 53 -2.81 1.32 TC 18 1.32 2.71 BC 32 0.00 2.71 tttdluu�pr�� Apply purlins to any chords above or below fillers ��++ !y at 24"OC unless shown otherwise above. G�►J Flee14��/4� Loading Q�•.••`°•� •S�'•.YJ�'Y Hipjack supports 1-11-0 setback jacks with no webs. Q �•�i, • • �• Wind '� � • Wind loads and reactions based on MWFRS. r � � o. 648 • Left end vertical exposed to wind pressure. Deflection meets U240. .a ATE :cr . {v °' FL AQP,.• <c, .� .,,,%SSIO NAt-EN #0 278 "�KJlgrtrfi7Wtt+��� osiotaot7 "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 oyherwise,top chord shall have properIg attached structural sheathing and bottom chord shall have a properly attachetl rigid ceilin Locations shown for_permanent lateral restraint bf webs shall have bracinq installed per BCSI sections B3,B7 or B10 as appllcaflle. Apply plates to each face,otruss and position as shown above and on the Join Details, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buil%l1 qComponents Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the mawmwur truss In conformance with AN 1,or for handlirSCt shipping,installation and bracing of trussesA seal on this dr wi g or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro-essrona. en ineerinq responstbiliri sole for the des i n shown. The suitability Suite 150 and use of this drawing, for any structure is the responsibilit�lof the Building Desigtier pe ANSUTPI 1 Sgec.2. For more infwmation see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust .com;ICC: wwwJcrsafe.org Orlando FL,32837 Job Number: 342017A Ply: 1 SEON:809538 /T55 JACK Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 6 FROM:RCT DrwNo: 213.17.1516.51580 Truss Label: CJ79 JB / DF 08/01/2017 2 10"9 9 4'S"11 r 9 r 3,5„9 D T2 T 12 6 p 5X4 b C So iv (V B ll1 A F E 2X4(A1) 1111.5X4 [6 4'5"11 r�2 4'5"11 , Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.014 F 633 240 G 367 /58 /262 /- /100 /55 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:INA VERT(TL): 0.041 F 210 180 E 59 /7 /36 !- /- /1'5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.012 C - - D 84 /51 /39 Des Ld: 37.00 EXP.C HORZ(TL):-0.041 C Wind reactions based on MWFRS Mean Height:15.00 ft G Min Br Width Re 1.5 NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 9 q= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.159 E Min Brg Width Req= - Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.277 D Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Bearing G is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.091 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2 32 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 44 -1.90 1.30 TC 43 1.30 4.47 BC 54 0.00 4.47 Apply purlins to any chords above or below fillers t t Nr7pl� at 24"OC unless shown otherwise above. Wind [���•.•``��■ S`•.f� Wind loads based on MWFRS with additional C&C y `•V, ` • member design. Left cantilever is exposed to wind o. 648 i • � � l e • .,�•• 4 ATE 9 • F••�L C)R\,O •�`� . #0 278 rmrrwtuu+v'b 08/01/2017 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary bracin per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling Locations shown for rmanent lateral restraint of webs shall have bracing installed per BCI sections B3,B7 or B10, as appllca ge. Apggy fates to each face.of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z fbr standard plate positions. Alpine,a division of ITW Buildl'n omponents Group Inc.shall not be responsible for any deviation from this drpwino any failure to build the ,,,,,nwc truss In conformance with ANSI 1 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wirtg or cover page.. 2400 Lake Orange Dr. listin this drawing indicates acceptance of pro)essrona an ineerl responsibility solely for the design shovTn. The sui bili Suite 150 and use of this drawing for any structure is the responsibilit�of the Building Desigrier perrANSi/TPI 1 S�c.2. For more information see this job's general notes page and these web sites: ALPINES www.al ineitw.com;TPI'. www.t instorg;SBCA: www.sbdndus .com;ICC: www.iccsafe.or Orlando FL,32837 Job Number. 342017A Py: 1 SEAN:809541 /T56 JACK Cust:R9353 JRef: lW3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 6 FROM:RCT DrwNo: 213.17.1516.53183 Truss Label: CJ80 JB / DF 08/01/2017 1i 4"2 10"9 X79 2'5"11 9'� r 1'5"9 -t D 12 T2 T 6 sxC I N O_ O B io O 1 itto A F E =2X4(A1)1111.5X4 2, 1 2'5"11 2'5"11 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/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): 0.014 F 609 240 Enclosure:Closed G 356 /95 /272 /- /66 /5.5 BCLL: 0.00 Lu:NA Cs:NA VERT(TL): 0.032 F 275 180 E 5 162 /47 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.012 C - - D 23 /28 /22 /- /- 11.5 Des Ld: 37.00 EXP:C HORZ(TL):-0.028 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.0 psf Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.149 E Min Br gWidth Re q- - TPI Std: 2007 Max BC CSI: 0.295 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.049 Bearing G is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2 32 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 44 -1.90 1.30 TC 16 1.30 2.47 BC 30 0.00 2.47 Apply purlins to any chords above or below fillers ��� ,� /AIN. at 24"OC unless shown otherwise above. !I`CC ',* Wind ��--•```•�� eS`L'. f'i� Wind loads based on MWFRS with additional C&C Q `••V, `•••• member design. Left cantilever is exposed to wind ; O 848 0. e ' ATE ; , sjpNAI. 40278 ' wrgrtna hull, '" 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r gid ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicage. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 16OA-Z for standard plate positions. A pin@,a division of ITW BuildlnlgccomponQnts Grwu�InC.shall not be responsible for any deviation from this drawin anY failure to build the µ ;O p" tr ss In conformance with ANSI/TP1 1,or for han li g shipping,installatidn and bracing of,trussesA eal on this drowirs9 or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTesstonar en rneeri 0 responsibilit�yy sole)v iorthe desi n shov7n. The su!page and use of this drawing for any structure is the responsibility of the Quilding Desigrfer perANSI/fPI 1 S�c.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:wwwalpineitw.com;TPI: www. inst.or ;SBCA: www.sbcindust .com;ICC: wwwJccsafe.org Orlando FL,32837 Job Number. 342017A Ply: 1 SEAN:809640 /T23 JACK Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY City: 6 FROM:RCT DrwNo: 213.17.1516.54757 Truss Label: CJ81 JB / DF 08/01/2017 2 10„9� 9 3'11"11 10"9 2'11"9 D T2 12 6 5X4 N C r` N O B N r 1 Cl) 1 97 CA F E 1111.5X4 2X4(A1) 3'111 " 1 2, 3'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.007 C 999 240 B 303 /55 /211 /- /92 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.021 F 999 180 E 67 /- /38 /- /- 11.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 C - - D 75 /45 /42 /- /- /1.5 Des W. 37.00 EXP.C HORZ(TL): 0.016 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 It Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.0 psf E Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.175 g q= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.138 D Min Brg Width Req= . Re Bearing B is a rigid surface. Spacing:24.0" C8C Dist a:3.00 ft P Factors Used:Yes Max Web CSI: 0.030 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2:T2 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"136"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 44 -1.90 1.30 TC 36 1.30 3.97 BC 46 0.15 3.97 Apply purlins to any chords above or below fillers ittplp�otl #101", � at 24"OC unless shown otherwise above. �� (�S Wind O��••`�r• • •c�•`•.,'Y Wind loads based on MWFRS with additional C&C member design. ; • O. 648 � r • = ,�= ATE GiySjZl�.�iC OR,Vp.•�``�i� #0 278 Wtenarttun►N� 08/01/2017 "WARNING” READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shippI installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an a SBCA)f0 safety�ractices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown for ermanent lateral restraint of webs shall have braclnoo installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each faceofptruss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build p/$gComponents Group Inc.shall not be responsible for any deviation from this drawinanfailure to build the µTM truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawling or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro7essronar engineering responsibility sole for the desi n shown. The suiTability Suite 150 and use of thisrawing for any structure is the responsibility of the Building DesigrSer pe ANSI/TPI 1 Sec.2. For more infomatlon see this job's geneml notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: m .sbcindusl .com;ICC: www.iccsafe.or Orlando FL,32837 Job Number. 342017A Ply: 1 SEAN:809644 /T24 JACK Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 8 FROM:RCT DrwNo: 213.17.1516.56640 Truss Label: CJ82 JB / DF 08/01/2017 � 910,19 1111,111 �'� 10"9 11"9 D 12 5XC T2 6 B O N 7F67 F1 fM O N A F E 1111.5X4 2X4(A1) 2, 1'11"11 1'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 C 999 240 B 263 /75 /199 /- /56 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 C 999 180 E 20 /27 136 /- /- /1.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.001 C - - D 11 /9 /15 /- /- /1.5 Des LdM: 37.00 a.C HORZ(TL): 0.002 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Big Width Req= 1.5 TCDL:4.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.266 E Min Big Width Req= - Soffit: 2.00 BCDL:5.0 sf P D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.120 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.023 Loc.from endwall:Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2:T2 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 44 -1.90 1.30 TC 9 1.30 1.97 BC 22 0.15 1.97 11p1Ap Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. ■ e Wind A�•�••;•• �'•�!/ Wind loads based on MWFRS with additional C&C V F • member design. 33 • • • o. 648 •so S� „o; ATE ,:� #0 278 ONAt ! 08/01/2017 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rad cellln Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face,oftruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildinhc�Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the *n COMPAW truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drNing or cover page,, 2400 Lake Orange Dr. listin this drawing indicates acceptance of pro esslona. en ineering responsibility sole) for the desi n shown. The suifabnl Suite 150 and use of this g�awing for any structure is the responslbilitygof the building Desigrier per'ANSI/TPI 1 Sgec.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.or Orlando FL,32837 Job Number. 342017A Ply: 1 SEAN:809377 !T99 JACK Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 4 FROM:RCT DrwNo: 213.17.1517.00913 Truss Label: CJ83 JB / DF 08/01/2017 2 10"9 9 3'11"11 1 10'.9 2'11"9 D T2 T12 T 6 r BD 5 N X4 y' i N p B E m in g� o 1 F A 1111.5X4(') f 3 ;2X4(A1) 12 2, 1 5181 3'6"3 A5 8 311"11 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce NA VERT(LL): 0.007 C 999 240 B 304 /58 /202 /- /92 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.021 F 999 180 E 68 /- /39 !- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 C - - D 75 /45 /42 /- !- /1.5 Des Ld: 37.00 EXP.C HORZ(TL): 0.017 C Wind reactions based on MWFRS Mean Height:15.00 ft B Min Br Width Re 1.5 NCBCLL: 10.00 Code I Misc Criteria Creep Factor:1.5 9 q TCDL:4.0 psf E Min B Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.152 q Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.138 D Min Brg Width Req= - Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.033 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2 72 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC Plating Notes (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins tlMiAlfyf, to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) -` •7 /'(�► TC 44 -1.90 1.30 OOV •••� • R••• �j�� TC 36 1.30 3.97 •�••` S�•••�•��// BC 120 0.15 0.69 �"► e BC 41 0.69 3.97 Apply purlins to any chords above or below fillers ;e cwta! at 24"OC unless shown otherwise above. ; 0. 64 • Wind Wind loads based on MWFRS with additional C&C ti e member design. �� :• ATE •: .A • Additional Notes ,�y-raD�••'FL�R`pP•����i Shim all supports to solid bearing. f'y •••••,�.•••• •('.� iyry,,ss/4�� ONAL `s #0 278 \` 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall hav brads installed per BCSI sections B3,B7 or 910 as applicaf5le. Apply plates to each face oftrussand position as shown above and on tt a Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mnwc Y truss In conformance with ANSI PI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTesslonar en ineering responsrbili solely for the design shown. The suiTabllity Suite 150 and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.tpinstorg SBCA: www.sbcindust .com;ICC w Jccsafe.or Orlando FL,32837 Job Number: 342017A Ply: 1 SEAN:809374 /T100 JACK Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 4 FROM:RCT DrwNo: 213.17.1517.39890 Truss Label: CJ84 JB / OF 08/01/2017 1; 92 10"9 9 1,11­11, 10 99 11"9 1 D T12 5X4 T2 T � C T 6 N B N T 1 4 E N F A III 1.5X4(") 2X4(A1) a 3 12 2 5"8 1,6„3 5"81 1'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 C 999 240 B 264 /78 /190 /- /56 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 C 999 180 E 21 /26 /36 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C - - D 11 /9 /14 /- !- /1.5 EXP:C HORZ L: 0.002 C Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:15.00 ft � ) B Min Br Width Re 1.5 NCBCLL: 10.00 TCDL:4.0 sf Code/Misc Criteria Creep Factor:1.5 9 q Soffit: 2.00 p Bldg Code: FBC 2014 RES I Max TC CSI: 0.266 E Min Brg Width Req= - BCDL:5.0 psf D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.114 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.022 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#272 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlinsMpr to laterally brace chords asfollows: Chord Spacing(in oc) Start(ft) End(ft) av7 !- TC 44 -1.90 1.30 O� ♦♦..• • •♦.� l� TC 9 1.30 1.97 • S �•�♦IY BC 120 0.15 0.69 ♦♦ BC 16 0.69 1.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. o. 648 _ . Wind •�* � f � ° g Wind loads based on MWFRS with additional C&C S ° ATE • 33$ member design. tib +� ♦•tom .A • • Additional Notes iG��O�•.'/CZ OR` .0*0g. Shim all supports to solid bearing. �$ '• .....■f. ••+ 'yy�i ss,0 #0 278 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI._Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilln Locations shown forpermanent lateral restraint of webs shall have bracin insTalled per BCS]sections B3,B7 or 910, as applicable. AppcTy plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the µm cow truss in conformance with ANSIlI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listingthis drawing indicates acceptance of pro esstona en ineenng responsibility solely for the design shown. The suitability Suite 150 and se of this drawing for any structure is fhe responsibility g of the Building Desigrier perANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: w .sbcindust .corn;ICC: w Jrcsafe.org Orlando FL,32837 Job Number: 342017A Ply: 1 SEAN:809417 /T1 JACK Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 4 FROM:RCT DrwNo: 213.17.1517.42840 Truss Label: CJ85 JB / DF 08/01/2017 1 "14 1'0"12 2 3'11"11 1'0"12 7913 I D 12 4 T2 T 5X4 T B C `o o v io 16. A N F E III 1.5X4 2X4(A1) 3'11"11 3'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.008 C 999 240 B 301 /82 /201 /- /61 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(fL): 0.022 F 999 180 E 67 /- /38 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 C - - D 71 /36 /34 /- /- /1.5 Des Ld: 37.00 EXP.C HORZ(TL): 0.012 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 It Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.0 psf E Min B Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.160 q= Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.137 D Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.026 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#2 32 2x4 SP#2: Bot chord 2x4 SP#2 Webs 20 SP#3 Lumber value set 136"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 43 -1.93 1.45 TC 32 1.45 3.97 BC 46 0.15 3.97 Apply purlins to any chords above or below fillers47�p at 24' OC unless shown otherwise above. Wind OJ ••�•■ • ••••• f� Wind loads based on MWFRS with additional C&C �••. ` SA•••'J/ member design. , V' cc • fe • f O. 648 •. • f ATE Af #0 278*151 s00 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 610, 14064, as applicable. Apply plates to each face,ofptruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin�apy failure to build the ANf COMPANY truss in conformance with ANSI P1 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wi g or cover page Ability 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essiona engineeringresponsibilit�yr solely for the design shown. The sui bility Suite 150 and use of this drawing for any structure is tPhe responsibility of the uilding DesigrSer per ANSI/TPI 1 Sbc.2. For more information see this bb's general notes page and these web sites: ALPINE: www.al pineitw.corn;TPI'. www.t i nst.org SBCA: www.sbdndust .com;ICC: iccsafe org Orlando FL,32837 Job Number: 342017A Ply: 1 SEAN:809420 /T15 JACK Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Qty: 4 FROM:RCT DrwNo: 213.17.1517.44697 Truss Label: CJ86 JB / DF 08/01/2017 1',1,"1 14 -��21,111 1'0"12 9"13 12 p 4 F::—_- -5XC4 T2 T B T I _M N rl Ll CA EX A- F E 1111.5X4 1 2X4(A 1) 1'11"11 2 1'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 C 999 240 B 262 /105 /187 /- /39 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 C 999 180 E 20 /23 /38 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C - - D 7 /9 /13 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.001 C Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 E Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.241 g q= TPI Std: 2007 Max BC CSI: 0.091 D Min Brg Width Req= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.017 Loc.from endwall:Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x6 SP#272 2x4 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 43 -1.93 1.45 TC 7 1.45 1.97 BC 22 0.15 1.97 Apply purlins to any chords above or below fillers oftillil at 24"OC unless shown otherwise above. r ��I Wind Wind loads based on MWFRS with additional C&C ���•�•r • ••r�• • member design. • 0. 648 •. r • ��,o�• ATE ,' #0 278 08/01/2017 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingq shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rad ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as appllcab�e. Appy plates to each face ortruss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingq omponents Group Inc.shall not be responsible for any deviation from this drawin�any failure to build the M, l N truss in conformance with ANSirf 1 1,or or handling,shipping,installation and bracing of_trussesA seal on this dr wi g or cover page.. 2400 Lake Orange Dr. "stingthis drawing indicates acceptance of pro essiona en Ineenn res onsrbilrt�sole) for the desi n shown. The s i'ablll Suite 150 and se of this drawing for any structure is the responsibilityofthe Building DesigrSer pePANSI/fPI 1 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE. wwwal ineitw.corn;TPI: wwwApinstorq SBCA. www.sbandust .com;ICC: www.iccsafe.org Orlando FL,32837 Job Number. 342017A Ply: 1 SECIM 809460 /T111 JACK Cust:R9353 JRef: 1W3093530007 550 TIMBER BRIDGE LANE DUVAL CTY Oty: 8 FROM:RCT DrwNo: 213.17.1517.49263 Truss Label: CJ87 JB / DF 08/01/2017 2 10"9 '9 2'5"11 9�r 1,5„9 D T12 T2 T 6 %54 T NO On B — � N 1O 1 97 1 O 1 E 4*a t„ A F 2X4(A1) 3; 12 1112X5(") H 2' �5"8f' 1111'11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.001 C 999 240 B 316 /90 /215 /- /67 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.003 C 999 180 E 17 /44 /50 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 C - - D 23 /17 /10 /- /- /1.5 Des Ld: 37.00 EXP.C HORZ(TL):-0.004 C Wind reactions based on MWFRS Mean Height:15.78 ft B Min B Width Re 1.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 r9 q= TCDL:4.0 psf E Min B Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.323 q= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.142 D Min Brg Width Req= - Spacing:24.0 C&C Dist a:3.00 ft P Re Factors Used:Yes Max Web CSI: 0.048 Bearing B is a rigid surface. " Loc.from endwall:Any FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:138(Effective 6/1/2013) Top chord 2x6 SP#2 72 2x4 SP#2: Bot chord 2x6 SP#2 Webs 2x4 SP#3 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Plating Notes ("")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chordsas follows: Chord Spacing(in oc) Start(ft) End(ft) �y TC 35 -1.90 0.74 TC 24 0.74 2.47 �V •••" • �•••• 'v BC 19 0.50 2.47 ••* ` SF••� Apply purlins to any chords above or below fillers V • at 24"OC unless shown otherwise above. •e • o. 648 Wind • Wind loads based on MWFRS with additional C&C * : • • member design. � ; • a Left cantilever is exposed to wind =a , ATE Additional Notes $����•••/Cj ^R,f�•'• T-•••�`/�iFr Shim all supports to solid bearing. •••L.,tiV�•,.sYc` #0 278 08/01/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceilin Locations shown forpermanent lateral restraint of webs shall hav bracin insalled per BCSI sections B3,B7 or 810, as applicaf3le. Appy plates to each face.oftrussand position as shown above and on tI a Joi I Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawino any failure to build the Mn .COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wi g or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essrona en rneerin responsibilittyy solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibiliq the Building DesigrSer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.t inst.or ;SBCA: www.sbcindust com.ICC: w Jccsafe.or Orlando FL,32837 Commentary: Def lection and Camber . Camber may be built into trusses to compensate L = Span of Truss (inches) for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of loads, Providing camber has the ------------------------------------------------------------------------- following advantages) Recommended Truss Deflection Limits ! Helps to ensure level ceilings and floors after dead loads are applied, Truss Type L/D Deflection Limits ! Facilitates drainage to avoid ponding on flat or Live Load Total Load low slope roofs. Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) _ Compensates for different deflection Floor of Room-In-Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag.' Roof Trusses ! Avoids 'dips' in roof ridgelines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adjacent clear span trusses. In accordance with ANSI/TPI 1 the Building Designer, Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) through the Construction Documents, shall provide the Scissors Trusses 24 0,75' (horizontal) 1,25' (horizontal) Location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof ------------------------------------------------------------------------- drainage system, The Building Designer shall also specify Truss Type Recommended Camber any dead load, live load, and in-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Load criteria for flat or low-slope roofs subject to ponding loads, Sloping Parallel 1,5 x Vertical Deflection from The amount of camber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras, Floor Trusses (0.25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control vibration, Flat Roof Trusse . 025 x Deflection from Live Load) + % Design Dead Load Deflection) The following tables are provided as guidelines for Limiting deflection and estimating camber, Conditions or Note; Th , ++(rye e considerably less than codes may exist that require exceeding these t � 1` � fw• recommendations, or past experience may warrant using �, cC • more stringent limitations, i • o. 64$ wsVARFm1Oz-READ AND FOLLOW ALL NATES(IN THIS BRAVIIN! r • w 11POtTANTo FUUM THIS BRAVING TD ALL CONTRACTORS DIC UBING TIE INSTALLERS. r r REF DEFLEC/CAMB Trusses-quire extreme carr In fabricating,handling,shippbp.Installing and bracing. Refer t n r r Wow the lat.st edition of SCSI(Building Canponant Safety Information,by TPI and SBW for s ty * ,A DATE 10/01/14 practice.prior to performing these functions. Installers shall provide temporary bracing per BBBBBB�IIff���Tjj(II((( : ATE Unless noted otherwise,top chord shall have property attached structural sheathing and bottom�Yror • DRWG DEFLCAMB1014 shall have.properly attached rigid ceiling. Locations shown for pervwnent lateral restraint of b shall have bracing Installed per BCSI sections B3,B7 ar B10,as appLI-liAr. Apply plates to e..h . 16 • i� of truss and posklon as shown above and on the Joint Drtols,unless noted otherwise. G • Refer to drnrinps 160A-Z for standard pia<e positions. o � Q Alpine,a division of ITV Building Conponents Group Inc.shall not be responsible for any deviation fir + ORVQ • JV'I RW ODMPIe1P1Y this drawing,any fall to build the truss In conformance with ANSI/TPI 1,or for handing,s4Jpdn0, �Rf**=A*-R�_ inst se tlan sbracingisa of trusses. rr� A sed an this drawing or cover page Ib't7ng this drawing Indicates ncoeptvrcr of prroFessland \\13723\River rt\Drive engWw e q nsponslbBlty sold Por the afz Owwn. The and use of this drawing / NAL 'u+ \\Suite\200 Pu for any s ochre Is fire rrsponstllly of Civ Buwdbg Design per A SI/TPI l Sect. •'A \\Maryland\Heights,\MO\63043For nore Infornatbn zoo this Jobs g—A rates page ord these web sltes w. ALPINE.• .4"t—omi TPI.www.tpinst.org,SOCA.•wsbclndustr argil ICG ww.Jc...fe.or STRONGBACK BRIDGING REC❑MMENDATI❑NS ►All scab-on blocks shall be a minimum 2x4 BRNGBACK DG NGBUTT ROTOGETHER "stress graded lumber," ►All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' 41 No-The purpose of strongback bridging is to -pe ATTACH SCAB WITH 10d Box/GUN develop load sharing between individual trusses, 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT resultingin an overall increase in the SCAB 6' O.C. NOTE. IN LIEU OF SPLICING AS SHOWN, stiffness Of the floor system. 2x6 LAP STRONGBACK BRIDGING MEMBERS strongback bridging, positioned as shown In FOR AT LEAST ONE TRUSS SPACING g g g, STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' —0' o.c, (max,) NOTE: Details 1 and 2 are the preferred attachment methods pow-The terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO O mistakenly used interchangeably, 'Bracing" is an WEB W/ (3) LOd COMMON 2 (0.148'x3') NAILS OR important structural requirement Of any floor (4) 10d BOX/GUN or roof system, Refer to the Truss Design O 28'x3.0') NAILS Drawing (TDD) for the bracing requirements for each individual truss component. 'Bridging,' 00 particularly 'strongback bridging" is a recommendation for a truss system to help oa control vibration, In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce c STRONGBACK BRIDGING 'bounce" or residual vibration resulting from SPACING REQUIREMENTS moving point loads, such as footsteps, Up to 10'None required 10'to 20'1 roe cat center of ) The performance of all floor systems are (2) 10d COMMON (0.148'x3.0') OR 'to 30'2 rows t1 at each U3 s) enhanced by the installation of strongback BOX/GUN (0,128'x3.0') NAILS AT 2x6 (MINIMUM) STRONG ACK 30'to 40 3 race U at each U4 halts) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END, Over 40' Space rows at 10'ac nts) bridging and therefore is strongly recommended SCAB-ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) by Alpine, R COMMON (/GUN x0,12 NAILS ® For additional information regarding strongback 0R (4)IOd BOX/GUN (0.128'x3.0') O NAILS. 3 bridging, refer to BCSI (Building Component Safety Information), .0 a �P►S F��� a y 10 ATTACH ST G1 � •y ��••+ �TO BOTT ORD TH (2) #10 - SCREp �► 64 STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES 0' � ..VARNDIa.w REAR AND FOLLOW ALL NOTES ON THIS DRAY • —I1PQtTANTa FURNISH THIS DRAVRIG TO ALL CONTRACTORS INCLUDING TIE INSTALLERST PSF REF STRONGBACK Trusses require extreme care In fabricating,hand / eve g. rw.Safety Information, mation,b and band S1 Refer to d • 10/01/14 frac.the latest pert of Bcth se fundWQ ion. In<Sters all provide a TPI and acro for JIC e T DL PSF DATE practices prior<o performing(hese functions. Installers shoal st—t temporary bracing per BCS ATE Unless noted otherwise,top ed shall have Locations attached.pumanen sheathing and bottom r PSF DRWG STRBRIBR1014 we shall have properly attached NRSI sectio 113,B7o shown far permanent lateral testto e h O shall have bracing Installed per BCSI sections H3,B7 or B10,os applicable. Apply plates to each fac i� of truss and post an as shown above and on the Joint Details,unless noted otherwise. d �p� Refer to drawings 16OA-Z for standard plot.positions. /��;��t ���� �� PSF Alpine,a division of ITV Building Components Group Inc.shall not be responsible far any deviation Fro +'**'•••t••••••�� LD. PSF AN RW�MPMlldlr this drawing,any failure to build the truss In conformance,with ANSI/TPI 1,or for handling,shipping, �I _,A• Inst.tt.V.n L bracing of trusses, A seal on this drawing or corer page listing this drawing,bxkntes acceptance of professional I41 Sf J�l \\13723'1Riverpod\Dnve engYreerlrng responseetty sd.ly far the design shown Th.Wtnhelty and lie.of thb drorYp �I O AL UR. FAC, 1,00 \\Suite\200 for airy structv'e b reaparnsMlty of Building Deslgner per ANSVTPI l SecA \\Maryland\Heights,\MO\63043 Far pore Infornndon a this Jab's penerat not.s page and these web sitesAw"Mu ALPINE.www.n InNte.comt TPIevw.t Instar t SBCM wrwsbdndIntr.ori[CC,r J csafe.or 08/0 1/2017 SPACING CLR Reinforcing Member Substitution T-Reinforcement This detall Is to be used when a Continuous Lateral Restraint (CLR) or T-Relnf. Is specified on a truss design but an alternative web L-Reinforcement[ or reinforcement method is desired. L-Relnf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is Notes: a minimum 807 of web member length. This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-relnforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re-run design with appropriate reinforcement type. T-Relnf. L-Reirf. Web Member Specified CLR Alternative Reinforecement SCQb Reinforcement[ Size Restraint T- or L- Relnf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member Is a 2x6 2 rows 2x6 2-2x4010 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2xB 2 rows 2x6 2-2x6OK) Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply (1) scab to each face of web. 11111 V • 648 • —VAR1N[NO—READ AND Ffl10V ALL NOTES O1 THIS DRAVINa l PSF REF CLR Subst. ..DPMTANT..Fl1RNISH THIS BRAVING TO ALL cONTRACTDRS INCLUDING THE INSTALLERS. • r Trusses require extreme care In fabrlcatlng,handling,shipping,Install) and bracln Refer n� • .7. follow the latest edition of BCSI (B.Itding Canponent Safety Inf.—tl—.by TPI and SBCA)for ety y rC D PSF DATE 10/01/14 practices prlor to perfornhg these functions. Installers shall provide temporary bracing per SI. it Unlews noted otherwise,top chord .hall have properly attached structural sheathing nrxJ battrher : ATE PSF DRWG BRCLBSUB1014 shot(haven properly attached r d celing. Locations shown for perranent lateral restraint of e • f1 i� iiF��� II shall have hrvchg In per B SI sections B3,B7 or BIO,as applicable. Apply plates to eaU I • - PSF of truss and position -2 for s above and on the ions Details,unless noted other.lse. • ♦ , ILI�ILLII� U \VVI Refer to drawings I60A-2 far standard plate positions. G ♦ r Alpine,a divlslon of ITV Building Corponents GroupInc.shat[rot be responsible for an devlatlon ♦ + AN rtwCOMPANY this drawing,w failure ng of to build the truss In conornance with ANSI/TPI 1,or for handMg,shipping, ��n�e tOR`+++�r� ��,� LD. PSF A l this dra ing or cover page llrtng this drawnig,nwlcates acceptance of professional ��II vt7 V \\13723\Riverpod\Drive tnplrweerYq resporrsbllty solely for the design shaven. The sultablilty and use of this drawing / DUR. FAC. Suite\200 for any structure I. the re.pnru6Uty of the Building Designer per ANSUTPI I Sect. �'y, ,,�ONAt� \\Ma land\Hei hts,\MO\63043 For more Informatbn see this Job's general notes page and these eeb slt— ry B ALPIrE.w apinelt—om,TPI ....tpinst.org)SDCA� w wsbcindustry.org)ICC-w,,Jccsaft.,rp � � ��fy� SPACING NAIL REINFORCEMENT FOR PLATE DETAIL This detail may be used when the required number of Nails shall be driven through solid steel at a distance no connector teeth In a truss member exceeds the actual closer that 1 Inch to the ,Joint line. Nails may also be driven number of teeth in the given member. Nails may be driven through the tooth slots, but shall be located at the end of through the connector plate(s) in truss members using the the slot farthest from the joint line, nall type specified below to Increase the lateral resistance of the connector plate(s) having a shortage of required Use a maximum of 2 nails per square inch of plate area. effective teeth. Nails shall be driven through connector plate having shortage Nail Type of required effective teeth. Nails may be driven through Duo-Fast CS157 1.5' x 0.105' Smooth Shank Coil Nail connector plate on each face of joint If each plate has a shortage of required effective teeth. Material Connector Plates Substitution SP, DF-L, HF, SPF Alpine 20-gage Wave 1 Nail replaces 2 teeth Nails shall be fully embedded into wood areas free of defects. (SG >= 0.42) Alpine 20-gage H 1 Nail replaces 2 teeth This detail is applicable only on joints where the connector Alpine 18-gage S 1 Nail replaces 2 teeth plate has been offset no more than 1/2' from the design Nail Type position shown on the truss design drawing, 0.131' x 1,5' Box or Gun Nall This detail is applicable for trusses with lumber oriented vertically (2x-) and trusses with lumber oriented horizontally Material Connector Plates Substitution (3x2 and 4x2). SP, DF-L, HF, SPF Alpine 20-gage Wave 1 Nall replaces 3 teeth (SG >= 0.42) Alpine 20-gage H 1 Nail replaces 3 teeth Alpine 18-gage S 1 Nail replaces 3 teeth L\re o�nt �a1rt L\re Joint Line (il1g111tj/ Typical Joint Configurations. This •��yylll s r. ••: t nfiguration. This Detail Is Applicable Only ❑n oirts• Whe e T ane r P to Has Been Offset No More Than 1.J From he 4 ig �s' &w T Truss Design Drawing. —VARNIN(ies READ AND FOLLOW ALL KM ON THIS DRAVIN31 � VT REF NAIL REINFORCEMENT PO2—I TANTse FLRNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. 7[ Trusses require extreme c In fabricating,handling. shipping,Installing and bracing. Refer t!o* j follow the latest edition of BCSI(Building Component Safety Infornotlon,by TPI and SBCA)for ,l-ety • + DATE 10/01/14 practices prior to performing thew functions. Installers shall provide temporary bracing per H ;t, tD Untess noted otherwise,top chard shall have properly attached structurat sheathing and bettor her ; ATE Q DRWG REPPLTNL1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of t An� � shall have and pping Installed s per BCSI sections the J or BIO, is applicable. Apply plates to each� p + 1` 2-41 % (] of truss and ositlon as shown above nntl on the Joint Details,unless noted otherwise. • 'rF Refer to drawings I6OA-2 for standard plate positions. I 10 Alpine,o division of ITW Bulding Components Group Inc.shall not be responsible For any devlatlon +���OR� •��` ` AN fTW COMPANY this dna wiry,any faRure io build the truss In conformance with ANSI/TPI 1,or for handling, shipping, /�' ~•• •• test J.t to 6 b—cling of trusws. ` ••fl.••• A l on this drawing r cover page Listing this drawing,I dicates acceptwce of profe k-1. / \\13723\Riverpon\Drive engineering responsibility solely for the design sham The s AtabNty and use of this drawing // \\Suite \200 for any structure Is the responsibility of the bldeig Designer per ANST/TPI I Sect. %V,4kS,0NAk J \\Maryland\Heights,\MCI\63043 For n rr Infornotbn a this Job's general notes page and thew web sites. 'eII(/� ,u�,y�1P ALPINES w wslptneitw.Comi TPI see SBCA-w w.sbcIrdustr.r i ICG wwwJccsafe.org � to • LUMBER UNLIMITED RICHARD TINGLEY 8/3/2017 12:13 PM 2175 W1 8TH ST JACKSONVILLE FL 32209 904-356-5440 Doma Sizer TM©2011-2017 BlueLinx Corporation Version: 17.0.9.0 Project: 342017-550 TIMBER BRIDGE LANE MemberID: BM-1-Floor Beam Usage: BEAM Max Deflection: LL=L/360 TL=L/240 3 1/2" 3 1/2" 1000psi I 1000psi I 7'8 112"(7' 5"Clear) LOADS Project Design Loads Floor:Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info 1 Span Carried(psf) 50.0 40.0 100% 0 0' 7'8 112" 9'S.C. +Wall(plf) 138.0 0 0' 7'8 1/2" 2 Span Carried(psf) 37.0 20.0 125% 0 0' 7'8 112" 16's.c.(Slope:0.0/12) Uniform(plf) 22.16 0 0' 7'8 112" Self Weight If"Applied To"is blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS (Ibs) 1 2 Max Reaction 2625 2625 Max 100% 694 694 Max 125% 617 617 Min Reaction 1315 1315 Min 100% 694 694 Min 125% 617 617 DL Reaction 1315 1315 Min Bearing 1.50" 1.50" [Based on bearing stress below] Brg Stress(psi) 750* 750* [*Based on member brg stress] DESIGN Actual Span Location Group Allow LDF Ratio V(Ibs) 890 1 7'6 3/4" 21 15960 100% 0.06 M(ft-lbs) 3871 1 3'10 114" 21 75564 100% 0.05 LtRn(lbs) 2298 0 0' 71 9188 0.25 See Note 5 RtRn(lbs) 2298 0 T8 112" 71 9188 0.25 See Note 5 LLDefl(") 0.00 1 3'101/4" 71 0.26 L136824 TLDefl(") 0.01 1 3'10114" 71 0.39 L115751 USE: onCENTER LVL 2.0E 1 314" x 24" 2 Plies onCENTERO LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.162"x 3 1/2"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore.when reaction values are required,use Max Reaction from'Supports'section above. 6.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 1.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.6D+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 11.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). M 1.1� I I� �T------ r—r o. _w.�—���t_ � �I�� ���� ■ . _._... .... ,..:�. .-- "■V \.-+�/ ,J r^f ,l'1 ± ti.,l ► ....F �. mil �..J••�,.,+'R'! ! Ty EIEC R AL + 1 Y ■ GW E _.-_---- ! J1N C (l IC.AE4! i TY CAC "E'er !-1z t1f 931ii 1!i Ei" rdS �.✓ t1r1 . .._.A_ . 1IE .. ,. TAN MER l4O.JPCs4"�IF,0S INC,C , SILT SRL 8 UCT FENCETYPICAL TOILET 2Rj CONSTRION ««�...�_. .___.. .__. ------- LOT ` AREA: 104843.F // BUILDING S.F.: &128 S.F. ` •11 j t .. i p 1 �. t i L------------------- ,---a J � I ! CONTRACTOR LAY DRIVEWAY: 444$-F. >t C Y ,,...»..._ _.._.« t 4 ! .... ._......m l COURTYARD TERRACE: 4805.8 /1 ____....._._«_- �. —..__«.. ., . ! ! FRONT WALKWAY; 94 S.F. t 1 .}--------- SERVICE YARO(GRAVEL): 68.F. f si i S r�___« I t vi ip i f i f i Y � BREEZEWAY: 60$,F. t i t i i t t I e i BREEZEWAY:PAVERS 9S0S.F. (t ..«-.. I i f { i 1 7 �'TAL IMPERVIOUS:. li.3S6 S.F. I p %OFCOVEf2AGEa bf% t� NOTE:SLS SLOPE COURTYARD TO BREEZEWAY OPENING FOR DRAINAGE. `t PROVIDE CATCH BASINS FOR ADDITIONAL DRAINAGE - j i t TOSTREET. (Irr+t i i t rte._.._.. � r --------- PROVIDE __— „—„_ pGUTTERS DOWNSPOUTS TO PIPES / FOR DRAINAGE TO STREET. El S r v e 1 \\ f If+ � r r r N¢4✓TWORYHMiE f}f f! /f f r f Ili •� C /f } f/ fF f /f A f r Nm DATE. REVISIONS: f�„�M\'f1� +` M„„ •� {f frff/ / rytC' 1" , ■ r \ g•.� + $ N�Vir' F�IC:�MF� COMMUNITY DEVELOP ENT . `, 14 -1� APPROVE �� .� / ■ ■ Ili,AN l ',►�` mlr tra.k.4 4 arc M�kum+nt er ewMu we tns pre¢eeky of KtNh E.NWlicon. 0 ellal4 r 4�i' +pb/CIr4�kY�IMt�m �br etdoM R 4 P+' i��� !�} 'St ��fl'tbNw1W1 r4 aprMFy emitW Ra I 9GwE: itis.inn' frac �t�•.,,v� r—b--CONSTRUCTION > ,�sei 5 r f DUVPSTER 1 n••. ,7^' -^Nt 14'9"12 5'2"4 13' `� 4'2" 4' 4'2" - 16' JOB:342017A SIGNATURE �— —�— — --� LOC:550 TIMBER BRIDGE LANE PLAN:TOUSEY RESID DESIGNER:RICHARD TINGLEY z PITCH:VARIES o f— OVERHANG:24" CJ82 CJ82 s'—� FLOOR SYTEM:24"SYS42 WIND CODE:130 MPH EXPOSURE B CLOSED CJ81t143 CJ81 w � �51k II�-� ALL TRUSS PLATES ARE ALPINE PLATES 06 4'a"e 116" ALPINE WAVE PLATE APPROVAL#1999.3 ��++vV 2 m s�1y m 1s ALPINE HS PLATE APPROVAL#1999.2 L� 'y, 'U U U U EJ68 CJ82 U U _ �5 ( � o EJ7o ss ENGINEER OF RECORD �j/ N LUIS PONTIGO cJ64 �rT cJ82 496 OSCEOLAAVE N U- cdea JACKSONVILLE,FL,32250 CJ83 "' UO u> m n m CJ81 904-242-0908 W xo c M w CJ83 0 = Q v LICENSE NUMBER:53311 ^ 00 -- D22 O O (D O V s' ENGINEER OF RECORD TO REVIEW n- EJ59 Y Y EJ60 ALL BEAM AND TRUSS ENGINEERING AND SIZE FOOTERS,HEADERS,COLUMNS AND V� yy K47 N ry m a CAPS WHERE NECESSARY.TRUSS FABRICATOR oleo (� D21 C9 (7 W ,1W W W W EJ57 WILL NOT BE RESPONSIBLE FOR z4"OC za"oc REPAIRS RESULTING FROM ATRUSS OR GBs Deo , BEAM BEING INADEQUATELY SUPPORTED. DROPPED B M H/ —1 11 E 19 yq C18 HANGERS ON JOB ARE AS FOLLOWS c ° a UNLESS NOTED OTHERWISE Q Hq7 1, 23'9"1! Q yqo APPLICATION PART# APPROVAL# �O s- / y3s ti h / ry Ay 1-PLY TRUSS HTU26 FL10655.8 F�6 FLOOR TRUSS THA426 FL10447.6 O / C17 ryP / / O�Bs F2 / ALL BEAMS ARE onCENTER LVL 2.0E BY BLUELINX APPROVAL#FL15354 N�j6 / 2q oc BM-1 2-1.75"X 24"LVL 9' C16 IF 24"OC 2' 10-1-2 WALL HEIGHT CJ8o 6" ° C15 15-1-2 WALL HEIGHT Po CJ7910 w B14 Z 813 sE E -1 o B12 Q m BM-1 w 24"OC lL 2 7S c 5T neavE eorioa+c�wao� X11 p °o' � o�' 72' noa rocnrrory ns �>> V c3 'r B11 weeoeo coA sraRs 4b 2 g o f.ti m Cn f" .» 02 � E� w uj 24"OC B10 7a 776`. CJ87 W v CJS 69 U) u i 055 N EJ63 Y J6 CJ79 J44 �O o-R O a o m o> q,\ CJ80 ;$ n CJ80 U h= o J� p 055 'w 'w J45 w' 2 2 a 0 3 CJ87 w 776* vo w n v ✓ O`c L `/ 2 . OFFICE COPY � ozf cti om0 o �11 O^ U ✓�1 ci 'U `2"'1 w ✓)e Z o n o j n w �t 107 o dENSs� a 3• ZZ Z 4 U) JOB:342017B SIGNATURE LOC:550 TIMBER BRIDGE LANE V, PLAN:TOUSEY RESID �x DESIGNER:RICHARD TINGLEY KJ PITCH:VARIES o ------ OVERHANG:24" N FLOOR SYTEM:24"SYS42 LL o WIND CODE:130 MPH EXPOSURE B CLOSED V N N� CONV FRAME COPULA ALL TRUSS PLATES ARE ALPINE PLATES W ca N M ALPINE WAVE PLATE APPROVAL#1999.3 / n ALPINE HS PLATE APPROVAL#1999.2 ENGINEER OF RECORD LUIS PONTIGO 496 OSCEOLA AVE JACKSONVILLE,FL,32250 ory 904-242-0908 LICENSE NUMBER:53311 '- - ---"'Q'— ENGINEER OF RECORD TO REVIEW C✓vp� ALL BEAM AND TRUSS ENGINEERING AND SIZE FOOTERS,HEADERS,COLUMNS AND o CAPS WHERE NECESSARY.TRUSS FABRICATOR WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROM ATRUSS OR BEAM BEING INADEQUATELY SUPPORTED. ay w� Nj9a \7 HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE qy ac p� APPLICATION PART# APPROVAL# _ 1-PLYTRUSS HTU26 FL10655.8 " SKEWED TRUSS SUL/R26 FL10655.35 00 pa9 cJ'p2 22-3-0 WALL HEIGHT 29-3-12 WALL HEIGHT w z w H Jga E Lu 8 �x U o a $ o 0 -g Ws `$ o= � o = � Q c c t CONV FRAME m_ C} HJ�OP COPULA U A �✓ o Oa�,a� N �� � Op�pS , U m o ', ' y m o -_ `0 3 C✓7pa 6 ✓�p6 o o do«'' �J9j C✓'� I O�'8�w 2� "' a f.E N s- & 72E a�cam= o`O I Wo mw I /q, Cv yam, 0 0 LUMBER UNLIMITED RI('HARD TINGLEY 8/3/2017 12:13 PM 2175 W1 8TH ST JACKSONVILLE FL 32209 9()4-356-5440 Version:17.0.9.0 Doma SizerTM 0 2011-2017 BlueLinx Corporation Project: 342017-550 TIMBER BRIDGE LANE MemberlD: BM-1-Floor Beam Usage: BEAM Max Deflection: LL=U360 TL=U240 3 1/2" 3 1/2" 1000ps1 1000psi I 781/2"(7'5"Clear) I LOADS Project Design Loads:Floor:Live-40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(T) Live Ld(L) Location* # Shape To. Start End Start End LDF San# Starts Ends _Additional Info p @ @ @ � p 1 Span Carried(psf) 50.0 40.0 100% 0 0' 7 8112 9's,c. +Wall(plf) 138.0 p 0' T8 1/2" 2 Span Carried(psfl 37.0 20.0 125% 0 0' T8 1/2" 16's.c.(Slope:0.0/12) Uniform(plf) 22.16 0 0' T8 1/2" Self Weight If"Applied To"is blank,all plies are assumed to be loaded equally. *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max Reaction 2625 2625 Max 100% 694 694 Max 125% 617 617 Min Reaction 1315 1315 Min 100% 694 694 Min 1250/a 617 617 DL Reaction 1315 1315 Min Bearing 1.50" 1.50" [Based on bearing stress below] Brg Stress(psi) 750* 750* [*Based on member brg stress] DESIGN Actual Span Location Group Allow LDF Ratio V(Ibs) 890 1 7'6 3/4" 21 15960 100% 0.06 M(ft-lbs) 3871 1 3'101/4" 21 75564 100% 0.05 LtRn(lbs) 2298 0 0' 71 9188 0.25 See Note 5 RtRn(lbs) 2298 0 T8 1/2" 71 9188 0.25 See Note 5 LLDefI(") 0.00 1 3'101/4" 71 0.26 U36824 TLDefl(") 0.01 1 3'101/4" 71 0.39 U15751 USE: onCENTER LVL 2.0E 13/4"x 24" 2 Plies onCENTERO LVL by BlueLinx Grade,Depth,Plies selected by user Connect pliestogether ether with 3 rows of 0.162"x 31/2"nails @ 12"o.c.(one row 2"from top,one row mid-depth,one row 2"from bottom). g NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Reaction from'Supports'section above. 6.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 10.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+1150/6),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.61)+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 11.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). (RESIDENTIAL) FOUNDATIONS: CONCRETE REINFORCING TIMBER FRAMED BEARING WALL NOTES: ___________ 2014 FLORIDA BUILDING CODE (RES ) F. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO REINFORCING STEEL AND ACCESSORIES SHALL BE DETAILED IN ACCORDANCE WITH ACI 315-99 (MANUAL DESIGN CODE. ---_ SOIL BEARING (DESIGN MAXIMUM): 2000 PS Ir� OCCUR IN A DISTURBED OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES) AND CRSI MSP2-01 1 . DOUBLE TOP PLATES AND SILL PLATES SHALL BE SYP#2. � DESIGN LOADS. _-_ ___________ ACTUAL AND UNIFORM VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN 2. PLATES IN CONTACT WITH CONCRETE OR CMU SHALL BE P.T. = (cd-1 .25) OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. (MANUAL OF STANDARD PRACTICE). (IBC 2009: CRSI MANUAL OF STANDARD PRACTICE, 28TH EDITION) 3. STUD SIZE & GRADE PER STRUCTURAL PLANS. t� ROOF LOADING: _ 4. MIN. OF SPF UTILITY GRADE FOR INTERIOR NON-BRC. TOP PLATES. p FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 (UNLESS NOTED OTHERWISE). 5. USE SPF#2 OR BETTER FOR ALL WALLS IN THESE PLANS, U.O.N. TOP CHORD LIVE LOAD ---------------------- 20 psf TOP CHORD DEAD LOAD --------------------- 20 psf (TILE) ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCH IT _CTURAL PLANS. DO NOT SCALE FOOTING 6. SPACE STUDS AT 24" O.C. IN NON-LOAD BEARING WALLS. Lou Pontigo an ONS AND LOCATIONS FROM THE FOUNDATION P _AN. IF FOOTING SIZE OR LOCATION IS NOT UNLESS NOTED OTHERWISE, CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: Associates, Inc. AD -------------------- 10 psf DIMENSIONS 7. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR BOTTOM CHORD LIVE LO _---- 5 psf DETERMINED ON PLAN THEN CONTACT THE STRUCTURA_ ENGINEER. 1. CONCRETE CAST AGAINST EARTH ------------- CHORD DEAD LOAD ----- -___ 3 FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. 420 Osceola Avenue BOTTOM 2. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER - 2" Jax. Beach, Florida 32250 FLOOR LOADING: (cd=1 .00) UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CO�CRETE COVER FOR REINFORCING SHALL BE 3" IN 3. WALLS ---------------------------------- 3/4 Pn.2 A# 83 s Fax. A#35 9 FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE USING SUPPORT BARS AND CHAIRS. IN ___________________________ '° FL:cA# g344sc:cA#3s� LIVE LOAD (INTERIOR) ----------------------- 40 psf 4. COLUMNS/BEAMS 1 1 /2 _________________ 40 psf ALL CONTINUOUS FOOTINGS PROVIDE #4 @ 48" O.C. 0 Z ROD CHAIRS. PROVIDE CONTINUITY OF WOOD FRAMING SPECIFICATIONS: LIVE LOAD (BALCONIES) ----- _ 5 psf EACH PIECE OF STRUCTURAL LUMBER, SHEATHING AND TIMBER SHALL BE MARKED WITH THE DEAD LOAD ------------------------- 2 P REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE REINFORCING BAR SIZES AND PLACEMENT. GRADE BY SUCH COMPETENT AND RELIABLE ORGANIZATION WHOSE REGULAR BUSINESS IS TO MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT ADEQUATE SECTIONS, ELEVATIONS AND DETAILS IS ESTABLISH LUMBER GRADES. SHALL BE 48 BAR DIAMETERS NOT ACCEPTABLE. PROJI-G 1 �C �o �a�NS, *� ', DEFLECTION CRITERIA: E PLACED IN AC ;ORDANCE WITH INSTRUCTIONS OF THEALL LUMBER, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE, SHALL BE MILL SIZED AND `,�`�`I!Q�;.�NS,�`,,••� WHERE FILL IS REQUIRED, IT SHALL B ALL WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A-706, GRADE 60, AND BE USED ONLY SURFACED ON (4) SIDES. ALL SHALL BE STRAIGHT STOCK, FREE FROM WARP OR CUP, AND ROOF FRAMING: LIVE LOAD L/360 TOTAL LOAD L/240 GEOTECHNICAL ENGINEER TO MAINTAIN DESIGN BEARIN PRESSURE. WITH PRIOR PERMISSION FROM THE STRUCTURAL ENGINEER. SINGLE LENGTH PIECES. SPLICES WILL NOT BE PERMITTED EXCEPT WHERE SPECIFICALLY SO = vQ •b FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 & 0.75 MAX DETAILED OR AS DIRECTED BY THE ENGINEER. _ r UNLESS SPECIFICALLY NOTED AS "CANTILEVERED" ON ID LAN OR DETAILS, WALLS RETAINING EARTH MUST ALL TENSION SPLICES, INCLUDING SPLICES FROM BARS LABELED CONTINUOUS, SHALL CONFORM TO ACI o DING: ASCE 7 10 ADES AND OR ELEVATED _ UNLESS NOTED OTHERWISE. WIND LOA ( / ) BE SHORED CONTINUALLY PRIOR TO COMPLETION OF STRUCTURAL SLABS ON GR / 318 05. SPLICES SHALL BE CLASS B IN ACCORDANCE WITH ACI 318, ROUGH HARDWARE, JOIST HANGERS STRAPS HOLDOWNS ETC. SHALL BE MANUFACTURED BASIC WIND SPEED _------------------------- 130 MPH TRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE DESIGN, REINFORCEMENT SHALL BE SPLICED ONLY AT LOCATIONS SHOWN OR NOTED IN THE STRUCTURAL - AJ` `'�'� "N SLABS HAVE BEEN PLACED. THE CON SHORING. BY "SIMPONS" COMPANY OR APPROVED EQUAL. THE MAXIMUM SIZE AND NUMBER OF 4--, ,p A fi� ,' . : °° _----------------------- 1 .00 AND STABILITY OF TEMPORARY ERECTION BRACING AND DOCUMENTS, EXCEPT REINFORCEMENT MARKED "CONTINUOUS" CAN BE SPLICED AT LOCATIONS �''- ' • " �'` IMPORTANCE FACTOR ADEQUACY, SAFETY, _ . DETERMINED BY CONTRACTOR. SPLICES AT OTHER LOCATIONS SHALL BE APPROVED IN WRITING BY THE FASTENEF?S SPECIFIED BY THE MANUFACTURER SHALL BE USED UNLESS NOTED OTHERWISE. MEAN ROOF HEIGHT ------------------------- 28.0 FT A ROOF PITCH _----------------------------- PER ARCH BACKFILL AGAINST WALLS SHALL BE DEPOSITED EVENLY IN 8" TO 12" LIFTS AGAINST BOTH SIDES OF STRUCTURAL ENGINEER. (FBC 2010: ACI 318-08) BLOCKING AND FIRESTOPPING TO BE INSTALLED AS REQUIRED TO SUPPORT ALL ITEMS OF Luis L Pontigo, PE ----------------------- II WALL UNTIL THE LOWER FINAL GRADE IS REACHED. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OR FINISH SUCH AS BULKHEADS AND BUCKS. PROVIDE FIREBLOCKING TO CUT OFF ALL F L P E# 5331 i BUILDING CATEGORY -- SHORING FOR ALL WORK DURING THE CONSTRUCTION PERIOD. BACKFILL SHALL NOT BE PLACED AGAINST WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A-185 AND BE LAPPED TWO FULL PANELS, 5� OF SPECIFIED DESIGN STRENGTH. TIED ON EACH SIDE AND SHALL BE SUPPLIED IN FLAT SHEETS. . CONCEAL'�D DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL, BETWEEN CEILING AND EXPOSURE CATEGORY --_--------------------- B WALLS UNTIL THE WALLS HAVE ACHIEVED 7 FLOOR A!,EAS, (AS REQUIRED BY BUILDING OFFICAL AND ARCHITECT). REVISIONS DATE ENCLOSURE CLASSIFICATION -------------------- ENCLOSED --------------- t 18 FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINES UNLESS NOTED OTHERWISE. LONGITUDINAL REINFORCING BARS IN FOOTINGS SHALL BE PLACED CONTINUOUS AT CORNERS AND BOLTS (I'-- APPLICABLE) SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1 /16" LARGER - INTERNAL PRESSURE COEFFICIENT _ INTERSECTIONS. ELEVATIONS PROVIDED ON DRAWING ARE FOR PURPOSES OF CONTRACT & SHALL BE THAN THI- DIAMETER OF THE BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE C UT GARAGE jOR TOP OF FOOTING E STEEL WASHERS UNDER HEADS AND NUTS. NUTS SHALL BE PULLED TIGHT AND AGAIN COMPONENTS & CLADDINGADJUSTED, AS REQUIRED, AT TIME OF EXCAVATION T BEAR ON PROPERLY PREPARED SUPPORT FOR EVERY VERTICAL OR HORIZONTAL BAR DISCONTINUED BY AN OPENING ONE BAR (MIN. OF 2 BARS) EORT RECOMMENDATIONS OR FIELD DIRECTIVES OF GEOTECHNICAL SHALL BE ADDED @SIDE OF OPENING (HALF TO EACH SIDE - TYPICAL). CHECKE.7 �,ND TIGHTENED JUST PRIOR TO ENCLOSING BOLTED MEMBERS. COUNTER BORE FOR ALLOWABLE DESIGN PRESSURES PRESSOR SUBGRADE (PER GEOTECHNICAL REP G ELEVATIONS TO AVOID INFLUENCE BETWEEN FOUNDATIONS & BOLTED iE, DS OR NUTS ONLY WHERE SO INDICATED ON THE DRAWINGS AND THEN TO INTERIOR EDGE STRIP (PSF): 1 CAR ENGINEER ON SITE) OR TO ADJUST FOOTING SUFFICIENT DEPTH TO HOUSE THE BOLT HEAD OR NUT AND WASHER. CUT OFF EXCESSIVE TRIBUTARY GARAGE BURIED PLUMBING. SEE TYPICAL FOOTING TRENCH IN LUENCE DETAIL FOR SIMILAR REQUIREMENTS FOR PROVIDE CORNER BARS AT ALL CONTINUOUS REINFORCING BARS AT ALL MEMBERS (FOUNDATIONS ' BOLT PF'OJECTiON WHERE NECESSARY. NICK THREADS TO PREVENT LOOSENING. AREA (sf) ZONE (PSF) a = 4'-6 DOOR INFLUENCE BETWEEN FOUNDATIONS & BURIED PLUMBING. DO NOT EMBED PIPING WITHIN OR PASS PIPING WALLS, SLABS, BEAMS AND OTHER MEMBERS). FIELD ALTERA TACT 10 +18.2 19.8 +18.2 2 4.4 (8 x7 ) VERTICALLY OR HORIZONTALLY THROUGH ISOLATED F OTINGS. COMMOf,: NAILS SHOULD BE USED WHEN NAILING IS SPECIFIED ON THESE PLANS (U.O.N.), CONTRACTORSHALL OCIATE PRIOR TO 2 CAR PROVIDE DOWELS FROM FOUNDATIONS, THE SAME SIZE AND NUMBER AS THE VERTICAL WALL OR COLUMN PONTIGO ANY GEOTECHNICAL ENGINEER FINDS AN UNSTABLE CONDITION IS BEING CREATED, EITHER BY REINFORCING, UNLESS NOTED OTHERWISE. SUCH AS AT SHEARWALLS AND DIAPHRAGMS. ALL OTHER NAILING MAY BE OF THE BOX MAKING ANY STRUCTURAL FIELD +16.3 -20.6 GARAGE +15.5 WHERE THE GEOTE MODIFICATIONS WHICH MAY VARY 50 +16.3 17.9 OR SIN ,-�R' TYPE. FROM THE INTENT OF THE ORIGINAL DOOR CUTTING OR FILLING, THE WORK SHALL NOT PROCEED IN THAT AREA UNTIL AN INVESTIGATION HAS BEEN ELDALTERNATIONS LTERN TIONSMMENTR R -17.0 MADE AND THE GRADING PLAN REVISED. ALL DOWELS AND TERMINATING BARS SHALL HAVE A STANDARD 90 DEGREE HOOK. FIELDASOCIATTIONSMESU TIORTO - 7.0 +15.5 -19.0 (16x7 ) ALL ROUGH CARPENTRY WILL PRODUCE JOINTS TRUE AND TIGHT AND WELL NAILED WITH BEING APPROVED BY LOU PONTIGOfi 10 0 +15.5 1 ASSOCIATES MAY RESULT IN MEMBERS ,ASSEMBLED IN ACCORDANCE WITH THE DRAWINGS AND ALL PERTINENT BUILDING ADDmONALENGINEERING OR FILL TO BE COMPACTED TO 95% OF MAXIMUM DENSITYAS DETERMINED BY ASTM D-1557. PLACE FILL IN ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH CONTROL AND/OR CONSTRUCTIONINSPECTION FEES. MAXIMUM & UNDER THE DIRECT SUPERVISION OF THE GEOTECHNICAL ENGINI=ER. CODES. '�HE SHIMMING OF SILLS, JOISTS SHORT STUDS, TRIMMERS, HEADERS OR OTHER LAYERS OF 8" THICKJOINTS AND AROUND CORNERS. FRAMIN( ` !EMBERS SHALL NOT BE PERMITTED. ALL WALLS AND PARTITIONS SHALL BE • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND FILL TO BE TESTED TO VERIFY COMPACTION AS REQUIRED BY THE GEOTECHNICAL ENGINEER. STRAIGHT, PLUMB AND ACCURATELY LOCATED, CAREFULLY SELECT ALL STRUCTURAL NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. NOR • LINEAR INTERPOLATION IS PERMISSIBLE. TESTS FOR DEGREE OF COMPACTION SHALL BE DETE MINED BY THE ASTM D-1556 OR ASTM D-2922 CONCRETE MASONRY: - MEMBERS. INDIVIDUAL PIECES SHALL BE SELECTED SO THAT KNOTS AND OBVIOUS MI • PLUS = PRESSURE AND MINUS = SUCTION. TEST METHODS. OBSERVATION AND FIELD TESTS SHALL BE CARRIED ON DURING FILL AND BACKFILL ALL MASONRY DESIGN AND CONSTRUCTION SHALL CONFORM TO ACI 530-05/ASCE 5-05/TMS 402 05 DEFECTS WILL NOT INTERFERE WITH THE PLACING OF BOLTS, OR PROPER NAILING OR THE > DESIGNED FOR EDGE STRIP GEOTECHNICAL ENGINEER TO ASSIST THE CONTRACTOR IN OBTAINING THE REQUIRED MAKING OF SOUND CONNECTIONS. LUMBER MAY BE REJECTED BY THE ENGINEER FOR • THE DISTANCE a FROM OUTSIDE CORNERS OF BUILDING SHALL BE PLACEMENT BY THE AND ACI 530.1-05/ASCE 6-05/TMS 602-05. CMU SHALL BE IN ACCORDANCE WITH ASTM C90 75, WARP, TWIST BOW OR CROOK MILDEW FUNGUS OR MOLD AS WELL AS FOR DEGREE OF COMPACTION. IF LESS THAN 95 (U.O.N. IN SOILS REPORT) PERCENT IS INDICATED, HOLLOW LOAD-BEARING (CMU), TYPE 1 , GRADE N-1 , NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE EXCESS v ._ , PRESSURES. iMPRCP'� GRADE MARKINGS, DEFECTS WHICH WILL RENDER APIECE UNABLE TO SERVE • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE ADDITIONAL COMPACTION EFFORT SHALL BE MADE WI H ADJUSTMENT OF THE MOISTURE CONTENT AS STRENGTH OF 1900 PSI (f'm=1500 PSI). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN !i E POSITIVE AND NEGATIVE REQUIRED COMPACTION IS OBTAINED. _ ITS IN' N ��� :: _D FUNCTION SHALL BE DISCARDED. WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED REQ 5' 0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY PRESSURES. WHEN THE WALL HEIGHT EXCEEDS 5'-0". WHERE "LVL" MEMBERS ARE INDICATED ON THE PLANS AND SCHEDULES THEY SHALL BE CAST-IN-PLACE CONCRETE: MANUFr"CTURED BY TRUSS-JOIST MACMILLAN OR BE AN APPROVED EQUAL PRODUCT. TO BE MIXED AND PLACED IN ACCORDANCE WITH AC 301 , ACI 506 & 506.2. ALL REINFORCED CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT AND CONFORM TO ASTM C-90. LAY IN RUNNING MEMBERS SHOWN ON THE PLANS AND SCHEDULES ARE DETERMINED FROM MANUFACTURER GENERAL NOTES: CONCRETE TO HAVE 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: SUPPLIED INFORMATION AND SHOULD BE REV EWED FOR COMPLIANCE BY THE THESE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICA-ATE THE BOND UNLESS NOTED OTHERWISE. F'M SHALL BE 1500 PSI (MIN. CMU COMPRESSIVE STRENGTH = 19D0 METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT OTHERWISE. PSI). COMPLETE TEST REPORTS THAT DOCUMENT MINIMUM COMPRESSIVE STRENGTH SHALL BE SUBMITTED MANUFACTURER'S CIVIL OR STRUCTURAL ENG NEER. LOADING INFORMATION MAY B DURING CONSTRUCTION. SUCH MEASURES SHALL ALL STRUCTURAL ELEMENTS f c = 3000 PSI .UNLESS NOTED TO THE BUILDING INSPECTOR, PRO�.�!DED UPON REQUEST. NOTCHES, HOLES OR CUTS SHOWN IN THE TYPICAL DETAILS A THE STRUCTURE, WORKERS AND OTHER PERSONS D ODS BRACING, SHORING, FORMS, SCAFFOLDING, TH TEN DESCRIPTION INDICATING WHERE ALLOWED WITHOUT ADDITIONAL APPROVAL; ALL OTHER MEMBER MODIFICATIONS ARE TO B INCLUDE, BUT ARE NOT LIMITED TO, MEANS AND ME BY THE STRUCTURAL ENGINEER. GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN ALL CONCRETE MIX DESIGN SUBMITTALS SHALL INCLUDE A WRIT GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE APPROVED ZE PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE. STRUCTURE. STRENGTH OF 3000 psi PER ASTM C1019. GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SI OF THE ABOVE ITEMS. USED WITH 3 4" MAX. OF 3/a PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE 0 STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTIONUNLESS NOTED OTHERWISE, NORMAL WEIGHT CONCRETE (145 PCF) SHALL BE / TYPE N MORTAR MAY BE USED IN BRICK VENEER. SOIL Si-iAi_L BE PRESSURE-TREATED. PT LUMBER INDICATED IN SECTIONS PRESERVED WITH - SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR (ELEVATED) OR 1" MAX. (SLAB-ON-GRADE) COARSE AGGREGATE CONFORMING TO ASTM C 33. SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR TYPICAL DETAILS AND NOTES ON THI_SE SIMILAR TO BE NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIM, - VE COLD AND HOT JOINT REINFORCING - TRUSS TYPE, 9 GAUGE SPACED VERTICALLY AT 16" UNLESS NOTED OTHERWISE NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL - ONS. ALL WORK, MATERIALS AND CONSTRUCTION SHALL COMPLY PROTECT FRESHLY POURED CONCRETE FROM PREMA URE DRYING AND EXCESSIVE AND CONFORM TO ASTM A-82. HOT F "=PED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENER DETAILS SHOWN FOR SIMILAR CONDI II APPLICABLE BUILDING CODES, REGULATIONS AND SAFETY REQMT'S. TEMPERATURES. START CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM. THE CONCRETE SHALL BE STAINLESS STEEL. m WITH ALL AP SURFACE AFTER PLACING AND FINISHING. ALL CURING PROCEDURES TO FOLLOW ACI 308. VERTICAL REINFORCING IN CONCRETE MASONRY (AS REQUIRED) SHALL BE DOWELED INTO THE m FOR CLARITY, ALL OPENINGS MAY NOT BE SHOWN ON DRAWINGS. SEE ALSO ARCHITECTURAL, AND REDUCED STRENGTH CAUSED BY FROST, FREEZING ACTIONS AND FOUNDATION AND EXTEND INTO THE BOND BEAM AT THE FLOOR OR ROOF. PROVIDE MIN. 4" X 4" METAL CONNECTORS AND FASTENERS 2 A OPENINGS AND PENETRATIONS SHALL BE PROTECT CONCRETE FROM DAMAGE OPENING AT U BLOCK FOR VERTICAL BAR. ALL EX ALL :POSED METAL STRAPS AND HANGERS SHALL BE GALVANIZED G185 (1.85 OZ/FT � MECHANICAL, ELECTRICAL AND PLUMBING PLANS. N LOCATED AND VERIFIED BY ALL TRADES FROM DRAWINGS MADE BY THEM. CONTRACTOR SHALL NOT LOW TEMPERATURES IN COMPLIANCE WITH ACI 306. OR BE ITER. z N PROCEED WITH ANY WORK SHOWN DE DRAWINGS IF IN CONFLICT UNTIL RECEIVING CLARIFICATION FROM TRAPS INTALLED OVER ACQ OR ACRE PRESSURE TREATED TO LUMBER SHALL BE ('� ARCHITECT. FOR FRAMING AT OPENINGS, SEE TYPICAL STRUCTURAL DETAILS. PROTECT CONCRETE FROM DAMAGE AND REDUCED STRENGTH CAUSED BY HIGH TEMPERATURES IN PROVIDE REINFORCING IN CONCRETE MASONRY GROUTED CELLS 1) EACH SIDE IN OPENING, EQUAL COMPLIANCE WITH ACI 305. UNIFORMLY COOL WATER AND AGGREGATES BEFORE MIXING TO OBTAIN A THE REINFORCING DISPLACED. MINIMUM REINFORCING SHALL BE (1) TYPICAL REINFORCEMENT BAR AT STAIN `S��STEEL. TYPICAL SECTION OR PLAN NOTE IS SHOWN FOR ONE CONCRETE MIXTURE TEMPERATURE OF NOT GREATER THAN 90 DEGREES FAHRENHEIT AT POINT OF EACH SIDE UNLESS REINFORCED CONCRETE JAMB IS CALLED OUT. WHERE A DETAIL, TYPICAL DETAIL, _rECTION, T � In I_ SIMILAR OR LIKE CONDITIONS UNLESS OTHERWISE NOTED. PLACEMENT. ALL r :POSED WOOD FASTENERS SHALL BE HOT DIPPED GALVANIZED TO MEET THE w 0 CONDITION, IT SHALL APPLY FOR AL _ PROVIDE JOINT REINFORCING AT 8" AT MASONRY BELOW GRADE, 2 ROWS AT 8 AT TOP AND BOTTOM SPECIFICATIONS LONS OF ASTM153 OR BETTER. , ^ ROUGHEN AND CLEAN SURFACE OF OF OPENINGS (EXTEND 24" EACH SIDE) AND 2 ROWS AT 8 AT BOND BEAMS. UNLESS NOTED `�J ^� D TO THE STRUCTURAL DOCUMENTS (DRAWINGS WHERE NEW CONCRETE IS TO BE POURED ONTO EXISTING CONCRETE, n/ INCLUDE, BUT ARE NOT LIMITS COAT WITH SIKADUR 32 I-MOD OR AN APPROVED BONDING AGENT. CONTRACT DOCUMENTS INC L THE ADJOINING AREA AND OTHERWISE; WHERE MULTIPLE WYTHES OF CONCRETE MASONRY ARE CONSTRUCTED AICD./OR WHERE FASTENERS INTALLED INTO ACQ OR ACRE PRESSURE TREATED LUMBER SHALL BE STAINLESS SPECIFICATIONS , BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIA ADDITIONAL WYTHES OF CONCRETE MASONRY ARE ADDED TO EXISTING WYTHES, EACH ADJACENT WYTHE o AND ) STEEL. SUBMITTED BY THE CONTRACTOR. NO ADDITIONAL WATER SHALL BE .ADDED TO THE. CONCRETE AT THE JOB SITE. SHALL" BE TIED TO THE NEXT WYTHE WITH TYPICAL JOINT REINFORCING (NEW CONSTRUCTION FOR BOTH PREPARED AND � DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR SEE ARCHITECTURAL, ELECTRICAL, MECHANICAL, FIR - PROTECTION AND PLUMBING DRAWINGS FOR DRIPS, WYTHES) OR POST-INSTALLED TIES APPROVED BY ARCHITECT/ENGINEER (ADDITION TO EXISTING SHEATHING SPECIFICATIONS: 00 CONTRACT CONSTRUCTION) WITH SPACING/LOCATIONS MATCHING THE SPACING/LOCATIONS FOR TYPICAL JOINT AISC SJI OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE GLETS SLOTS, SLEEVES, RUSTICATIONS, INSERTS ANCHORS AND OTHER EMBEDDED ITEMS ROOF - MIN. 5/8", 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.120x3" RING SPECIFICATIONS OF ACI, PCI, CHAMFERS, RE REINFORCING DESCRIBED IN THE GENERAL NOTES. DOCUMENTS, THE STRICT EST REQUIREMENT SHALL GOVERN. ` j"', CUM NOT NOTED ON STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING & SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE CONTRACT DO , ACING ALL EMBEDDED ITEMS SHOWN ON DRAWINGS & ADDITIONAL ITEMS NOTED IN THIS NOTE, AS CONCRETE MASONRY UNITS SHALL BE CUT BELOW CONCRETE BEAMS OR BOND BEAMS AS REQUIRED IN EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). w I PL MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE. REQUIRED BY OTHER TRADES. ORDER TO GET CONTINUOUS BEAM OR BOND BEAMS AT THE PROPER ELEVATION. WALL - MIN.7/6", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY ALL CELLS BELOW GRADE AND SLAB ON GRADE SHALL BE GROUTED. w/0.131 x22 (8d COMMON) @ 6" O.C. EDGE AND 6" O.C. FIELD. SEE PLAN FOR 5 THEARETO L DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. FOR DIMENSIONS NOT SHOWN ALL OPENINGS REQUIRED NG APPROVALS COORDINATED W/ARCH. & MECH. DWG`s, AN INCREASED NAILING REQUIREMENTS AT SHEARWALLS ARCHITECT OF ANY DIS Z URAL DRAWINGS, SEE ARCHITECTURAL DRAWINGS. DO NOT SCALE FOR DIMENSIONS NOT ARE SUBJECT TO S ON STRUCTURAL ARCHITECT FOR DIMENSIONS _ REQUEST FOR INFORMATION TO THE AR BE LOCATED, SIZED AND REINFORCED (WITH THE EXCEPTION HORIZONTAL BEAMS, BOND BEAMS AND REINFORCING SHALL BE DISCONTINUOUS AT CONTROL JOINTS. O SHOWN ON DRAWINGS.- SEND WRITTEN ALL OPENINGS IN CONCRETE SLABS SHALL FLOOR 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 0.148x32" O NOT PROVIDED. OF SMALL OPENINGS AND/OR SLEEVES OF A SIZE THAT WILL NOT DISPLACE OR INTERRUPT THE16" DEEP BOND BEAMS MAY BE CONSTRUCTED OF 8 U BLOCK BELOW AND 8 STANDARD BLOCK ABOVE (10d COMMON) @ 6" O.C. EDGE & FIELD. Ln \,,./ ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH CONTINUITY OF THE REINFORCING) AS SHOWN ON RESPECTIVE FLOOR PLANS AND DETAILS. ALL WITH BREAK AWAY TOP PART OF WEB. _ Ln S. RESOLVE ALL .DISCREPANCIES WITH ARCHITECT PRIOR TO START OF OPENINGS IN SLAB LESS THAN 10" SHALL BE COORDINATED WITH ARCHITECTURAL & MEP DRAWINGS AND PORCH CEILING 3/8 " (OR GREATER) OSB OR PLYWOOD, W/ 0.131x22" (8D COMMON � r l ARCHITECTURAL DRAWING �•J CONSTRUCTION. DO NOT SCALE DRAWINGS COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARE SUBJECT TO STRUCTURAL ENGINEER'S APPROVAL. ANY ALTERATIONS REQUIRE APPROVAL OF THE SEE ARCHITECTURAL DRAWINGS FOR LAYING MASONRY AND LOCATION OF OPENINGS. ARCHITECTS NAILS @ 6" O.C. EDGE AND FIELD ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. ARCHITECT/STRUCTURAL STRUCTURAL ENGINEER. (SEE TYPICAL SLAB OPEN NG DETAIL). BE RESPONSIBLE FOR THE DESIGN OF ALL FLASHING. BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. - -, ENGINEER SHALL AND CRACKS FACE SHELLS OF BED JOINTS SHALL BE FULLY MORTARED. WEBS SHALL BE FULLY MORTARED IN ALL SYNODS TECHNIQUES, SEQUENCES, AND DEFECTIVE AREA IN CONCRETE INCLUDING, BUT NO LIMITED TO, HONEY COMBING, SPALLS, CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, M WITH WIDTHS EXCEEDING 0.01 INCH SHALL BE REPAIRED. EXTENT OF DEFECTIVE AREA TO BE DETERMINED COURSES OF PILASTERS, PIERS, COLUMNS, IN THE STARTING COURSE ON FOUNDATIONS WHERE PROCEDURES OF CONSTRUCTION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, HAS BY THE STRUCTURAL ENGINEER. ADJACENT CELLS/CAVITIES ARE TO BE GROUTED, & WHERE OTHERWISE NOTED. ADEQUACY, AND SAFETY OF ERECTION BRACING, LCOSHA SAFETY REGULATIONSRY TOR SOLE RESPONSIBILITY TO COMPLY WITH WOOD FRAMING SPECIFICATIONS: CONCRETE SLABS ON GRADE: ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL NO STRUCTURAL CHANGE FROM THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE IN THE SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYET YLENE VAPOR RETARDER WITH JOINTS LAPPED 6" BE PRESSURE-TREATED. PT LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE FIELD UNLESS WRITTEN APPROVAL IS OBTAINED PRIOR TO MAKING SUCH CHANGE. CHANGES WITHOUT AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR NON-DOT BORATE PRESERVATIVE THE WRITTEN APPROVAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONDITION SHALL PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA BE REPAIRED OR REPLACED AS DIRECTED. PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. REQUIRED INSERTS WITH THE C.J. DENOTES CONCRETE SLAB "CONTROL JOINT" RICH SHALL BE CUT INTO THE SLABS AT A DEPTH OF THE MECHANICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF THE REQ PRE-ENGINEERED WOOD TRUSSES: WINGS FOR SUPPORT STRUCTURES AND INSERTS. 1/ TIMES THE THICKNESS OF THE SLAB WITHIN 12 HOURS OF PLACING THE CONCRETE. MAXIMUM ) ALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL GENERAL CONTRACTOR. REFER TO MECHANICAL DRAWINGS _ SH THE MECHANICAL CONTRACTOR SHALL FURNISH ALL NECESSARY STRUCTURES FOR MECHANICAL SPACING OF INTERIOR CONSTRUCTION OF CONTROL JOINTS SHOALED BOTLOCAT D SUCH L BAT 6TH o AREA X� IN COMPLY WITH NEPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS EQUIPMENT, HANGING DEVICES AND IN FOR INSTALLATION OF MECHANICAL EQUIPMENT. CONTAINEDEACH CIS0600 QUARE FEET MAX., WITH A MAXIMUM RATIO OF LONG TO SHORT SIDE OF 2 TO 1 .. INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS FOR ELEVATORS ASSOCIATED WITH THIS PROJECT, EDGE OF SLAB OPENINGS AT PIT FOUNDATION, CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL COORDINATED FOR DIMENSIONS, SLAB EDGE SLAB CONSTRUCTION JOINTS SHALL BE USED IN P_ACE OF CONTROL JOINTS WHERE NEEDED TO TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, FLOOR FRAMING AND ROOF FRAMI11G HAVE BEEN INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP SUPPORTS, HOIST BEAM SUPPORTS AND RAIL SUPPORTS BASED ON ELEVATOR CUT SHEETS PROVIDED INTERRUPT A CONTINUOUS POUR. SLAB CONSTRUCTION JOINTS SHALL BE KEYED. CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS DURING THE DESIGN PHASE FOR THIS PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR MANUFACTURER FOR THE ELEVATORS) TO BE INSTALLED ON THE PLACEMENT OF WELDED WIRE REINFORCEMENTDRE IREI REINFORCEMENT SHALL SPECIFIED, BE PROPERBY CHAIREDCONSISTENT ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. COORDINATING WITH THE ELEVATOR M S PROVIDE MISCELLANEOUS FRAMING AS DEPTH OF 1"-2" FROM T/SLAB. WELDS FDESIGN PROJECT AND SHALL ADJUST SLAB OPENING DIMENSIONROOF COVERING SPECIFICATIONS: REQUIRED FOR SLAB OPENING ADJUSTMENTS, SLAB EDGE SUPPORTS, RAIL SUPPORTS AND HOIST BEAM GRADE. OVERLAP EACHRC MENTOSHALL BE FULL TIE CROSS WIRES ON EACH S THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING CRITERIA SUPPORTS, AS REQUIRED. CONTRACTOR SHALL COORDINATE COSTS ASSOCICT ATED AT FOR ALLTH REQUIRED REQUIRED WELDED WIRE REINFORCEMENT SYSTEM. ADJUSTMENTS AS NOTED AND SHALL BE RESPONSIBLE ADDITIONAL COST TO OWNER. REFER TO ARCHITECTURAL/MECHANICAL FOR SLAB FINISHES, SLAB DEPRESSIONS, THICKENED SLABS (IN ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE AND ADJUSTMENTS NOTED ABOVE FOR INSTALLATION OF ELEVATOR(S) AT NO AD ADDITION TO THICKENED SLABS NOTED ON STRUCTURAL DRAWINGS), ELEVATIONS, AND ENCASED OR MANUFACTURER'S REQUIREMENTS. n ^ NSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION GENERAL EMBEDDED ITEMS. CLAY AND TILE ROOFS SHALL BE I GUARDRAILS AND HANDRAILS: MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. PER IL INTERNATIONAL RESIDENTIAL CODE, TABLE R301.5. COMPLIANCE WITH AND ELECTRICAL CONDUITS SHALL BE 'LACED BELOW THE SLAB AND NOT WITHIN THE SLAB. NOTES SHALL BE DESIGNED PLUMBING STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE THESE REQUIREMENTS IS THE RESPONSIBILITY OF THE RAILING MANUFACTURER. VERTICAL PENETRATIONS ARE ALLOWED. MANUFACTURER'S REQUIREMENTS. DO SCALE DIMENSIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING THESE AWINGS-IFADIMENSRDM COLUMN BOX-OUTS SHALL BE USED TO ISOLATE N ADEQUATE AREA AROUND COLUMN BASE PLATES THESE ARCHITECTURAL DRAWINGS OR AND VALLEY MATERIALS. uNCLEARREFERTOTHE TO PROVIDE FOR COLUMN PLACEMENT AND LEVELING. BOX-OUTS ARE TO BE CLEAN AND FREE OF ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R DEBRIS TO TOP OF FOOTING PRIOR TO FILLING WITH CONCRETE. COLUMN BOX-OUTS ARE NOT REQUIRED IF STEEL COLUMNS ARE PLUMB AND FULLY GROUTED PRIOR TO PLACEMENT OF SLAB.: PLAN NAME TOUSEY DESIGN/DRAW N/CHECKED CS / RD /LAP OFFICE COPY DATE (� 08.24.17 SCALE AS NOTED CONTROL NUMBER REVIEWED FOR CODE COMPLIANCE LPA NO. CITY OF ATLANTIC BEACH SIGN-17-00844 SEE PERMITS FOR ADDITIONAL SHEET REQUIREMENTS AND CONDITIONS REVIEWED 8Y DATF___Z.�'7__ SO.0 SHEET 1 of 12 L -P' CONCRETE STAIRS, r SEE DETAIL 1 /S1 .01 U-EA - - - - � Lou Ponti3.o._,a,p, Associates, Inc. 420 Osceola Avenue 13 13 lax. Beach, Florida 32250 - - - - I Ph.242-0908 Fax. 241-9557 FL:CA# 8344 SC:CA#3579 1 S1.01 1 S1.01 I 5A i I S1.01 aiWiHwv uurH,ti'Ylljryll0 .. 6 O S1.01 0r- 'P * ``1.`\ `� r� `.. - KX Luis A. Po nti8o, PE - - - - - - - - FL PE#53311 PROVIDE 2-#4x4'-O" 1 I I I CORNER CRACK BARS I I REVISIONS DATE S1.01 I I I I 5'-4" AT SLAB MID-DEPTH. in B I I (TYPICAL) S1.01 I CONCRETE STAIRS, SEE DETAIL 1 /S1 .01 I Lj_ 35�' 4" w 0 Q0 S1. 6x .4x 1 .4 WWF ON tA B A RRER 4'-6 IN GRADE. " I I FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD FROM THE MODIFICATIONS WHICH MAY VARY INTENT OF THE ORIGINAL 000 I I CONSTRUCTION DOCUMENTS.ANY 000 FIELDLTERN BEING APPROVED BY LOU PONTIGO& ASSOCIATES MAY ONS ADE T IN PRIOR TO I I I ADDITIONAL ENGINEERING OR / \ \ L - - _� 1 INSPECTION FEES. 1 / / \ \ /\ S 1.01 S1.01 / \ / /Q - - - � - - - / 1 S1.014- a S1.01 ID W CUTS PER flF7 I I 2/S1 . 1 , UI DER TO I ( I COORDI A WITH FINISH I ( 0 R AERIAL. 4" CRETE SLA w/ / 6x6 1 .4xW1 .4 WWF TI 6M1 APOR BARRIER / / I S1.01 5A / / IN P EP D GRADE. / I I CONCRETE STAIRS S1.01 / ) SEE DETAIL 7/S1.01 III III IE - x P VIDE SAW R CORNER CRACK BARS 2/S . 1 , BUILDER TOAT SLAB MID-DEPTH. DINA WITH FINISH (TYPICAL) R MA RIAL. S1.01 I I 5BI I ` ` , S1.01 I I LU N / O / 5 1 01 \ / / / / / I I I I W ❑ CONCRETE STAIRS, S1.01 r J SEE DETAIL 7/S1.01 IL - 8 8 I ^/ 4A S1.01 1.01 LL LU I I w \ / / / / S1.01 I I CONCRETE STAIRS, _j S1.01 \ � I CONCRETE STAIRS, I I BY BUILDER S SEE DETAIL 7/S1.01 SAWCUT I I L / I _ _ - - S5A01 / / - - - - - - -I 6 I I I I O I F1 I S1.01 i I O L = - - _ __j ILn I I U') U U I I Q � PROVIDE 2-#4x4'-O" �\ \ \ S1.01 I I 5A 1 I I � / CORNER CRACK BARS \ \ \ \ ( I I I S1.01 / AT SLAB MID-DEPTH. \ \ \ \ I - / / (TYPICAL) - -- \ SAWCUT6 / \ \ I I ( - - - - - - --�- - - - - - - S1.01 \ \ \ \ \ I I I I I S1.01 I I I I i - - - - - S1.01 \ \ FOOTING SCHEDULE AND NOTES V I I 4B 6 4B 6 TYPE LENGTH WIDTH DEPTH BOTTOM BARS S1.Di S1.01 S1.01 S1.01 1.01 F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. FOUNDATION F2.52'-6 2'-6" 3-#5 EA. WAY BOT. 15A 1 F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. PLAN 51.01 I 51.01 F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION PLAN FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECT. DO NOT SCALE DIMENSIONS FROM EMBEDS, STEP HEIGHTS, ETC., SEE ARCH. PLAN. ARCHITECTURAL PLAN THESE DRAWINGS.IF A DIMENSION IS LJLj SHOWN HERE IN FOR REFERENCE ONLY. UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR SCALE: 1/4" = 1'-0" 2. FTGS. & FIND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. CONTACT THEE.O.R I I 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% PLAN NAME L J MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. TOUSEY DESIGN/DRAWN/CHECKED CONCRETE STAIRS, CS / RD /LAP SEE DETAIL 7/S1 .01 DATE 08.24.17 SCALE SYMBOLS LEGEND AS NOTED ----- DESIGNATES FOOTING LINE CONTROL NUMBER - DESIGNATES SAWCUT LINE LPA NO. MASONRY STEM WALL SIGN-17-00844 SHEET pFIVC VU�� Q��/ �DE��GN�ATESAB RECESS S1 .0 SHEET 2 oF12 3/4" DEEP SAWCUT w/ ELASTOMERIC SEALANT SLAB ON GRADE, TYPICAL WALL FRAMING AND ANCHORAGE SEE PLAN WALL FRAMING BRICK VENEER IS TYPICAL WALL FRAMING AND L P_ PER CONSTRUCTION SPECS. MATCH DOOR 3�4" ACCEPTABLE WITHOUT ANCHORAGE PER r WIDTH, SEE ARCH. RECESS INCREASE OF CONSTRUCTION SPECS. a ' (1)#5 CONTINUOUS, PROVIDE A�% SLAB ON FOOTING SIZE. CORNER BARS (TYPICAL) NOTES: ° ' °d. GRADE, STEP, SEE AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1) PROVIDE SAWCUTS TO CREATE ° ' SEE PLAN. ARCH. PLAN. SLAB ON ' ' . a SOLE PLATE ANCHOR, Lou Ponti3o and 4 —0 HIGH, NOTIFY E.O.R. APPROXIMATE 12 X 12 MAX. SQ. PAVING —=—. = FOR TEMPORARY BRACING MONO SLAB FOOTING AT PORCHES, ° -d . . GRADE, SEE 3/S0.0 8" CMU OPEN BOTTOM LINTEL Associates, Inc. BY BUILDER __ ��.. �; / /\ SEE PLAN. BLOCK w/ 1—#5 CONTINUOUS 4200sceolaAvenue LAYOUT PLAN AND LWHEN SPECIFIED ON PLAN. 2) SAWCUT CONC. SLAB WITHIN 4 12"x12" — ,/ �. d a / PERMANENT LATERAL SLAB ON GRADE TO 12 HOURS OF CONC. \ /\\\ Jax. beach, Florida 32250 /\ / Ph.242-0908 Fax. 241-9557 SUPPORT DETAIL. .d a• �. PLACEMENT. / / / \\ � . SEE PLAN. MATERIAL DETAIL: 4B 1 5 CONT. / \ \/ / FL:CA# 8344 SC. CA#3579 o GRADE OR CONC. \ 2 SAWCUT DETAIL 31, SLAB, SEE PLAN. \\�\\\/ S1.01 SCALE: 3/4" = 1'-0" DETAIL: 5A 8 x20 2—STORY, w/(2)#5 CONT. # TYPICAL WALL FRAMING �`''� T� '% Z 4 DOWEL TO MATCH VERT. 8 CMU STEM WALL W � <• ,•••••••••• G�. ° o STEMWALL SCHEDULE �� �/ STEMWALL REINFORCING (SEE AND ANCHORAGE PER / + '°� �GENg •%. t #4 VERTICAL DOWELS @ 24 O.C. o SLAB ON = `;t 90` BEND INTO FTG. �\ o GRADE— M 31 CMU SCHEDULE) w/ 6 HOOK INTO CONSTRUCTION SPECS. / REINFORCING d FOOTING. LAP VERT REINFORCING SLAB ON COURSES 2—#5 CONT. d ° d SEE PLAN ' o • a ° d ° °• 30" IF STEMWALL IS GREATER # � .. � GRADE, \ 1 0 •, FA,TE OF 1 TO 6 #4 VERT. © 48"O.C. �. � � � SLAB ON /� � d � . � THAN (3) COURSES. ° d .. d .. / SEE PLAN. LLp 7 TO 10 #4 VERT. @ 24"O.C. \ GRADE, \\ a i ° D D. I '.S ®,R C3�:••' �!� 11 TO 12 4 VERT. @ 8'O.C. �� • ° . . _ \/ ARCH. , : . u .. / \ SEE PLAN. ��/ STEP, SEE ° CONTINUOUS o � c.3 '� •�•' � �' # CONT. CONCRETE FOOTING � / } � d d• � STEM WALLS OVER 6 COURSES TO 4" MAX. CONCRETE ( ) FOOTING 3" CLEAR 10 d x 20"w 2 5 CONT. \ \ THICKENED EDGE 8"x8" THICKNESS. SLAB TYP Luis A. Ponti o, HREINFTRB BETWEEN EVERY ZOTHOERT ( )# / 1 —#5 CONT. 3 P E W —► FL PE#53311 COURSE. FILL CELLS SOLID. 8"x20" w/(2)#5 CONT. DETAIL: 4A DETAIL: 5B 10"x20" REVISIONS DATE w/ 2—#5 CONT. 1 STEM WALL AND FOOTING 3 BEARING AT INTERIOR 4 THICKENED SLAB EDGE 5 SLAB RECESS 6 GARAGE STEMWALL �-o SCALE: 3/4"=1'-0" (SIM. AT PORCH EDGES w/o WALL) S1.01 SCALE: 3/"'=1'-0" �-o SCALE: 3/4" = 1'-0" S1 .01 SCALE: 3/4 0 1 "— '— " — �_o SCALE: 3/4"=1'-0" 1#4 CONTINUOUS, PROVIDE FIELD ALTERATION CORNER BARS 3' EA. SIDE TYPICAL WALL FRAMING CONTRACTOR SHALL CONTACT LOU AND ANCHORAGE PER PONTIGO E ASSOCIATES PRIOR TO FOR CONCRETE CURB MAKING ANY STRUCTURAL FIELD BOND BEAM OF RECESS. (TYPICAL) CONSTRUCTION SPECS. MODIFICATIONS WHICH MAY VARY i FROM THE INTENT OF THE ORIGINAL w/1 —#4 CONT. �' �� SEE DETAIL TO LEFT CONSTRUCTION ICATIONSWHIC MAY ANY DRILL & EPDXY #4 @ 18" O.C. I �� TYPICAL WALL FRAMING & � AND ANCHORAGE PER D ALTERNATIONS MADE PRIOR TO FIELD BEND DOWN INTO STAIR. 6" SLAB ON ADA PROALENGILOU P NTI ° d I ° BEINASSOCIATES DMAY RESULT IN GO& • MAX 5�/2" CONSTRUCTION SPECS. d a � � GRADE, CONC. STAIRS a OR f� f� SECONDARY POUR SEE PLAN. INSPECTION FEES- \ \ \ DOWELS BEND CURB DETAIL 1 SLAB ON < • d #4 S—DOWEL BAR WITH 8 CMU STEMWALL w 12 HOOK TOP & BOT. o 6\ INTO STAIRS. GRADE, _ d° #5 VERT. HOOKED INTO \ x SEE PLAN. o SPACE @ 48» O.C. FOOTING @ 40" O.C. 4" MIN. Q a " o o \� Qa d 1 e_Ore I� 4• °d BEND 2'-0INTO SLAB (TYP) o GRADE N a #4 HORIZONTAL CONTINUOUS \\ \\ d d d BARS @ 12"O.C. d C °•. ;84—4__ �' 8"x16" THICKENED TYP. FTG. EXTEND TYP. FTG @ w/ 2— '5 CONT. 3" 8"x16" THICKENED 3" WIDTH, SEE STAIRS & PROVIDE 8"x20" w/(2)#5 CONT. w/ 2—#5 CONT. 8"x20" DETAIL 1/S1.01 #4@ 18 O.C. E.W. w/(2)#5 CONT. STEP DOWN 24" OR LESS STEP DOWN GREATER THAN 24" _-�r CONCRETE STAIRS ON GRADE 8 MONOLITHIC STEP DOWN DETAIL �01 SCALE: 3/4" = V-0" �_o CONTRACTOR MAY USE OPTION 1 OR OPTION 2 m m W N Z CV Q m -' Q LU p r"00 ❑ o n � m � nl w wJ m _j � > - z F-- oLn � Ln U Q i FOUNDATION SECTIONS 8 DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME TOUSEY DESIGN/DRAWN/CHECKED CS / RD /LAP DATE 08.24.17 SCALE AS NOTED CONTROL NUMBER LPA NO. SIGN-17-00844 OFFICE COPY SHEET S1 .01 SHEET 3 of 12 SYMBOLS LEGEND ° ` INTERIOR BEARING WALL. DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. X6 P.T. SYP#2 SW NAILING: 8d ® 8 DESIGNATES 8d COMMONS @ Lou ['o n t i o a n d 8d®3"/6" 3" O.C. EDGE & 6" O.C. "IN THE POST W/ABU66. FIELD" Associates, Inc. SEE DETAIL 4/S2.2. 420 Osceola Avenue DESIGNATES THE NUMBER OF HEADER (2)2x$_1/2 PLIES, HEADER SIZE, & JACK/KING (TYPICAL 2 PLACES) (2)2x12 SEE 7/S2.2 FOR STUDS NEEDED FOR HEADER OPENING. Ph x. Beach, Florida 3225057 BEAM CONN. ---- BEAM OR TRUSS, SEE PLAN FL: CA# 8344 SC: CA#3579 - - - - - - (TYPICAL 2 PLACES) DTT2Z w/ Y2" 0 ANCHOR LEGEND N N THREADED ROD 3/8" A307 DIAMETER FULL HEIGHT X I I X EPDXIED 4 MIN. THREADED ROD, SEE DETAIL 1/S2.1 *`��° p I N . rY N 4 TOTAL �y,.R.'...,,�/�y°'q N (� A307 DIAMETER FULL HEIGHT •.•� THREADED ROD, SEE DETAIL 1/S2.1 ` 2 2x12-2 2 SW NAILING: 3 � a R � p ( ) / b 8d@3"/6" /s A307 DIAMETER THREADED ROD C r TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 1/S2.1 a", A •� fq SW NAILING: SW AILING: ZLxz(2) 8d@3"/6" (2)2x6-1/1 8d 3"/6" O 5/$" A307 DIAMETER THREADED ROD 'r,J� 't': p �a'%* � (95 TERMINATES AT FIRST FLOOR TOP 's '�� �4 PLATE, SEE DETAIL 1/S2.1 � ) NA` WALL STUD SCHEDULE Lui's A. Pontig0, PE (2)2F7x6-1/ O 2 2x8-1 2 PLATE STUD SIZE F L P E# 53311 5 " LOCATION HEIGHT & SPACING HTT5 w/ /8 0 ( ) / I MAX r�EVISIONS DATE EXTERIOR 9'-1 2x4 SPF#2 @ 16" O.C. THREADED ROD X EXTERIOR 10'_1 2x6 SPF#2 O 16 O.C. or EPDXIED 8" MIN. I N MAX 2x4 SPF#2 ® 12" o.c. (TYPICAL) X ^ EXTERIOR 14'-0" 2x6 SPF#2 ® 16" O.C. N 10-1 TO INTERIOR 1 MAX 2x4 SPF#2 ® 16° O.C. INTERIOR 12'-0" 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 ® 12' O.C. Q O \ .) NOTES 6x6 P.T. SYP#2 O I 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE Q0 X 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. =FIELDS RATION POST W/ABU66. N CONTRACTOR MAY INCREASE STUD SIZE TO MEET SEE DETAIL 4/S2.2. N ARCHITECTURAL REQUIREMENTS. CPONTIGTORSOCIATE PRIORTACT N PONTIGO fi ASSOCIATES PRIOR TO (TYPICAL 3 PLACES) IELD 3. SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN MAKINATIONSG ANY HIGH AY VAR ) MODIFICATIONS WHICH MAY VARY YELLOW PINE. FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY O O o 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& 7 X O (2)2x6 5.) FASTEN BOTTOM LATE OF INTERIOR LOAD BEARING WALLS ASSOCIATES MAY RESULT IN (3)2x6 O O SPF#2 POST. TO CONCRETE SLAB w 1 MASONRY CUT NAILS 16" O.C. ADDITIONAL ENGINEERING OR MI 9 J� \ MINIMUM. SEE 2/S2.0 FOR ADDITIONAL ANCHORS AT INSPECTION FEES. LF#2 POST. # N SHEARWALLS / \ 10 2 2x6-1 1 ( (2)2x6-1/1 00 O N. V� (3)2x12-2 2 / TRUSS C18 ABOVE. - - - - N GENERAL NOTES v r ` 1. SEE DETAIL 2/S2.0 FOR WALL FRAMING DETAIL. F(2)2xl2-2/2) SW NAILING: SEE WALL STUD SCHEDULE SHEET STUD C\/' / \ 8d@3"/6" SIZES AND SPACING. ATGIRDERSAND BEAMS, h / \ TR PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER / \ �ss AD ` 2. SEE SHEET S0.0 FOR ROOF AND FLOOR � / F/ SHEATHING SPECIFICATIONS. / c\/\ \ �eO� \ 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES vTOGETHER PER DETAIL 6/S2.0 (3)2x6 N 4. INSTALL SOLE PLATE ANCHORS PER DETAIL N• SPF#2 POST. N 2/S2.0 5. FOR ATTACHMENT OF EXTERIOR WALLS THAT N TERMINATE BETWEEN TRUSSES, SEE 5A/S2.0 � � C518 STRAPPING DETAIL (0N u / Q CS18 STRAP w/ 1011 \ FASTEN END LENGTH@M vC14 ir THIS END w/ 9-10d. IV 0 / v N WALL FRAMING w CO Uj m � `�' � NO NAILS REQUIRED FLOOR IN CLEAR SPAN W A ' / O TRUSSES V Z OR JOIST. Z (� , WALL FRAMING--/ ``'0 m z /2 OGv o CS18 STRAP w/ 10" G O TEN THIS NDw/ 9ASOdN w D 9 � SW NAILIN . c\4 SHED ROOF w/ SEE 7/S2.2 FOR DIAGONAL SUPPORTS, BEAM CONN. O � w SEE DETAIL 3/S2.3 TYPICAL 2 PLACES) �% XI Uj CHIMNEY I �' FRAMING, I X / SE DETAIL 00 _ 1 /S2.3 SHED ROOF w/ ^�N 2 /2\2 ��� o DIAGONAL SUPPORTS, O Ln N, /2 ls,,N 1 SEE DETAIL 4/S2.3 (3)2x6I'v /�`7 (2J2X8 ©3'j6Nc. SI S3.0 SEE 7/S2.2 FOR Ln U SPF#2 POST. O<v \ \ X7/2 BEAM CONN. Q / O (TYPICAL 4 PLACES) O 6x10 # P.T. KE1T N `0 O N 2 2x6 -Q- k6 /�N (2)2x8-2 2 SPF#2 POST. A- / - - - - TRUSS B10 ABOVE.IIX (2)2x10 - - - Sy SFR (2)2x6 q<< wq (2 - " SPF#2 POST. HTT5 w/ 11-1 5/8 0 eF <<S J2k I THREADED ROD 2X8 �7/7 X EPDXIED 8" MIN. N (TYPICAL) (2� CY, ( )2�2 2�6\ 2 2x10 k6�7/7 7/7 (2)2x10-2/2 r- ----� (2)2x10-2/2II UU r- - I �s,,c _ _ FIRST LEVEL 1 SE 7/S2.2 FOR SEE DETAIL SEE DETAIL SEE DETAIL S3.0 BEAM CONN. ZI (2)2x8- :/32 I 5/S2.2 6/S2.2. 5/S2.2. WALL (TYPICAL 2 PLACES) N N FRAMING N N PLAN N I I N 6x6 P.T. SYP#2 I I `J P ST W/ABU 66. THEHE NOT SCALE DIMENSIONS FROM SE DRAWINGS.IF A DIMENSION IS SEE DETAIL 4/S2.2.. ------,- _ _ _ _ UNCLEAR REFER ARCHITECTURAL DRAWW THEINGS OR CONTACT THE E.O.R (TYPICAL 2 PLACES) (2)2X1 PLAN NAME TOUSEY DESIGN/DRAWN/CHECKED 2 FIRST LEVEL WALL FRAMING LAN CS / RD /LAP DATE SCALE: 1/4" = 1'-0" 08.24.17 FRAMING NOTES: SCALE 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 2/'S2.0 AS NOTED 2. ALL BUILT-UP POST, HEADERS & BEAMS S ALL BE FASTENED PER 6/S2.0 CONTROL NUMBER LPA NO. SIGN-17-00844 OFFICE COPY SHEET st] SHEET 4 OF 12 rERACING NOTES AND SPECIFICATIONS )ALL BRACING LUMBER SHOWN, EXEPT FOR T-BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR 4 BETTER. (UON) . S2.2 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE 00 00 00BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. Lou Pontigo and --D -D -D �J1� Associates, Inc. PORCH SHEATHING AT 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON BOTTOM CHORD OF TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL 42o Osceola Avenue PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING lax. beach, Florida 32250 TRUSS SEE 4/S2.2. PERPENDICULAR TO TRUSS BOTTOM CHORDS AND FL 242-0908 Fax.:CA s344 SC:cA#353579 Ph. 57 ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT FL CJ82 zero GABLE END WALLS PROVIDE DIAGONALS AT END WALLS g PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE r\ N ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH I >% CJ81 L8r0 S2.1 D 00 LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL ��� w O ��� CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS ° 4®Po,� N�' ®"'• N CUPOLA, SEE T o 33 DETAIL 5/S2.3. REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO t 9 ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD ` N 9 BRACING PROVIDE DIAGONALS IN THE END SPACE M s 9 y. OF N-) S2.1 S2.1 N BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM00 00 r� HTS16 --DJ CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. �`' _ e� k N O O O C J 8 2 v v -� .a " ♦ * � w+t�xnrn+a* E 0 J L 6 F r , r Luis A. Pontigo, PE FL PE#53311 CJ84 ZgrO REVISIONS DATE CJ83 D n n � � L8rC 00 z w CJ83 C-D 0 0 0 0 9 S2.1 -1 r (� hJ Z J59 EJ60 FIELD ALTERATION �(0 K47 (� r , rr) � 1: � 00 � 0 CPONTRIGO a ASSOCIATES PRIOR O �P D21N� N N N N N r� r� 4 J L -11 L � W W W MAKING ANY STRUCTURAL FIELD 9 MODIFICATIONS WHICH MAY VARY S 2.2 FROM THE INTENT OF THE ORIGINAL O O CONSTRUCTION DOCUMENTS.ANY HTS16 FIELD ALTERNATIONS MADE PRIOR TO D 2 0 BEING APPROVED BY LOU ULT IN O& ASSOCIATES MAY RESULT IN ADDffIONAL ENGINEERING OR H TS16 INSPECTION FEES. /19' 4 _ J L J L J L J L J L J L S2.2F y�2 HTS16 8 LC 7 y17 9 g y 0 9 S2.1 S2.1 PORCH SHEATHING AT S2.1 BOTTOM CHORD OF 6 y 9 TRUSS SEE 4/S2.2. S2. 6 S2.1 � 9 S8 � 98/, 1E.i H I . m m W N z CV HTS16 m " O 0 9 O �j FF-1 -N 8 4 �� \�� S2.1 _ LL S2.`2 O J i L U rJ u D W 8 w w S2.1 CHIMNEY 6LrO r �� FRAMING, PORCH SHEATHING AT --ji SEE DETAIL 1S2.3 BOTTOM CHORD OF JL 5 8 / TRUSS SEE 4/S2.2. - z 2 19 L S2.2 J 7 1 9 /(,g0 2x12 SYP#2 JOIST S2.3 S3 O © 16" O.C. PROVIDE STRUCTURAL FASCIA S2.1 Z L8 S2. SIM SHOWN IN 7/S2.3 ALONG THIS In ENTIRE RUN OF ROOF EDGE. U') U Id. . SHEATH UPPER WALL THRU LOWER DECK TO BEAM BELOW , PRIOR TO INSTALLING DECK. �� -, 4 l LEI (2)1 .75x20 2.0E LVL 6 � S2.1 HTS16 HTS16 0L0 or 8r0 LBrC 550 6 68 52.1 , r � r C J 7B 1,J44 & J79 CJ8 CDLnr , Ln J80 LO Ln Ln Ln 550 w LL LJ45 J w w r V grC grC 9 -� 2.1 �� w SECOND 1 � S3.0 H.D.G BRICK v Q0 y FLOOR ANGLE ABOVE J'�� w tiv> 0 v>> RAFTERS, SEE v `X �p v TRUSS 9/S2.0 ��1 g PLACEMENT CUPO A, SEE H.D.G BRICK S4.1 DETAIL 5/S2.3. ANGLE ABOVE PLAN RAFTERS, SEE TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 9/ 2 0 DO NOT SCALE DIMENSIONS FROM J THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE 1 . STRAP ROOF TRUSSES TO WOOD FRAME WALLS w/ ARCHICONTACT TNEEO!R.SOR PORCH SHEATHING AT SIMPSON H2.5T & (2) 12d PLAN NAME BOTTOM CHORD OF r TOUSEY TRUSS SEE 4/S2.2. DESIGN/DRAWN/CHECKED 2.3 CS / RD /LAP SECOND FLOOR TRUSS/LOW ROOF TRUSS PLACEMENT PLAN DATE 08.24.17 SCALE AS NOTED CONTROL NUMBER LPA NO. SIGN-17-00844 SHEET OFFICE COPY S1 .2 SHEET 5 of 12 SYMBOLS LEGEND EF INTERIOR BEARING WALL. DESIGNATES SHEARWALL, THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. SW NAILING: 8d ® 8 DESIGNATES 8d COMMONS ® 8d�3"/6" 3" O.C. EDGE & 6" O.C. "IN THE Lou f>o n t i g o a n d FIELD" Associates, Inc. DESIGNATES THE NUMBER OF HEADER 420 Osceola Avenue (2)2x8-1/2 PLIES, HEADER SIZE, & JACK/KING STUDS NEEDED FOR HEADER OPENING. jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 -- BEAM OR TRUSS, SEE PLAN FL:CA#8344 SC:CA#3579 ANCHOR LEGEND 3/g" A307 DIAMETER FULL HEIGHT , THREADED ROD, SEE DETAIL 1/S2.1 OON7/,q/♦�_",� X55/8" A307 DIAMETER FULL HEIGHT 1 � +�� r 'o� 4 ,) THREADED ROD, SEE DETAIL 1/S2.1 .° o V-) A307 DIAMETER THREADED ROD 's TERMINATES AT FIRST FLOOR TOP ' r o PLATE, SEE DETAIL 1/S2.1 5/8" A307 DIAMETER THREADED ROD . p°A e � � � 00 TERMINATES AT FIRST FLOOR TOP : »y»• �''i� PLATE, SEE DETAIL 1/S2.1 WALL STUD SCHEDULE Luis A. fPonti3o, PE LOCATION PLATE STUD SIZE FL P E# 5 3 3 1 1 HEIGHT & SPACING EXTERIOR 9'-1'1 2x4 SPF##2 @ 16" O.C. REVISIONS DATE MAX EXTERIOR 10'-1 2x6 SPF##2 ® 16" O.C. or MAX 2x4 SPF## ® 12" O.C. EXTERIOR 10'-1 TO 2x6 SPF##2 ® 16" O.C. 14'-0" INTERIOR 1 MAX 2x4 SPF##2 @ 16" O.C. INTERIOR 12'-0" 2x6 SPF##2 ® 16" O.C. or MAX 2x4 SPF##2 0 12" O.C. STUD NOTES: 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. (�:FIELD ALTERATION CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO SHEATH UPPER WALL 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN MAKING ANY STRUCTURAL FIELD YELLOW PINE. MODIFICATIONS WHICH MAY VARY FROM THRU LOWER ROOF TO S T FIELD ALTO 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. ALTERNATIONS MADE PRIOR TO E INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY TRUSS BELOW. BEING APPROVED BY LOU PONTIGO a 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS ASSOCIATES MAY RESULT IN CONCRETETO / CUT NAILS ORSAT@6" O.C. ADDITiNSPECTONONAL IN ANG oR MIINIMUM SEE 2/S2.0 FOR ADDITIONAL ANCH SHEARWALLS GENERAL NOTES 2 1. SEE DETAIL 2/S2.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, 2J2 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. C 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES �\ TOGETHER PER DETAIL 6/S2.0 N 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2/S2.0 CS/8 ATTACHMENT5. FOR TERMINATEBETWEEN TTRUSSES, SEE 5A/S2.0 OR WALLS AT CS18 STRAPPING DETAIL ^\ CS18 STRAP w/ 10" END LENGTH. FASTEN (0 CS/ THIS END w/ 9-10d. o WALL FRAMING w� \^ o w m CS/8 -� NO NAILS REQUIRED m ry FLOOR IN CLEAR SPAN _ , rn \N BOTTOM TUD TRUSSES W (IV WH OTED. SEE DETAIL O OR JOIST. Z n 1 o AT RIGH S PAGE. V 0 ^CIVrye WALL FRAMING ``'+' Q m \^ o w 1 / C'S`/ CS18 STRAP w/ 10" CI O �c0 END LENGTH. FASTEN CS,7 Ov THIS END w/ 9-10d. w Q LL SEE 7/S2.2 // // w (2) FOR BEAM / w 2k8�7 CONN. /// //� CHIMNEY -j /7 / FRAMING, SEE DETAI / 1 /S2.3 z Sly/1/4/, 1 Ln zllv Ln cb / SIM U k /2 SHED ROOF w/ ONE DIAGONAL SUPPORT, vC'O SEE DETAIL 2/S2. \ \� T a@ CO / TO / SHEATH UPPER WALL THRU LOWER ROOF TO HEADER 2k8 CIV BELOW. S�I, c. O 1 SECOND S3.0 LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS ❑ F] ❑ ❑ UNCLEAR REFER THE ARCHITECTURAL DRAWINGS INGS OR CONTACT THE E.O,R PLAN NAME TOUSEY DESIGN/DRAWN/CHECKED CS / RD /LAP DATE 08.24.17 SCALE AS NOTED CONTROL NUMBER SECOND LEVEL WALL FRAMING PLAN -- LPA NO. FRAMING NOTES: 1. FOR TYPICAL WALL FRAMING, SEE DETAIL_ 2/S2.0 OFFICE COPY SHEET 2. ALL BUILT-UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 6/S2.0 S1 .3 SHEET 6 of 12 BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T—BRACE L P SHALL BE: 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) r 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. Lou Ponti7go and 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON Associates, Inc. TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL 420 Osceola Avenue PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING lax. Beach, Florida 32250 PERPENDICULAR TO TRUSS BOTTOM CHORDS AND Ph. 242-0908 Fax. 241-9557 ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT FL: CA# 8344 SC:CA#3579 GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS ° °�jPJI REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ,,.°°`,� • P0AIj``` %,ed ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD .,°°�'`�^`�EFd ••• °. BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM 6 N 1 a CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. �v oN . � d N L u ins '� !i! 3'e, P E FL PE#53311 V REVISIONS DATE 00 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD Z MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL Q CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR O INSPECTION FEES. 0707 9 C) S2.1 H TS16 019 Nig CcI7 2 9 8 C117 7 7 HTS1 m m W C�] H TS16 O A8 Z CV C'1 9 Q m 707 1 99 0702 W Q _ o h 9 w CHIMNEY LL Nogg �i FRAMING, L^/ i SEE DETAIL {__ (, j 1 /S2.3 W O < �H TS 16 00 J 9 �/ S2.1 C� 'eL/j 9 X93 ., � 07 S 2.1 O 70 c7702 Q) O (j Oco r ^n �91 0 J � O O� L , 2x8 SYP#2 LEDGER. o v' FASTEN W/ (7)10d © 16" O.C. C� �A��00 CL170 F� S 0706 0117 06 dl (d-170S o`° S2.1 C C>> 9 �/7 C 0S � � r- S2.1 vj06 Oh ROOF TRUSS PLACEMENT I TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES PLAN 1 . STRAP ROOF TRUSSES TO WOOD FRAME WALLS w/ DO NOT SCA LEDIMENSIONS FROM ❑ ❑ ❑ THESE DRAWINGS.IF A DIMENSION IS S I M P S O N H 2.5 T & (2) 12 d UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ROOF TRUSS PLACEMENT PLAN TOUSEY DESIGN/DRAWN/CHECKED CS / RD /LAP DATE 08.24.17 SCALE AS NOTED CONTROL NUMBER LPA NO. SIGN-17-00844 OFFICE COPY SHEET SIA SHEET 7 of 12 TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS ALL WALL STUDS.. BUILDER MAY CHOOSE EITHER THE DROPPED Lou P o n t i g o and 2. USE SYP#2 FOR ALL TOP SEE 9/S2.1 HEADER CONDITION OR RAISED HEADER CONDITION Associates, Inc. PLATES AND SOLE PLATES. 420 Osceola:venue 3. USE SYP#2 FOR ALL TOP I I HEADERS I �� TYPICAL HEADER AILING TYPICAL DOUBLE TOP lax. Beach, Florida 32250 1 I I 0.131X3" TOE NAILS ELATE SPLICE Ph.242-0908 Fax.241-9557 4. ALL WALLS SHALL BE I I I 2X6, 2x8 = (5) NAILS '-0" MIN. SPLICE LENGTH BALLOON FRAMED FULL I I TYPICAL STUD NAILING: _ FL: CA# 8344 SG CA#3579 HEIGHT TO ROOF OR FLOOR L__ ___-_J 2x10, 2x12 - (7) NAILS _VENLY SPACED NAILS TYPICAL TOP PLATE NAILING: BEARING ELEVATION, U.O.N. ON 0.131x3 END NAILS: g LVL, 11 LVL = 7) NAILS FASTEN ALL TOP PLATES PLAN. PERMANENT TRUSS SYP#2 DBL. (2) @ 2x4, 14" LVL, 16" LVL = (9) NAILS TOGETHER w/ (3) ROWS BRACING BY OTHER TOP PLATE (3) @ 2x6, (4) @ 2x8. SYP#2 OF .131x3 @ 12" O.C. STAGGERED. 5.) FASTEN BOTTOM PLATE OF -0„ MIN. , enut�otyipt S P 2 DBL. HEADER, g1g`,a4aa, Old 4, INTERIOR LOAD BEARINGBLOCKING AT ALL 6"MAX. T P PLATE PER PLAN - �'°�' �'N`�" °°'/°.•® WALLS TO CONCRETE SLAB FULL HEIGHT ANCHOR w/16d MASONRY CUT NAILS @ SHEATHING JOINTS: 2x4 FLAT WISE. FASTEN EITHER SIDE OF PLATEAz 16" O.C. MINIMUM. SEEHEIGHT CHANGE EACH END WITH 2-10d FOUNDATION PLAN ADDITIONAL TOENAILS. ONLY REQUIRED 2x-BLOCKING ONLY RAISED ANCHORS AT SHEARWALLS OF AT SHEATHING JOINTS FOR REQUIRED IF SHEARWALL HEADER ARCHED TRANSOM OPTION: x �•^a iL N EXTERIOR WALLS AND 2x SPF DIAGONAL BLOCKING00 SHEARWALLS SIMPSON H2.5T OR DROPPED FASTENED w/ 3-0.131"x3" WINDOW SILL SCHEDULE SYP#2 NAILS � 1, • ,. k;� EA. END TYPICAL HEADER, ���,, � °• '; .•. LSTA12 STRAP FOLDED HEADER ROUGH DROPPED HEAD MINIMUM END PER PLAN OPENING (MIN) ' INTERIOR BEARING WALL: OVER TOP PLATE SHEATHING MAY EXTEND 2" SEE PLAN FOR STUD SIZE OPENING OR SILL PLATES FASTENER EACH END 3 AND O.C. SPACING. FLOOR SHEATHING, _ _ PAST BLOCKING- WINDOW ARCHED tSYP 2 HEADER, ATTACHMENTS MUST � 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS Luis A. Ponti o, PE SEE SPECIFICATIONS TRANSOM # ANCHOR INTO 2x MATERIAL. s END 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS F L P E#5 3 3 1 1 FULL HEIGHT PER PLANS FASTENER FASTEN LOWER STUD OPTION 5 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS REVISIONS DATE CONTINUOUS BLOCKING TO TALLER STUD w SEE RIGHT ANCHOR, SEE JACK AND 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS WITHIN FLOOR SYSTEM 16d COMMONS / PLAN FOR SIZE WHERE POST IS ABOVE. @ 8°° O.0 2-ROWS OF 10d COMS AND LOCATION >- @ KING STUDS, 12" O.C. WINDOW SILL SEE SEE PLAN SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN r w WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. I I = SCHEDULE 3/S2.0 WINDOW SILL SEE HEAD OR SILL I Q < FOR SILL SIZE AND TYPICAL SOLE SCHEDULE 3/S2.0 PLATES SEE SYP#2 DBL. I I w w CONNECTION EACH SOLE PLATE ANCHOR: _ PLATE NAILING: FOR SILL SIZE AND KING & JACK SCHEDULE TOP PLATE I o END EPDXY ANCHOR (MIN z 0.131x3" TOE NAILS: CONNECTION EACH 31" EMBED.) STUDS SEE PLAN I Q w (3) @ 2x4, END THREADED ROD ROUGH OPN'G, SEE ARCH. 3 m (4) @ 2x6, ANCHOR DRILLED & o- z (5) @ 2x8. EPDXY w/2"O x �" I (6)12d TOE NAILS I I < PLATE WASHER, TOP & BOT. 2x- SPF T&B w/ FIELD ALTERATION I I I I m_ PT. SYP 2 SEE SCHEDULE BELOW A 12d @ 8" O.C. CONTRACTOR SHALL CONTACT LOU L_____ _J J Lj� N # PONTIGO&ASSOCIATES PRIOR TO o SOLE PLATE KING & (TYP) MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY SEE 9 S2.1 SEE 8/S2.1 JACKS k SHEATHING FROM THE INTENT OF THE ORIGINAL / SOLE PLATE ANCHOR SCHEDULE POR PLAN w = CONSTRUCT IONDOCUMENTS.ANY A w U CONT. AT FIELD ALTERNATIONS MADE PRIOR TO INTERIOR BEARING THREADED EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE v1Q _ GIRT/VERT BEING APPROVED BY LOU PONTIGO8 WALL: SEE SCHEDULE FOUNDATION SEE PLAN SIMPSON LTP4 ON ASSOCIATES MAY RESULT IN >, , ROD 0 SPACING SPACING SPEC. DEPTH DISTANCE JOINT. ADDITIONAL ENGINEERING OR BLOCKING AT ALL FOR STUD SIZE �_12 / V 2 / �1'/2 INSIDE FACE, IF NO INSPEC`T'ION FEES. AND O.C. SPACING. WALL MAX. MIN. 3/8 40" 16" 2x2x a 3/ " 1 3 4' 2x SPF RIPPED JACK STUD SHEATHING JOINTS: SHEATHING WALL FRAMING AT WALL FRAMING AT FROM SOLE WALL FRAMING AT 1/2 48" 24" 2x2x'/$" 3'/2" 1 3/4" TO FIT ARCH. 2x4 FLAT WISE. PLATE CHANGE CONDITION RAISED HEADER CONDITION DROPPED HEADER CONDITION BOX BEAM BETWEEN WINDOWS DEPTH REQ'D. FASTEN EACH END !PLATE ATE: BREAK MASA 48" 24" N/A N/A N/A IN TWO STORY FRAMING SECTION A-A WITH 2-10d TOENAILS. ONLY REQUIRED AT BLOCKING AT ALL SHEATHING JOINTS SHEATHING JOINTS: 2 TYPICAL WALL FRAMING 3 WINDOW HEAD AND SILL FRAMING FOR EXTERIOR WALLS 2x4 FLAT WISE. FASTEN WALL AND SHEARWALLS EACH END WITH 2-10d S2.0 SHEATHING TOENAILS. ONLY REQUIRED �,S2.0 AT SHEATHING JOINTS FOR WALL SHEATHING TO EXTERIOR WALLS AND SOLE PLATE SHEARWALLS RAISE '/4" FROM BOTTOM OF SOLE SEE DETAILS SEE DETAILS PLAN AND FASTEN �ON S1.01 --� ON S1.01 �- w/8d @ 3" O.C. F-- ---, ---- F -� I I I I I I I I I I I I I I I I ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS TRUSS. ROOF TRUSS. BOT. CHORD w/ 0.131x3" @ 3" O.C. SINGLE STORY MULTI-STORY 2x4 SYP#2 CATS AT 12" FL OR OR FASTENED TO SHEATHING w/ 8d @ 3" O.C. O.C. FASTENED TO TOP RO F TRUSS. PLATE TE ED TO 1x3" NOTES: 1'/Z" 1'/2" 11 /4 ' SHEATHING FASTENED TO 1. TYP. CONNECTION AT STUD COLUMNS, 1 TYP. WALL SECTIONS COMMON. MAX. TOP PLATE w/ 10d @ 3" O.C. JACK-TO-KING ASSEMBLIESF YT 11 - , CORNER POST, ETC. (3) ROW OF O.C.NAILS @ 8 O.C. S2.0 SHEARWALL NOTES: STAGGERED -^� 16" MAX. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY (T , FASTEN CATS EACH END w/ 2x SYP#2 CONT. ATTACH 1. AT ROOF USE N N 3-0.131xN COMMON TOE NAILS TO TOP PLATE AAD TRUSS OPTIONS A,B,C, OR D IN ADDITION TO (2) PLYS w/ 0.131x3" @ 3" O.C. EDGE OF II 2x4 MEMBERS: W 2x MAY OVERHANG TOP PLATE. SHEARWALL 2. USE ALTERNATE A. SHEARWALL OR SHEARWALL AT EXTERIOR WALLS t NAILS ROW OF 0 C • Z rn EXTERIOR WALL ENDING BETWEEN ROOF I � (4) ROWS 12d Q l ' J ALTERNATE A ALTERNATE B ALTERNATE C TRUSSES. v EA.AT 1SID O.C.- 2x6 MEMBERS: r 3 - (2) ROW OF 10d Q . USE ALTERNATE RATED SHEATHING, E & F FOR FLOOR (3) ROWS 12d NAILS @ 4" O.C. ' , t BOUNDARY OF SEE GENERAL NOTES. ROOF FLOOR DECK 10d @4"O.C. TRUSS ATTACHMENT AT 12" O.C. 2 PLY L 3 PLY STAGGERED W SHEATHING /� OSB DIAPHRAGM FASTEN . . . . . . . . . . . _ TRUSS . EA. SIDE. BEAM. BEAM. . .. TO NAILER w/ (1) ROW 8d 2x4 SPF#2 CONTINUOUS EXAMPLE OF PANEL @ 3" O.C. FASTEN TO TOP LEDGER FASTENED FLOOR 2 & 3 PLY BEAMS 7 2x4 OR 2x6 POST 2x8 POST PLATE w/ (2) ROWS /16 OSB TRUSS WEBS WIT TRUSS. EDGE w/ BLOCKING (3)ROWS OF 63/4" C WHERE REQUIRED BY � OF 8d @ 3" O.C. BLOCKING w/3-0.131x3" L GENERAL NOTES. PANEL FLOOR COMMON. (3)ROWS OF 5 TRUSSLOK 2x4 SPF FRAMING ALL AROUND ENGINE OK SYP#2 2x4 NAILER FASTENED ENGINEERED WOOD ENGINEERED WOOD 12" @ 24" @ 24"o.c TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT FASTENERS o.c FASTENERS � L i�••L�j AS SHOWN 2 ROWS 0.131x3 @ 3 O.C. INTERIOR 3-0.131x3 NAILS @ 6 O.C. PLATE w/ 4-0.131x3" NAIL SPACING AT ( ) O.C. FASTENED TO TOP AS SHOWN SUPPORTED EDGES, GENERAL NOTES SHEARWALL. COMMON. SW-2 SHEARWALL OR EXAMPLE OF UNSUPPORTED (-16d NAILS EXTERIOR WALL 3-PLY 4-PLY 0 (TYPICAL) (UNBLOCKED) PANEL EDGE ALTERNATED ALTERNATE E ALTERNATE F 14" LVL AND GREATER (TYPICAL) NAILING TO INTERMEDIATE 5 SHEARWALL ATTACH MENTA ROOF , FLOOR 6 BUILT-UP MEMBER FASTENING SUPPORT IS 6" O.C. T7MAX. ROOF In (UON) TRUSSES, OR S2.0 S2 r ^ FLOOR JOISTS. U J U 4 SHEATHING NAILING DETAIL S2.0 SCALE: 3/4" I I - I SEE DETAIL 5/S4.0 FOR DIAPHRAGM ATTACHMENT I I WHERE APPLICABLE II� II FULL HEIGHT BRICK NOTES / LINTELS H I I _____________ ANCHOR 2x4 BLOCKIN -r-----------� II 11 @24" O.C. FASTE BRICK ANGLE SHALL BE ------------- 6" EACH END w/3-10 HOT DIPPED GALVANIZED I LINTEL DIMENSION MIN. BRG. MAX. SPAN TOENAIL I I L3'/2 x31/2 x'/4 4„ 6'-0„ I I L4x2 x'/4 6" 8'-0" SLOPED BRICK SHELF LL j B C STUD BELOW ANGLE PROFILE L5x31/2"x'/4 6" 10'-0" I LOWER TOP 4-10d PLATE AT BREAK OVER LAP DOUBLE COMMONS �iN 16" 12'-0" O.C. L6x3'/2"x'/4 6" SW 803"/6" SW 8d©3" 6" TOP PLATES . �v�' L7x31/2"x'/4 6" 16'-0" FULL HEIGHT THREADED ROD CONVENTIONAL STRAPPING ORTHOGONAL VIEW WALL I CONDITION TION ITIONS � �.��� 1. STEEL LINTELS TO BE MINIMAL 36" HOLD DOWNS EACH END HOLD DOWN EACH END OF CORNER STEEL GUSSET SIN � LINTEL MUST HAVE CORROSIONS BRICK WOOD (SEE DETAIL TO 0 RESISTANT COATING OF EPDXY BASED f___- VENEER - FULL HT ANCHORS A - UPPER TO LOWER STUDS p �� PAINT. 11 I FRAMING SW 8d@3/6: - (1) /a" OR (2) '/2"0 FULL SW 8d@3/6: (2) CS16 STRAPS THE RIGHT) OQ���� I �__=====1 WE HEIGHT THREADED ROD EACH END g - END STUDS TO FOUNDATION O „ 2. LINTEL MORE THAN 8'-0". SHOULD II______ -BARRIER � Q' L6x4x.375 BRICK SHELF I� DETAILS SSW 8d@3 6: HTT5 OR HDU5 NON-SLOPED BRICK SHELF ANGLE. FASTEN TO EA. WALL BE LATERALLY SUPPORTED NOT TO ©- SOLE PLATE ANCHORS / SEE SCHEDULE ON DETAIL 2/S2.0 ©- SOLE PLATE ANCHORS ANGLE PROFILE STUD (MAX. 16"O.C) %"0 x EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. I p= -� SEE SCHEDULE ON DETAIL 2 S2.0 CORNER WALL INTERSECTION 5" LONG GALV. LAG SCREW SCREWS INTO HEADER PROVIDE A 1/2" 1 ATTACHMENT / CONDITIONS CONDITIONS ICV 16" O.C. VERTICAL SLOTTED HOLE FOR SCREW. IN PRE-DRILLED HOLE. I �_ SEE NOTE 2 NS FROM SHEARWALL NOTES NOTES: . . - 1. PROVIDE '/6" OSB SHEATHING WITH 8d COMMONS @ 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS Le+ 3. BRICK VENEER ATTACHMENT: IIi I DONONCLEART SCALE REFER ENTIOTHE THESE DRAWINGS.IF A DIMENSION IS PROVIDE 3x3xY4" STEEL GUSSET HORIZONTAL TIES © 24" O.C., VERT. FLASHING ARCHITECTURALLDRAWINGSOR PROVIDE 2x BLOCKING AT ALL PANEL EDGES. 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL „ PLATES @ 48" O.C. TIES @ 12" O.C.. (FOR 110mph HEADER OR CONTACrTHEE.O.R 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS 3. O DENOTES FULL HEIGHT ANCHOR, SEE PLAIN 16 O.C. ;ICN FULLY WELDED TO ANGLE BLOCKING, 4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE WHEN BRICK SHELF ANGLE IS WIND-ZONE VERT. TIES @ 16" O.C.)• SEE PLAN BRICK LINTEL, END POSTS FOR SW. 5. CONTRACTOR MAY CHOOSE EITHER OPTION W ERE MULTIPLE AT ALL OPENINGS SPACE TIES WITHIN ANGLED TO MATCH ROOF PITCH s SEE SCHEDULE. (77TOUSEYP LAN N 12" OF OPENINGS. PROVIDE /16'� WEEP 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/S2.0 OPTIONS ARE SHOWN HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION VIEW DESIGN/DRAWN/CHECKED 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.01FRAMED WALL CORNER AND FLASHING. OF BRICK LINTEL CS / RD /LAP DATE 7 TYPICAL SHEARWALL ELEVATION 8 INTERSECTIONS STUDS CONFIGURATIONS 9 BRICK SHELF DETAIL 08.24.17 S2.0 PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. S2.0 S2.0 NOTES: SCALE 1. PROVIDE DOUBLE 2x8 OR LARGER BLOCKING BETWEEN EACH WALL STUD AS NOTED WHERE BRICK SHELF IS LOCATED. STEP BLOCKING WITH ROOF SLOPE. CONTROL NUMBER LPA NO. SIGN-17-00844 SHEET OFFICE COPY S2.0 SHEET 8 OF 12 [LIL Lou Pontigo and D Associates, l n c. WHERE ANCHOR IS SPECIFIED ON FULL HT ANCHOR TERMINATES - CONVENTIONALLY STRAP CONVENTIONALLY STRAP - PLAN ADJ. TO GIRDER/BEAM AT UPPERMOST TOP PLATE WASHER - - \/ 420 Osceola Avenue PLAN _ Q I��I - FULL HEIGHT (2)LSTA18 STRAPS WHERE MAX. ANCHOR WHERE MAX. ANCHOR LOCATE ANCHOR WITHIN w/ NUT AND WASHER D C7 -- L AN ax. Beach, Florida 32250 SPACING IS EXCEEDED SPACING IS EXCEEDED ,I F ,_4VJ ,, ANCHORING SPECIFICATIONS FOLD OVER TOP PLATE-, LATE (2)MSTA24 STRAPS J 6" OF POST. 0 FASTEN w/10-10d FOLD OVER TOP PLATE Ph. 242-0908 Fax. 241-9557 FULL HT. ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18-10d� FL:CA# 8344 SG CA#3579 I I DOUBLE SYSTEM SHALL CONSIST OF %"0 A307 THREADED I I I I I I I �. UPLIFT SOLE i FULL HT. ANCHOR 1 I I TOP PLATE. RODS, ORIENTED VERTICALLY AND ATTACHED TO THE --CONNECTOR PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE I I I I I I I POST, PER I I DOUBLE TOP / SEE PLAN / 1 LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE sxN fkdty� I I I I I I PLAN I PLATE MAXIMUM SPACING _— TOP PLATE, PROVIDE A 2"x 2"x STEEL WASHER. I I I I I I I SEE THREADED ROD — WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 ppfV I I I THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) MINIMUM 2 PLY ��+``` I I I I SPECIFICATIONS ON A OR POST. FULL NEIGH 0 STUD-\ »` �mR C, ,S�•�� I I I I I I SOLID BLOCKING I PLAN I I I MINIMUM �.� �,� s -THREADED ROD — � --- ROD INSTALLATION: AT ALL PLATE PENETRATIONS, 2 PLY a a I I I I ( I WITHIN FLOOR I SEE PLAN — ',_ �I PROVIDE A HOLE IN THE PLATE �'/a" LARGER THAN THE AT 2ND STORY F � I Ikn rRU�S _. __ STUD � oTYP DIAMETER OF THE THREADED ROD USED. WHILE STUDS PROVIDE ( ) I ELEVATION ASINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER (2)CS16 STRAPS(SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AT BASE OFSTUDSFLOORI OR JOIST I � I— — I— WHERE ONE CONTINUOUS ROD IS UNFEASIBLE THE 1 _ _ _ — I © g a FULL HT. ROD SHALL BE INSTALLED APPROXIMATELY CENTERED (FLOOR TO FLOOR) - - � - - - - - I— -� � - �- ANCHOR 6 N �CS16 I I 100 IN HOLE. RODS MAY BE SLANTED FROM TRUE ,, � m j`.rRI e� .� 1 I I I I I I STEEL COUPLER VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO ''' ��. (TYP) I I I I I I I SOLE PLATE ANCHORS AT SILL PLATE AT TOP PLATE QNB I I I I I I I PER SCHEDULE ON PLAN. (OPTIONAL, LOCATE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. LTT20B1. HEADER, I 1 I I AS NEEDED) THE NUT ABOVE THE UPPERMOST PLATE SHALL BEq>�u�"� HEADER, I I I FULL HEIGHT ANCHOR INSTALLATION CHART SECURED OVER THE WASHER TO A SNUG—TIGHT HTT5 IYPICA I I I i I I 1 POST TO I CONDITION PLUS ONE—HALF TURN OF A STANDARD I I I I I I SEE TABLE AT RIGHT WRENCH (APPROXIMATELY 30 FT.—LBS. OF TORQUE). Luis L P o n t i g 1 MATCH FL PE#53311 POST ABOVE I I FOR EPDXY EMBEDMENT THREADED � © O O O DUE TO SHRINKAGE AND COMPRESSION OF BUILDING I I I I I FOUNDATI N, ROD WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE—TIGHTEN NUT TO 30 AND EDGE DISTANCE. FULL HEIGHT REVISIONS DATE I I I I I I I I PER PLAN. HOLE HOLE SPEC. DEPTH DISTANCE FT.—LBS. OF TORQUE AFTER ALL TRADES ARE THREADED ROD ' , COMPLETE AND PRIOR TO INSULATION. SEE PLAN I I I I I I I 3/8 /2"0 /z 2x2x/s" 4„ 4„ 2" 3„ I I I I I I I 1/2 5/8"0 9/16"4 3x3x'/4" 6" 6" 2Y2" 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE ALTERNATE FOR ALTERNATE FOR I I '\ DRILLED & EPDXY ANCHORED. SEE INSTALLATION I I I I INSTALL 11 STORY THREADED RODS EMBEDMENT 5/8 3/4"0 3/a 3x3x'/a" 10" 10" 2Y2" 3" CHART FOR EMBEDMENT AND EDGE DISTANCE 3�g�� FULL HEIGHT ROD 5�g" FULL HEIGHT ROD 6"MAX. FROM WHERE 2-STORY RODS CANNOT BE INSTALLED DEPTH O MONO STEM MONO STEM REQUIREMENTS KING STUD FULL HEIGHT ANCHOR PLACEMENT DIAGRAM FULL HEIGHT ANCHOR WALL SECTION THREADED ROD INSTALLATION CHART 2 FULL HEIGHT THREADED ROD ALTERNATE 1 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM S2.1 SCALE: N.T.S. S2.1 SCALE: N.T.S FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. IF TRUSS REACTION EXCEEDS 23001bs PROVIDE CRIPPLE STUDS MIN 2 PLY STUD MIN 2 PLY STUD DIRECTLY BENEATH TRUSS IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS 2-SIMPSON H2.5T. ITS ACCEPTABLE ITS ACCEPTABLE B B A A TO SISTER A TO SISTER A MIN 2 PLY 36" LONG STUD 36" LONG STUD STUD FASTEN w/12- FASTEN w/12- 0.131x3" GUN 0.131x3" GUN NAILS SIMPSON HTT5 OR f NAILS - UPLIFT CONNNECTOR HDU5. FASTEN ° °o D 1 D D D SEE TRUSS PLAN 26-10d COM ONS C C ° SIMPSON DTT2Z JACK STUD JACK STUD w/8- Ya."x1Y2" AT DOOR o AT DOOR SDS SCREWS °o SIMPSON C C LTT20B Y2" THREADED ROD EPDXIED 4" MIN OR Y4"x3Y2" STRAP KING POST TO 5/8" THREADED Y2x6" TITEN HD PLAN VIEW PLAN VIEW SIM SON LTT20B POST BELOW WITH 2-CS16 STRAP KING POST TO WALL SHEATHING CONTINUOUS TAPCON REC SSED IN SLAB STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 SHEATH WALL DOWN TO THRU LEDGER. ROD EPDXIED ° y2" THREADED ROD SCREW STRAPS WHEN FULL HEIGHT 7.5" MIN ° °° EPDXIED 4" MIN OR w/Y2 THREADED ANCHORS ARE NOT USED FLOOR FRAMING THEN SET ° ROD EPDXIED 4" ANCHORS ARE NOT USED LOWER TRUSSES. 1'2x6" TITEN HD HEADER DOWN CONNECTION HEADER UP CONNECTION STUD WALL FRAMING w/ 2x SOLID BLOCKING CONC. CONC. CONNECTION UPLIFT CONNECTOR CONNECTION 8d RING SHANK AT SHEATHING EDGE V, SLAB 71 SLAB CALL OUT CALL OUT UPLIFT CONNECTOR TO BLOCKING @ 3" O.C. A H2.5T @ 32" O.C. TOP & BOT A LSTA18 @ 32" O.C. M ELEVATION VIEW ELEVATION VIEW B SEE PLAN B SEE PLAN l C (1)MSTA24 STRAPS C (2)CS16 STRAPS m D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD SEE PLAN ROOF TRUSS w N HTT5 or HDU5 DTT2Z LTT20B OPTION A OPTION B OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) OR JOIST CONTINUOUS 2x6 SYP#2 `nV, LEDGER FASTEN WITH i V 5-0.131x3" EA. STUD. m 5 HEADER TIE DOWN 6 WALL ADJACENT TO ROOF CONNECTION -j Q HOLD DOWN ATTACHMENT DETAIL WHEN 4 JAMB FASTENING WHEN 52.1 SCALE: N.T.S. W Q 3 NOTED NOTED S2.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S2.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S2.1 LL O LL W W �' 2x4 BLOCKING. � J MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE BRACING NOTES AND SPECIFICATIONS Z TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT O FOR T-BRACE SHALL BE 1x4 SYP#3 O OR BETTER OR 2x4 SPF#2 OR BETTER. In \v/, (UON) -r ^ Y IJ (1)DIAGONAL BRACE PER 2.)BRACING LUMBER SHALL INTERSECT v (4) TRUSSES APPLIED I°I THE WEB OF THE BRACED TRUSS, PER � EXTEND SHEATHING VERT. TO BACKSIDE OF WEB. I I DELEGATED TRUSS ENGINEER. 16d @ 8" O.C. TO TOP OF TRUSS AS SHOWN. I°I PROVIDE 2x4 BLOCKING I 3.)PERMANENT PERMANENT BRACING CONT. RIBBON AT HORIZONTAL JOINTS. I°1 16d @ 8" O.C. UPLIFT ROOF SHEATHING, SEE BRACING APPLIED TO I I WHERE NOTED ON TRUSS MFR. SHOP FRONT SIDE OF WEBS. 1,1 DRAWINGS. THE CONTRACTOR SHALL BOARD (TYP) CONNECTOR, SPECIFICATIONS BELOW. 11 PROVIDE 1x4 SYP#3 OR BETTER 2x4 SYP#2 HORIZ. BRACING @ SEE PLAN HEEL > 1'-0" T-BRACE FASTENED TO I BOTTOM CHORD BRACING 24" O.C. BETWEEN OUTER WALL FLOOR SHEATHING, PRE-ENGINEERED WOOD WALL FRAMING WEB w/ 12d @ 6"O.C, 1°I PERPENDICULAR TO TRUSS BOTTOM & FIRST INTERIOR TRUSS. NAIL — SEE SPECIFICATIONS 2x SPF BLOCKING ROOF TRUSSES. PER PLAN T-BRACE TO BE THE I I CHORDS AND ATTACHED TO EACH EACH END w/ 3-0.131x3" NAILS 0 0 � RIPPED TO FIT I°I TRUS WITH 2-8d COMMON NAILS. ATz Ld Z w WITH GAP SHOWN SAME SIZE, SPECIES, I I GABLE END WALLS PROVIDE DIAGONALS (TYP) Q Q Q AND GRADE AS WEB 1°1 AT END WALLS PROVIDE DIAGONALS Q w 0 CONTINUOUS LATERAL BRACING, SEE TO BE BRACED. 1 I ENGINEERED FLOOR I 1x" SDS SCREW @ TRUSS SHOP DRAWING FOR QTY. AND I°I (APPROXIMATELY 45%) TO THE TRUSS, SEE PLAN. 1 "� WALL STRAPPING NOT 16" O.C. TOP & BOT. � o c=iT o OF PLATES. LOCATION. IF MORE THAN (1) LATERAL 1 1 ADJACENT EXTERIOR PERPENDICULAR J zo J zo SHOWN FOR CLARITY BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING r Q r AS SHOWN. I I TO FORM A ZIGZAG PATTERN ALL x4 SYP#2 DIAGONAL � m � m CONSTRUCTED OF THE SAME BRACING FASTEN EA. END n z z UPLIFT MATERIAL. THIS REQUIRMENT IS NOT Q Q SHEATHING MAY CONNECTOR, NECESSARY AT HIP ROOFS. ALSO w/3-10d COMMONS -_-- - TERMINATE AT SEE PLAN FULL HEIGHT ALONG EXTERIOR WALLS PARALLEL TO w N ENGINEERED FLOOR >N ANCHOR, SEE PLAN. BOTTOM CHORD BRACING PROVIDE CEILING ENGINEERED FLOOR o TRUSS, SEE PLAN. o UPLIFT TOP OF DBL. (4)1.75x7.25 DIAGONALS IN THE END SPACE LINE TRUSS, SEE PLAN. CONNECTOR, TOP PLATE. 1.9E LVL PLATE BETWEEN THE WALL AND THE FIRST WALL FRAMING WALL FRAMING SEE PLAN TYPICAL CONNECTION LINE OF BOTTOM CHORD BRACING ATA FLOOR TRUSS PARALLEL FLOOR TRUSS PERPENDICULAR 5" < HEEL < 1'-0" HEEL < 5" MAXIMUM SPACING OF 20 FEET. 7 8 FLOOR TRUSS AT WALL FRAMING 9 ROOF TRUSS CONNECTION 10 QUAD PLATE DETAIL PERMANENT TRUSS BRACING S2.1 s2.1 �21 S2.1 WOOD F 11 RAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R 7TOUSEY NAME DESIGN/DRAWN/CHECKED CS / RD /LAP DATE 08.24.17 SCALE AS NOTED CONTROL NUMBER LPA NO. SIGN-17-00844 OFFICE COPY SHEET S2.1 SHEET 9 of 12 I _ TOP PLATE TO STUD ROOF FRAMING H2.5T @ 32" ON—CENTER UPLIFT CONNECTOR FOR RAISED HEADERS, STRAP THE TOP H2.5T AT 2ND STORY_,&,_ PLATE TO HEADER WITH LSTA12 @ 32" O.C. TOP PLATE ELEV. ' IN LIEU OF THE H2.5T STRAPS ROOF FRAMING I Lou Pontigo and ASSOCIateS, InC. ROOF 420 Osceola Avenue FRAMING i )ax. Beach. Florida 32250 Ph.242-0908 Fax. 241-9557 TOP PLATE TO STUD FL: CA# 8344 SC: CA#3579 H2.5T @ 32" ON—CENTER H2.5T TOP & 2ND STORY BOT. OF CRIPPLE TOP PLATE ELEV. MSTA24 STRAP EACH STUD @ 32" O.C. i j SIDE OF HEADER STUDS TO TOP PLATE �N"°"� :)/V rs STUD TO BOT PLATE: .* aa � �e TOP PLATE TO STUD BOT PLATE TO TRUSS 9Aa= k H2.5 T @ 32" ON—CENTER SIMPSON H2.5T Y4 x4 LAG SCREW TOP & BOT. OF SIMPSON H3. 1�` .^"® �0, p. ,�(� '.� � WITH ROUND WASHER @ 32" O.C. �; �' - '; o CRIPPLE STUD STUD TO LOWER FRAMING: AT EACH FLOOR TRUSS HEADER TO JACK STUD �, y � MSTA24 STRAP EACH @ 32 O.C. MSTA48 OR CS16 STRAP _ @ 48" ON—CENTER 10 0 SIDE OF HEADER KING STUD TO LOWER FRAMING (2)MSTA48 OR CS16 (2)MSTA48 OR CS16 STRAPS STRAP EACH END OF WALL SEGMENT , . " ' Luis A. s t o, PE STUD TO LOWER FRAMING: F L P E#533 1 1 MSTA24 OR CS16 STRAP @ 32" ON—CENTER 2ND FLOOR ELEV. I I It lit BOT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE STUD TO BOT PLATE: REVISIONS DATE (2)MS24 OR (2)CS16 Y4"x4" LAG SCREW SIMPSON H3. SAPS EACH END WITH ROUND WASHER @ 32 O.C. OF WALL SEGMENT 1ST FLOOR TOP AT 24 O.C. PLATE ELEV. 2�W FLOOR ELEV. Ffi FULL HEIGHT ANCHOR. S E FIELD ALTERATION PLAN FOR SIZE AND SPACI G CONTRACTOR SHALL CONTACT LOU KING STUD TO LOWER FRAMING WOOD BEAM (2)MSTA24 STRAP EACH SIDE OF HEADER SOCIATES PRIOR TO MAKING ANY SSTTR STRUCTURAL FIELD PARALLEL_ TO WALL ABOVE MODIFICATIONS WHICH MAY VARY (2)MSTA24 OR CS16 STRAPS FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO 1 CONVENTIONAL STRAPPING TO BEAM BELOW 2 CONVE TIONAL STRAPPING OVER HEADER 3 WALL STRAPPING DETAIL BEING APPROVED BYLOU IGO& ASSOCIATES MAY RESULTESULTI ADDITIONAL ENGINEERING OR S2.2 SCALE: N.T.S. S2.2 SCALE: N.T. S2.2 SCALE: N.T.S. INSPECTION FEES. CRIPPLE 2x6 SYP#2 BLOCKING BETWEENSTUD EA. TRUSS. FASTEN TO TOP OVERLAP SIDEWALL SHLATH w/7/6 OSB 2x6 SYP#2 NAILER PLATE w/ 10d @ 4" O.C. TOP PLATE FASTENED w/8d FASTENED TO TOP COMMON @ 3" O.C. GARAGE HEADER, I GARAGE PLATE w/ 10d @ 3" O.0 EDGI` &; 6" O.C. FIELD SEE PLAN ` SEE PLAN GARAGE HEADER ALWAYS PLACE GOAL POST. FASTEN TO STUD HEADER AT PACK WITH 2—ROWS OF 16d P OF PORCH SHEATHING, HEADER I (2)20ga STRAPS i-O OPENING GH RING SHANK NAILS @ 12" O.C. (2)MSTA24 (2)MSTA24 SEE SPECIFICATIONS END I HEADER TO JACK ATTACH GARAGE DOOR THRU BELOW UPRIGHT BUCK DIRECTLY INTO (2)2x6 KING STUDS HTT5 W/ STUD PACK, PER GARAGE DOOR PORCH PARALLEL HEADER & SUPPORT II (2)2x6 JACK STUDS 5/8" THREADED RODSUPPLIER TO WALL PORCH POST, PER PLAN. I (2)MSTA24 PERPENDICULAR STRAPS EPDXIED 12"_\ o I A HEADER AT E TO WALL HTT5 w/ TO (2)2x STUD CORNER 5/$" THREADED ROD 2 2 2 OPENING JACKS AND KING 24" 16 GUAGE POST BASE: EPDXIED 12" s s' o s s s s STUDS PER PAN. STRAP w/11— POST 24" 16 GUAGE 4x4 POST:ABU44 P.T. SOLE PLA E 10dx1Y2" EA. END BELOW STRAP w/11— 6x6 POST:ABU66 _ lOdx1Y2" EA. END GARAGE SOLE PLATE HTT5 w/ PORCH. FLOOR ANCHOR EPDXIED EA2ED ROD Mm SLAB SOLE PLAT ` . . .� HTT5 w/ l^� ,) PORCH HEADER, — a 5/8" THREADED ROD P.T. SOLE W l V SEE PLAN HTS16 — " ' ANCHOR °•�d GARAGE WING WALL SECTION STRAPS MSTA24 5/s" ROD a a THICKENED SLAB EDGE STRAPS EPDXIED 6" MIN AT GARAGE OPENING. EPDXIED 12" PLATE � ^ ' 4 < rn ° v PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF °° NOTES: SOLE PLATE ANCHOR PORCH HEADER PORCH HEADER PORCH HEADER AT CORNER POST AT POST AT POST 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. — — — — PORCH SHEATHING SPECIFICATIONS: GARAG WING WALL ELEVATION (w( �1''� �_ 1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6" O.C. EDGE & FIELD V OR _ L — — — — � THICKENED SLAB EDGE AT ISL 3/8" (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS @ 6" O.C. EDGE AND FIELD GARAGE OPENING. O LL 4 TYPICAL PORCH FRAMING DETAILS (WOOD) LL 'SEN 5 GARAGE HEADER FRAMING 6 GARAGE CENTER WALL FRAMING S2.2 NOTEDIn/ w S2.2 SCALE: N.T.S. S2.2 SCALE: N.T.S. W W 6 DBL. TOP MAXNOTCH HEADER Z PLATE , BELOW TOP PLATE RAILING BY BUILDER. O ° ° PORCH UPPER EXTERIOR C ° ° 8—GUN NAILS ° o�HEADER, WALL. WATER PROOFING SEE PLAN. WATER PROOFING NBOTWITHIN SCOPE Ln [ , FULL HEIGHT ANCHOR OR OF LOU PONTIGO & ASSOCIATES. v DTT2Z HOLD DOWN AT BASE MIN. (2)2x4 WOOD OF POST. CS18 @ BASE IF PORCH IS AT 2ND LEVEL. BELOW. & (1) ADJ. SHEATH UPPER TO PORCH HEADER. WALL THRU LOWER 2x12 SYP#2 @ OPTION A DECK TO BOTTOM 16" O.C. OF BEAM. RIMBOARD. LSTA12 FOLDED OVER TOP FLOOR SYSTEM ___________ DOUBLE TOP PLATE PLATE w/5-10d NAILS NOTCH JOIST CONTINUOUS OVER INTO TOP PLATE & 5-10d SLOPE JOIST " OVER PLATES 6» HEADER NAILS INTO BEAM. SPACE PER FOOT MIN. MAX @ 48" O.C. OMIT IF WALL SHEATHING IS INSTALLED ON FACE OF BEAM FURR DOWN GELLING (BY BUILDER) 8—GUN a GIRDER FLOOR BEAM. NAILS SEE PLAN. FASTEN JOIST TO FIRST ANCHOR OR STORY BEARING WITH 2-12d FULL HEIGHT ANC DTT2Z HOLD DOWN H BASE TOENAILS & 1—SIMPSON H2.5T (2)2x6 ADDITIONAL PLATES TO SUPPORT DECK JOIST. OF POST. CS18 @ BASE IF MIN. (2)2x4 WOOD FASTEN JOIST TO GIRDER PORCH IS AT 2ND LEVEL. OPTION B BELOW. & (1) ADJ. BEAM WITH LUS210 SDWC15600@ 16" O.C. TO PORCH HEADER. HANGERS. TYPICAL PORCH BEAM CONNECTION 8 PORCH SECTION S2 2 S2.2 SCALE: 3/4" = 1'-0" WOOD FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME TOUSEY DESIGN/DRAWN/CHECKED CS / RD /LAP DATE 08.24.17 SCALE AS NOTED CONTROL NUMBER LPA NO. SIGN-17-00844 SHEET OFFICE COPY S2.2 SHEET J O 2 ROOF SHEATHING, SEE SPECIFICATIONS ') Lou Pontigo ..,,d Associates, Inc. DOUBLE 2X4 TOP PLATE 2X4 LEDGER FASTEN TO TRUSS Florida JL I w/2-12d COMMONS BRICK lax. Beach,420 Osceola venue Ph 242-0908 Fax. 241-9557 FL: CA# 8344 SC:CA#3579 USP HTW20 STRAP. WRAP WATER PROOF THROUGH–WALL AROUND MAIN HOUSE TOP DOUBLE TOP PLATE MEMBRANE BY BUILDER 1" MIN AIR SPACE PLATE a 2x6 SYP#2 LEDGER FLOOR TRUSS 2x6 SYP#2 LEDGER A35 ANGLE w 4-12d COMMONS 16 GAUGE 24" STRAP w/4-12d COMMONS / © 16" O.C. 5 2 2x6 SYP#2 BLOCKING. ��,e►e �' POAI H.D.G. L6x4x/6" BRICK SHELF. ( ) # AT EACH SIDE OF EACH FASTEN TO BLOCKING w/ 5/a"� FASTEN WITH 5-0.131x3" CORNER 6 TOTAL �1v``` ,,.�.m... @ 16 O.C. THRU BOLT GALV. C�? 12" O.C. ® TO EACH STUD. FASTEN ,�d�4 �,�°'�,'� ''- o0 ( )� ® TOP & BOT OF BLOCKING ROOF SHEATHING PER EACH END w/ A34 ANGLE. g DOUBLE 2X4 TOP PLATE MAIN HOUSE WALL I 16 GAUGE 24" STRAP ROOF SHEATHING PER 1" CLEARANCE BETWEEN AT SAME ELEVATION AS ; I SHEATHING CONSTRUCTION SPEC's AT EACH SIDE OF EACH CONSTRUCTION SPEC's ANGLE AND LEDGER. 2x6 CRIPPLE STUD �k C HOUSE TOP PLATE , I CONTINUOUS THRU *� e CHIMNEY FRAMING OF CORNER (6 TOTAL) LTT20B w Ox5" 2x6 SYP#2 ROOF RAFTERS BELOW EACH END OF 2x6 SYP#2 ROOF RAFTERS / C�? 16" O.C. FASTEN EACH BLOCKING. FASTEN STUD z,��"a �� �$„ , # LAG SCREWS IN ROOF SHEATHING PER EACH @ 16” O.C. FASTEN EACH PRE–DRILLED HOLE. END w/ (4)10d TOENAILS w/10d ® 6 O.C. ,�'�, rC` ���x ,aQ` � WALL SHEATHING USP HTT16 (1 AT CONSTRUCTION SPEC's .'� ° END w/ (4)10d TOENAILS '� �' '� SEE CONSTRUCTIONX IN OUTSIDE CORNER, 3 DOUBLE TOP PLATE 1' 2 TOTAL /8 x14' LAG SCREW 2x6 SYP#2 ROOF RAFTERS ® LTT20B w/ 1' Ox5" SPECS I MAIN HOUSE �F 3/8"x14" LAG SCREW RECESSED EXTERIOR WALL 1 RECESSED A35 ANGLE © 16" O.C. FASTEN EACH LAG SCREWS IN I � ® Luis A. Pontigo, PE BEAM, SEE PLAN. v LTT20B w/ "�x5" LAG END w/ (4)10d TOENAILS ® PRE–DRILLED HOLE. BEAM, SEE PLAN. 0 - SCREWS IN PRE–DRILLED HOLE. F L P E#53311 I � _ 7 Y2"x8" LAG SCREW N 3/8"x14" LAG SCREW ® REVISIONS DATE _ N 4x6 HORIZONTAL LEG RECESSED DOUBLE 2X4 STUDS I 4x6 HORIZONTAL LEG RECESSED INTO Y2"x8" LAG SCREW � Y2"x8" LAG SCREW AT CORNERS 1 o (3)2x6 POST 3/8"x8" LAG SCREW RECESSED INTO BEAM, SEE PLAN. v RECESSED INTO FLOOR I USP HTW20 STRAP. WRAP 3/8"x8" LAG SCREW RECESSED (3)2x6 POST _ = LEDGER I FRAMING I AROUND MAIN HOUSE TOP RECESSED N I PLATE 6-10d TOENAILS 6-10d TOENAILS USP HTW20 STRAP. WRAP I P.T CURVED BRACE P.T OUT OF 4x92 4x6 38HORIZONTAL AG SCREW 7 CUT OUT OF 4x12 /8 T A 3 GALV THRU AROUND MAIN HOUSE TOP I 3/8"x8" LAG SCREW RECESSED PLATE I MAIN HOUSE 3 — BOLTS (3 LOCATIONS) I�EXTERIOR WALL /8"x8" LAG SCREW RECESSED RECESSED (3)2x6 POST Y2"x8" LAG SCREW PCUT OUT OF.T CURVED B 4x12 16 GAUGE 24" STRAP I (3)2x6 POST AT EACH SIDE OF EACH ; I Y2%8' LAG SCREW RECESSED INTO CORNER (6 TOTAL) I RECESSED INTO (3)2x6 POST 3/8"x8" LAG SCREW FIELD ALTEPIATION USP HTW20 STRAP. WRAP (3)2x6 POST RECESSED PONTIGO&ASSOCIATES PRIOR TO CONTRACTOR SHALL CONTACT LOU I AROUND MAIN HOUSE TOP A35 ANGLE MAKING ANY STRUCTURAL FIELD PLATE (3)2x6 P.T. VERTICAL LEDGER. (3)2x6 P.T. VERTICAL LEDGER. MODIFICATIONS WHICH MAY VARY DOUBLE 2X4 TOP PLATE DOUBLE BOTTOM PLATE FROM THE INTENT OF THE ORIGINAL MAIN HOUSE I (3)2x6 P.T. VERTICAL LEDGER. 4x4 VERTICAL 4x4 VERTICAL CONSTRUCTION DOCUMENTS.ANY AT SAME ELEVATION AS , I 2X4 STUDS A35 ANGLE HOUSE TOP PLATE ; TOP PLATE AT CORNER BRICK ANGLE SHALL BE ALL EXPOSED METAL FIELD ALTERNATIONS MADE PRIOR TO I o 4x4 VERTICAL I (2)2X6 HEADER BOTTOM PLATE k4 2X4 STUD � 16" ABOVE CHIMNEY -- HOT DIPPED GALVANIZED CONNECTORS AND BEINGAPPRovEDBVLou I AB FASTENERS SHALL ASSOCIATES MAY RESULT IN OPENING ADDITIONAL ENGINEERING OR I (2)2X– STUDS BE STAINLESS STEEL wsPEcrION FEES. I ( ) I MAIN HOUSE WALL I _ 3 F - BRACKETDETAIL4 BRICK SUPPORT AT SHED ROOF USP HTT16 (1 AT EACH SHEATHING �L 2 SHED ROOF BRACKET DETAIL SHED ROOS2.3 SCALE: N.T.S. OUTSIDE CORNER, I CONTINUOUS THRU FASTEN STUD TO MAIN CHIMNEY FRAMING S2.3 SCALE: N.T.S. S2.3 SCALE: N.T.S. 2 TOTAL) HOUSE STUD w/2–ROWS I WALL SHEATHING OF 12d COMMONS © 12" O.C. SEE CONSTRUCTION SPECS 2X4 STUD @ 16" ELEVATION SOLE PLATE ANCHOR PLAN (MINIMUM 2 PER SIDE) _ �----------------------------- -----~--------------------------------------� TTACHMENT 1 SIDE OF BUILDING A _ Y_ I I ,•_: �,mak -: ` _,,.. r. ,_ �:.�:,. , 1 CHIMNEY FRAMING .. . u ,m S2.3 SCALE: N.T.S 1..-� ex `s... .. k .. .. s'9. b.: _,. "�,... .,, - , „ dS. .. I ._. ..H I �r .<,: ..... .. .. , x. l < _. .. -. _ - .... .. .. a- ,. .., ..,. a. . ,_._.. ,,..... ._. z", . .,...:.., .,.. a. �._ ...n...: ,.. ...� - _ .... _.a _ ... __.. _ ._. _ ...., _ ... -. :' .. .r. .._ ,:.. _. .... - sem-. -• .. .., ,1:; loom SEE DETAIL 5/S2.3. ROOF SHEATHING, 2x8 RIDGE BEAM. ,� 1 SEE SPECS '- 4 I 2x6 SYP#2 P.T. FASTEN RAFTERS 1 I TYPICAL TRUSS/RAFTER I RAFTERS AND HIPS. STRAPPING. SEE PLAN. TO HIPS w/ (4)10d 1 I m TOENAILS. I I SEE LAYOUT VIEW I ROOF SHEATHING, FOR FRAMING NOTES. I Q SEE SPECS I w C) I 2x4 BLOCKING I ICe BET. EA RAFTER. I � � I 1 I I rvi - I BRICK VENEER �^/, I TYPICAL UPLIFT � 1 PER ARCH. L.L. 2x4 SPF#2 @ 16" I STRAPPING, SEE PLAN. �� M O.C. PONY WALL. I ROOF SHEATHING. FASTEN TO L.LJ FASTEN SOLE PLATE LL TO ROOF DECKING I \ LEDGER w/8d © 3" O.C. �'�/ i w/ 16d @ 4 O.C. I {_L W 1 WATER PROOF THROUGH–WALL w J 1" MIN AIR SPACE ® 1 I MEMBRANE BY BUILDER M WALL SHEATHING, I--------------- – -------- ––––––– 1" CLEARANCE BETWEEN • SEE SPECS (2)2x8 BLOCKING BETWEEN ROOF SHEATHING AND ANGLE. EACH STUD WHERE BRICK _ SHELF IS LOCATED PRE–ENGINEERED ROOF SHEATHING, SEE SPECS FASTEN HIPS TO L6x4x.375" BRICK SHELF ANGLE \ TRUSS BY OTHERS. O RIDGE w/ A35 FOLLOWING ROOF PROFILE. FASTEN TO ANGLES EACH SIDE. EA. WALL STUD (MAX. 16"O.C) w/ Ln (1)3/$'O x 5" LONG GALV. LAG SCREW TYPICAL UPLIFT r ^ MSTA24 C� LAYOUT VIEW IN PRE-DRILLED NOALEINFORMA S2.0 `\ STRAPPING, SEE PLAN. In J U EACH CORNER ®® DO NOT FRAME BRICK IN THIS AREA. PRE–ENGINEERED FASTEN W/ (7)10d ROOF TRUSS. 16-0.C. BEAM, SEE PL BRICK VENEER TYPICAL TRUSS/RAFTER STRAPPING. SEE PLAN. PER ARCH. POST BEYOND, SEE L6x4x.375" BRICK SHELF ANGLE PLAN. FOLLOWING ROOF PROFILE. FASTEN TO SECTION VIEW EA. WALL STUD (MAX. 16"O.C) W/— (1)%"0 x 5" LONG GALV. LAG SCREW BRICK ANGLE SHALL BE IN PRE–DRILLED HOLE. SEE 9/S2.0 HOT DIPPED GALVANIZED 5 CUPOLA SECTION FOR ADDITIONAL INFORMATION. S2.3 SCALE: N.T.S. WALL SHEATHING, SEE SPECIFICATIONS ON SO.0 SEE DETAIL 4/S2.3. H2.5T© EACH RAFTER TO STUD 2x6 SYP#2 P.T. BLOCKING WOOD BETWEEN EACH RAFTER. FASTEN BLOCKING EACH FRAMING CUT PRECISE HOLE IN WALL END w/(3)10d TOENAILS. SHEATHING TO ALLOW FOR RAFTER DETAIL TO PENETRATE WALL. WATER PROOFING BY BUILDER. ROOF SHEATHING, SEE SPECIFICATIONS 6 CUPOLA SECTION ON S0.0 S2.3 SCALE: 1/2" = 1'–O" DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS • NOTCH RAFTER TAIL TO ACCEPT FLATWISE 2x6 N0.2 SYP. FASTEN UNCLEARREFERWINGS O THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R 2x6 TO RAFTER TAIL W/ 3-12d FASTEN EACH RAFTER TO ® FACE NAILS (7PLAN NAME WALL STUD w/ TOUSEY 6-1/4"Ox3" SDS SCREWS 2x4 NO.2 SYP FASCIA. DESIGN/DRAWN/CHECKED FASTEN TO TRUSS TAIL CS / RD LAP W/ 2-10d TOE NAILS. DATE FASTEN TO FLATWISE 2x6 W/ 1-12d. 08. SCALE 2x6 SYP#2 P.T. ED RAFTERS © 16" O.C. TR NOT CONTROLNUMBER LPA NO. 7 SHED ROOF SIGN-17-00844 S2.3 SCALE: N.T.S. SHEET OFFICE COPY 52.3 SHEET 11 OF 12 =_ a� PI H lL (2)2x6 HEADER w/ Lou Pon iso and HUC24- 2 HANGER (2)KING STUDS EACH END. Associates, Inc. E A. END OF TYPICAL AROUND 420 Osceola Avenue HEADER (TYP) PERIMETER OF TOWER. lax. beach, Florida 32250 e Ph.242-0908 Fax. 241-9557 FL:CA# 8344 SC:CA#3579 I) ttttttl 4O ilifl,,l, CS16 WRAPPED 24 1 EA. SIDE OF CORNER .,';�'° y�cnis •°c®- (TYP) �°' .53 ° o (2)CS16 FLAT STRAP AROUND CORNER OF DOUBLE TOP -� At •o 00 PLATE (TYP (4) CORNERS OFI�NL TOWER) Luis A. Ponti3o, PE- FL PE#53311 REVISIONS DATE CS16 WRAPPED 24 � 2. 1 OVERLAP ALTERNATING EA. SIDE OF CORNER --,rPLATES w/ PLATES _ (TYP) ON OPPOSITE SIDE OF CORNER (TYPICAL) o o FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO CS16 WRAPPED 2 4" MAKING ANY STRUCTURAL FIELD VAR MODIFICATIONS WHICH MAY VARY OVERLAP A L T E R N A T N FROM THE INTENT OF THE ORIGINAL EA. SIDE O F CORNER CONSTRUCTION DOCUMENTS.ANY PLATES w/ PLATES QUAD PLA E, TYP FIELD ALTERNATIONS MADE PRIOR TO ( ) BEING APPROVED BY LOU PONTIGO& O N OPPOSITE SIDE O F SEE 10 S 2. 1 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. CORNER (TYPICAL) 0 HEADER PER STRAP EA. END o i PLAN OF HEADER o) w/(1 )MSTA24 STRAP CS16 WRAPPED 24" EA. SIDE OF CORNER CS16 WRAPPED 24" (TYP) EA. SIDE OF CORNER (TYP) {Y'} , , I m I 'J^ w N �— Fillo Z CV _jtUtJ Q CD QUAD PLATEw, OVERLAP ALTERNATING (� j:e SEE 10/S2.1LATES w/ PLATES 5- O OVERLAP ALTERNATIN I ON OPPOSITE SIDE OF Q/ PLATES w/ PLATES IT 1111 CORNER (TYPICAL) LL ,(F1 ON OPPOSITE SIDE OF [11 CORNER (TYPICAL) w m _ CS16 WRAPPED 24" O 0 EA. SIDE OF CORNER LIQ (TYP)-- LIQ U HEADER PER Q PLAN —` S TRAP EA. END OF HEADER w/(1 )MSTA24 F. STRAP. CD I co FRONT TOWER ELEVATION DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS I V1 11 13 w UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME TOUSEY DESIGN/DRAWN/CHECKED CS / RD /LAP DATE 08.24.17 1 FRONT TOWER ELEVATION SCALE AS NOTED 53. 0 SCALE: 3/4 "=1 '-0" CONTROL NUMBER LPA NO. SIGN-17-00844 OFFICE COPY SHEET S3.0 SHEET 12 of 12 KEVIN F' . MULLIGAN 516 N I, P-".i INC . TOUSEY RESIDENCE HEET INDEX 550 TIMBER BRIDGE LANE $ P- 1 SITE PLAN ,�- 1 FIRST FLOOR PLAN ATLANTIC BEACH , FLORIDA A-2 SECOND FLOOR PLAN A-3 EXTERIOR ELEVATIONS A-4 EXTERIOR ELEVATIONS �4-5 EXTERIOR ELEVATIONS CODE REQUIREMENTS �-6 EXTERIOR WALL SECTIONS A-7 EXTERIOR WALL SECTIONS NO UNDERGROUND OR OVERHEAD A-8 ELECTRICAL PLAN A-9 ELECTRICAL PLAN UTILITIES IN VICINITY OF PROPOSED WORK * ALL BEDROOMS IN THIS RESIDENCE TO MEET OR EXCEED THE EMERGENCY ESCAPE AND FIRE REQUIREMENTS BY HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5 . 7 SQUARE FEET AND � MEET THE SILL REQUIREMENTS OF LESS THAN 44" ABOVE FINISHED FLOOR . REFER TO WINDOW TAGS AND CORRESPONDING ROUGH OPENING SCHEDULE . TYPE OF CONSTRUCTION " TYPE 5B OCCUPANCY CLASS : GROUP R-3 A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE FLORIDA BUILDING CODE - BUILDING . 2014 EDITION SURVEY SHALL BE ON THE SITE FOR FLORIDA BUILDING CODE - RESIDENTIAL - 2014 EDITION THE BUILDING INSPECTORS PRIOR FLORIDA BUILDING CODE - PLUMBING . 2014 EDITION TO FRAMING INSPECTION OR ALL FLORIDAI BUILDING CODE - FUEL GAS . 2014 EDITION No: DATE: REVISIONS: PROPERTY MARKERS SHALL BE FLORIDA BUILDING CODE - MECHANICAL - 2014 EDITION A2 EXPOSED AND A STRING STRETCHED4 NATIONAL ELECTRICAL CODE - 2011 EDITION F I I FROM MARKER TO MARKER TO NFPA 101 LIFE SAFETY CODE - WITH FLORIDA MODIFICATIONS - 2010 EDITION New Honn� � E VERIFY REQUIRED SETBACKS . NO FLORIDA FIRE PREVENTION CODE - 2014 EDITION F or UNDERGROUND OR OVERHEAD PHYL, 1, 15 & CHIP rou5rly UTILITIES IN VICINITY OF PROPOSED CURRENT CITY OF ATLANTIC BEACH ZONING AND CONSTRUCTION CODES . WORK . This drawing is an instrument of service and the OFFICE COPYd shall publicationbe restricted to the original site for which It is pre— pared and �.of .KeVin E. expressly limited to such use. REVIEWED FOR CODE COMPLIAN,,-6,E Job No: 16-21Sheet OF ATLANTIC BEACH Date: 711912017 ERMITS FOR ADUITIONIAL Scale: 411,11_011 a]REQUIREMENTS��>.,_92�n a��EC I i7 � 1 20'-0" r——— r,,,F--V I N F, M UL, L, I CAN DRAINAGE `� � ELEC RI AL / ARROW L- --J L--- J TANS O MER pr, 516N[� I�., INC / TYPICAL / 5' BRL �� �� 5 BRL CONSTRUCTION 74 -74 SILT / / TOILET FENCE ■ TYPICAL t I I I I / O I I I I I I ------------ 0 -- ------- - — I I I t I I I I -------------- -- I PROPOSED COVERAGE i I _ LOT AREA : 10,464 S.F. LH I / PM BUILDING S.F. : 4,128 S.F. t ---------- --- --- --------- -- - I CONTRACTOR LAY DRIVEWAY: 444 S.F. L------------------- J DOWN AREA ----------------------- ---_— t L---------- COURTYARD TERRACE: 480 I FRONT WALKWAY: 94 S.F. / ------------ - A ----- ----------- _-------- ------- .... ­ Y�__ SERVICE YARD(GRAVEL): 0 S.F. ------ I i J I I r i F r-----j--I I I I I � ------ ---- ------- ---- BREEZEWAY: 60S.F. o II II I I i t I I I — BREEZEWAY: PAVERS 150S.F. iI II I I I I II it I I I I I I TOTAL IMPERVIOUS: 5,356 S.F. t I I I I I % OF COVERAGE _ .51% / II II II II / NOTE: SLOPE COURTYARD TOBREEZEWAYOPEN NG I I I I I / FOR DRAINAGE. I I I / iI II • PROVIDE CATCH BASINS I I I / FOR ADDITIONAL DRAINAGE ----------- TO STREET. ---------- P4 — / I PROVIDE GUTTERS AND DOWNSPOUTS. CONNECT I / I I DOWNSPOUTS TO PIPES FOR DRAINAGE TO STREET. I I CI I I 0.0 •V O 1 00 I I 00 / ------- N��TWO (jT�RY HOME / IS \ COMMUNITY DEVELOPMENT APPROVED No: DATE: REVISIONS: Al2 NSW HOMF-- PHYLL, 15 & CHIP Tou5rly / PL-AN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall N. archi�c�ural sib a� be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to SCALE: 1/4"= 1'-a" such use. Job No: 16215 Sheet No: CONSTRUCTION Date: �/1912017 DUMPSTER Scale: OFFICE COPY Drawn: /�� I Checked: 64'-6" 20'-0" 13'-0" 16-6" 16'-0" ■ ■ 2_-0" 9'-0" 2'-0" 1'-5" 12'-2" 4'-1" 4'-0" K� VI N F , MUL- 1- ICAN INC , I I , \\ -7 5 1 f-----------------i ; I I i I------ -J i _ " r ------------- --------------------------- I I , I I ; ----------------- r=------ ------ -----------------------------j I r 1 SINK A f-—DW t- —— — —r—————— —1 I'. --------------- I I I I I 5'-6" : _ I I ---- ------------------ ----------- : I L_=_� --� �-- ---------------- _— . . I I t I . `I' r I � �) . i .I . ' - -. . . - I . I - _ - - . o • - � I IrIII�I - II - 1I I i I FD I ; .I •- - • I - Imo—J ' - - . - ' . . -_ ' � - I . - �. �� .�•. -.�0j. ;. I r L:—_� : I I I ; I 14 ----------------- . I ----------------------- ------------ -------t I I 1 -- / I oAC I I I CV CP IL Cb / I -- q ---— '---------- ----- LO m /j 2'-8.. 6-8" 2'-8- L I . I N I I r 00 00 N � I I -- I 1 NOTE:6" BLOCK AT GABA GE N1. •�� - \ r-_ --------------------------; I I I . : . a 'I 1---------------- I o \\ \\ / / / \\ •��\\ I I ao o \\\ \ I I t I I No: DATE: REVISIONS: \ L--------- -- 6i \\ \.\ I i I I ----- L- —J ' I 2 -- --- \ -----= N --- ------- --� 3 L_ ----- -__----- ' I N 1 I 1 76"0" I •1 I I I ■ I ; NSW HOMF, 1 6'-6" co 12'-0" I k I T-6" O I\ i I 24'-0.. Fp I CHIPI i r---------------------- '31 0 I L__J ` � II to ■ _j --- J FOUNWA-'ION 24r 6-s 2*-s- - PLAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall fi%njationplan remain his property. The use of this drawing shall be restricted to the original site for which it Is pre— pared and publication thereof is expressly limited to F1 SCALE: 1/4"= 1'-0" such use. Job No: 16-215 Sheet No: Date: 711912011 Scale: OFFICE COPY Drawn: UM ed. ■ 4- • ■ 2 '_O" 13'-0" 15'-6" 16-0" • e 14'-8" 5'-4" 1'-4" 12'-4" 1'-10" 11'-3" 4'-9" MULLICAN 4'-2" 4'_0„ 4'-2" � N� P.J I NC � T-6" 7'-2" 1'-8" 3'-$" 6'-6" 6'-6" 2'-0" 2'-0" 5'-5" 5'-10" ( 90-4) -74� 10" • I PROPOSED SQUARE FOOTAGE SOUTH A/C 1 ST FLOOR = 2898 I PORCH I I 10' PLT AIC 2ND FLOOR = 640 I I I I I I I I PSE 3060 FIXED 30 , TOTAL A/C = 3538 I I 8080 SLIDING FRENCH I I SEAT GARAGE / MECH / STORAGE = 700 C3 O I o PORCHES = 530 (3) 305 CASE W i (3) 301 TRANS MS I 202 FIXED i (2) 3060 CASE I BREEZEWAY = 60 F DEN I Li SHOWER = TOTAL SQUARE FOOTAGE = 4828 \�\ SINK i DW i L/ I -- 10 CLG Y 00 W J W U c 00 0 CD \ / 000 co MASTER N o- n _ o t \\ KITCHEN // PANTRY BEDROOM o W _ \ / o - \ co 10' PLATE / 10' CLG MASTER \ VAULTED N \ / BATH _ 0 10'CLG TUB —- - - \F-- 36' - Tx 6' zC I I REF 17:11 Xo N o co I I - i ,i rn ry 0 o $ - _ � I I WDER LO P Y N W `� 0 //L 10' LG U WC o z / a N / \ o \ 2880 - - —- - - ~ \ SOLID CORE 2880 ) / �� O \ ART ART ART ART U '< I o VEST � z � < z I 10'CLG o � p ' op I X M / ISLAND \ Cl) ( M �V ART ART GALLERY 2 I o HER WIC LL zo --- ----------- ----- --- -------- , 10'CLG `� i 10' CLG o - - r ---- --------- ------ / 8080 SLIDI G FRENCH 3060 FI ED i N o 5'-10" 6'-3" iF 6'-3" 5' 6"cb I V // // TERRACE ¢ � o 0 Cn HIS WIC X - \ N Q I 10'CLG ff - ao i / w / "o,. o I q,> / / \ <\ w I i co _ ch EAST // �\?T\ I DROP -r-- 2880 ------ PORCH / `� ' - 0 10' CLG OCKET 10' PLT / \`� `� \ // / ', % I o I N V� _) i w / / LAUNDRY Q / / r G T ROOM / C // / 0 I o 10'CLG 0 10' CLG `� / O� // / o N v o N O '-611 -5-r4,r-- 4'_1�� 6'_3�� 2'_0' - 1 Q GALLERY 3 o - -- - -- - - `� 0 10'CLG i o co JL 0 0 MEC 1 / c 1 00 CD CD 0 co co ART A Q a0 O // o ------------ STORAGE i f c � I # � � 4080 / - 0 I I I o o I I 0 � I � O / I I -- -- -- o C) ro rn IP- 608 I GARAGE / 10' CLG °FRFtiC/y o , I I 10' PLATE TER A E I I I C 'o r---- -- i -------� oo m I PULL DOWN i/ p / 3; 6 I ( N I I I ATTIC STAIR / 6- / I--� -- ----- �--! I I L-----J I I U -- -----4-I- { I I I I Q I� I I I I I 1 I C) - N / \ LO STAIR HAL 6"0 / I I I 608JFRENCH I I I I I ( Cl) 28'CLG / N -------- -- s'9" � qRT \ ' / BREEZEWAY -i--------- i i 2 ' II I I I A8 \ i / 8' PLA o0 GALLERY 1 \ -I- w q l I I I I I 10'CLG pl FOYER 0 °° 9,_91 15'PLATE Q 0 I I No: DATE: REVISIONS: b ISI HIP VAULT -I-� o I L--------J ( I L- -------_- ,� �3J / ' \ � i I I I � (?J3060,Fj 2 3 908010D W/ 91D80 OD W/ 4 6, i 9 / \ cy 9016,TRANSOM 9016;TRANSOM N N C� e ■ I ( 60801 WOOD I I ( = NSW HOMF_ ENTRY I ( � 11 r I I / _ I i PO CH I I _ For,, / 00 q I I 10' PLATE 00 o PHYLL15 C>( CHIr NOTE: NEW STAIRS TO HAVE 7.325" RISERS. 6 ' To IT5F, (146.5" DIVIDED BY 7.325=20 RISERS) I I PROVIDE NOSING OF NOT LESS THAN 3/4" r(==�--�-_ __-I-____ ( I • • AND NOT MORE THAN 1 1/4". TREADS ARE 11 PROVIDE MINIMUM 6'8" HEADROOM. X3'0, CONTINUOUS HANDRAIL TO BE NOT LESS ' PLAN THAN 34"AND NOT GREATER THAN 38" HIGH. PROVIDE CIRCULAR HANDRAIL WITH This drawing is an instrument of service and the OUTSIDE DIAMETER OF AT LEAST 1 1/4" property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall AND NOT GREATER THAN 2". 6'-6" 11'-0" 6'-6" 1 fir5t f 1 oor lal be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to 1 7'-6" 24'-0" Al SCALE: 1/4" - 1'-0" such use. Job No: 16215 Sheet No: 4 - Date: 711912017 C j'� COPY ®�/ Scale: /411-11-011 OFFICE V`r►C f Drown: K C , Al IChecked: r-,,F, V I N 1 , MULL, I CAN PF1516mr, P-", INC . c 90 -7 - 57� ■ -_ --- --_ ------- I I PROPOSED SQUARE FOOTAGE I I I I I I I I I I A/C 1 ST FLOOR = 2880 I I I I A/C 2ND FLOOR = 640 I I I I I I I I I I I I TOTAL A/C = 3520 I I I I GARAGE / MECH / STORAGE = 700 PORCHES = 530 TOTAL SQUARE FOOTAGE = 4750 I _j I I I I I I I I i I I I I �o„ i --———— — .8,, ———— 6(9, ---- -- / I BEDROOM #3 / 2p I r7,6 10' CLG 0 o / "b / / o ry O 2g A g80 N � WIC #3 NQO� BATH 2 10' CLG / 10' CLG / o o w 141 2860 — \, v� VEST 2 /// JL 10'CLG �� / Cb o ROOM #2 2; / 10'CL CP �o \ ry \ 2 ` o`b / ry `b S) Q \ O (2J 3060 CS / P N F bQ5 / rV o i --------------- �O L? / oho OPEN — ---- -- �, TO BELOW Q' 0 cb I I \ I I No: DATE: REVISIONS: II (2�3p6pF ``o I ( -- ---- -- 1 3 , 8"0'' 0 3 ,6" Cb 4 76" I I I I ■ ■ p., t I I I I PHYtILI15 & CHIP i I I I NOTE: NEW STAIRS TO HAVE 7.325" RISERS. I (146.5" DIVIDED BY 7.325=20 RISERS) I I I Tou5rly PROVIDE NOSING OF NOT LESS THAN 3/4" __ _______ AND NOT MORE THAN 11/4". ��---------�� ■ ■ PROVIDE MINIMUM 6'8" HEADROOM. CONTINUOUS HANDRAIL TO BE NOT LESS OOh THAN 34"AND NOT GREATER THAN 38" HIGH. PLAN PROVIDE CIRCULAR HANDRAIL WITH OUTSIDE DIAMETER OF AT LEAST 1 1/4" AND NOT GREATER THAN 2". This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall 1 seconJ floor I an be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to �,�2SCALE: 1/4" = 1'-0" such use. Job No: 6!215 Sheet No: Date: Scale: OFFICE' OOP Drawn: K�,M Checked: KJ� V I N 1 , M UL, L, I CAN PF� 516NFIPJ INC c 90 -7 - �5 -7 ■ METAL ROOF ON GRACE WATER AND ICE SHIELD OVER 5/8"EXTERIOR GRADE PLYWOOD SHEETING OR 7/16"O.S.B. ON PRE MANUFACTURED TRUSSES. 5 COURSES OF P.T. 1"x 6"T&G SHEATING. _--CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 2"NOSING OVER OPENRAFTER TAILS. METAL ROOF ON TOP OF WINDOW GRACE WATER AND ICE SHIELD P.T.2"x 6"RAFTER TAIL. OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING CEDAR SHAKES ON OR 7/16"O.S.B. ON PRE MANUFACTURED TRUSSES. SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON CONTINUOUS ALUMINUM EAVE DRIP ON 2"x 6"STUDS @ 16"O.C. CONTINUOUS P.T. 1"x 2"NOSING OVER 10'-0"PLATE OPEN RAFTER TAILS. P.T.2"x 6"RAFTER TAIL. 0LV IV L "r. TOP OF WINDOW PAINTED BRICK VENEER ON in SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON T 2"x 6"STUDS @ 16"O.C. PAINTED SHUTTER. 0 12 0 6r- o 50 71 o _ in 15'-0" PLATE M METAL ROOF ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING 12 _ OR 7/16"O.S.B. ON PRE MANUFACTURED TRUSSES. SECOND FLOOR r N 0 6I Ell Iffl] rt `V 1 0'-0"PLATE 10'- " 1"x 6"T&G SHEATING. IV F LV F CONTINUOUS ALUMINUM EAVE DRIP ON TOP OF WINDOW CONTINUOUS P.T. 1"x 2" NOSING OVER T / OPEN RAFTER TAILS. �n P.T. 2"x 6" RAFTER TAIL. o PAINTED BRICK VENEER ON o - U U U o SPRAY WRAP WATERPROOFING 0I I L0 OVER OSB SHEATHING ON 00IE 9 2"x 6"STUDS @ 16"O.C. co bc FIRST FLOOR ® 1170 PAINTED GARAGE DOOR FIRST FLOOR io CV FINISH GRADE FINISH GRADE iv PAINTED BRICK VENEER ON SPRAY WRAP WATERPROOFING i OVER OSB SHEATHING ON PAINTED GATE. 2"x 6"STUDS @ 16"O.C. Forth elevation a 10"SQUARE COMPOSITE COLUMN. A3 SCALE: 1/4"= 1'-0" PAINTED WOOD DOOR. PAINTED SHUTTER DETAIL. COPPER CHIMNEY CAP STAINED CEDAR SHAKE CHIMNEY rM METAL ROOF ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING OR 7/16"O.S.B. ON PRE MANUFACTURED TRUSSES. 5 COURSES OF P.T. 1"x 6"T&G SHEATING. CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 2"NOSING OVER OPEN RAFTER TAILS. P.T. 2"x 6"RAFTER TAIL. 10'-0"PLATE LV LV TOP OF WINDOW ILE LE U LH CD Ll 1 0 eo 12 6 12 12' PLATE KTICHEN 6 SECOND FLOOR 1 10'-0"PLATE 0'-0" PLATE TOP OF WINDOW TOP OF WINDOW No: DATE: REVISIONS: _ o 1 ILL.0 o N 2 bo 0 L 11 F bo 4 FIRST FLOOR N li Y V HOMF FIRST FLOOR Li N =A CC) O1 FINISH GRADE N FINISH GRADE PHYL, 1, 15 & CHIP foU5�Y /� PAINTED HARD[ARTISAN SIDING ON tom/ south elevation SPRAY WRAP WATERPROOFING COMMUNITY I D `�C( p ■ OVER OSB SHEATHING ON DEVELOPMENT 3 SCALE: 1/4"= V-0" 2"x 6"STUDS @ 16"O.C. APPROVED 10"SQUARE COMPOSITE COLUMN. F-[,[�VATI ON S This drawing is an instrument of service and the PAINTED BRICK VENEER ON property of Kevin E. Mullican. and shall SPRAY WRAP WATERPROOFING remain his property. The use of this drawing shall ON 8"CMU. be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to such use. Job No: 16-215 Sheet No: OFFICE Date: 711,912017 COPY Scale: 1 411-11-011 Drawn: Checked: ■ ■ ■ KEVIN M IJI, I, I CAN COPPER CHIMNEY CAP P F1516 N \ I N C I STAINED CEDAR ( 90-4) -74 G� SHAKE CHIMNEY `) METAL ROOF ON GRACE WATER AND ICE SHIELD OVER 5/8"EXTERIOR GRADE PLYWOOD SHEETING 12 OR 7/16"O.S.B. ON PRE MANUFACTURED TRUSSES. 4 CEDAR SHAKES ON SPRAY WRAP WATERPROOFING 17'-0"PLATE OVER OSB SHEATHING ON 2"x 6"STUDS @ 16"O.C. 12 6 TOP OF WINDOW CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 2" NOSING OVER OPEN RAFTER TAILS. 10'-0"PLATE P.T.2"x 6" RAFTER TAIL. 10'-0" PLATE TOP OF WINDOW 0 TOP OF WINDOW 9 o 0 0 1 0 o � o 60 0 w 0 in M 12' PLATE @ KTICHEN SECOND FLOOR 12 4 SECOND FLOOR 0 10'-0"PLATENJqj - 0 10'-0"PLATE TOP OF WINDOW TOP OF WINDOW 0 N � O i O - O O O 00 6o Ll FIRST FLOOR FIRST FLOOR CV - FINISH GRADE N FINISH GRADE PAINTED BRICK VENEER ON SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON PAINTED HARDI PANELS ON K7SPRAY WRAP WATERPROOFING 2"x 6"STUDS @ 16"O.C. OVER OSB SHEATHING ON east evati On 2"x 6"STUDS @ 16"O.C. 10"SQUARE COMPOSITE COLUMN. A4 SCALE: 1/4"= 1'-0" PAINTED BRICK VENEER ON SPRAY WRAP WATERPROOFING ON 8"CMU. PAINTED HARDI ARTISAN SIDING ON SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 2"x 6"STUDS @ 16"O.C. 12 6Ll 12 15'-0"PLATE 6 12 4 10'-0" PLATE 10'-0"PLATE TOP OF WINDOW It111111711F 7, It 0 TOP OF WIND w No: DATE: REVISIONS: it in 1 i 0 0 0 2 0 3 0 4 ■ • I FIRST FLOOR FIRST FLOOR N W HOAAF, N 19 O I FINISH GRADE FINISH GRADE N PHYL, [, 15 & CHIP PAINTED BRICK VENEER ON rou5rly r2 W05t 01OVation SPRAY WRAP WATERPROOFING ON 8"CMU. • ■ PAINTED BRICK VENEER ON A4 SCALE: 1/4"= 1'-0" SPRAY WRAP WATERPROOFING PAINTED HARDI ARTISAN SIDING ON F_XTE,Imo10 P,OP OVER OSB SHEATHING ON SPRAY WRAP WATERPROOFING VA�"I ON 5 2"x 6"STUDS @ 16"O.C. OVER OSB SHEATHING ON 2"x 6"STUDS @ 16"O.C. This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 16215 Sheet No. Date: -111912017 OFFICE COPY Drawn: l/ .,,.o Checked: , ■ • V I N M UL, L, I CAN PF15I6NF' r1,_j INCI c 19o-+> -7-4 -7-4 ■ METAL ROOF ON GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING 12 OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. 41 CEDAR SHAKES ON SPRAY WRAP WATERPROOFING 17'-0"PLATE OVER OSB SHEATHING ON 2"x 6"STUDS @ 16" O.C. TOP OF WINDOW 12 CONTINUOUS ALUMINUM EAVE DRIP ON 61 CONTINUOUS P.T. 1"x 2" NOSING OVER OPEN RAFTER TAILS. P.T. 2"x 6" RAFTER TAIL. I 10'-0" PLATE I I - 0 TOP OF WINDOW LL Ll 0 , 0 IL 0 , bo 0 , M 12 I 4 I SECOND FLOOR 0 10'-0"PLATE TOP OF WINDOW 0 0 0 , bo I t FIRST FLOOR if � N FINISH GRADE north east elevation A5 SCALE: 1/4" = 1'-0" 12 15'-0" PLATE 6 10'-0" PLATE IL 10'-0" PLATE TOP OF WINDOW TOP OF WIND w No: DATE: REVISIONS: 0 1 o j - 2 o oI o 0 a 3 bo b, o 4 0 _ co 0 FIRST FLOOR FIRST FLOOR N F W NOME zo _ r � , Est l f I I I I I I dol\ N . . . N 1 1 l 11 ' ' 111 , N FINISH GRADE FINISH GRADE PHYLL, 15 & CHIP PAINTED BRICK VENEER ON T-0 U/1 y 2 wost court ark 6I6vation SPRAY ON CM�4PWATERPROOFING ■ A5 SCALE: 1/4"= 1'-0" PAINTED BRICK VENEER ON \/ r\ O� PAINTED WRAP ARTISAN SIDING ON SPRAY WRAP WATERPROOFING //X� /-r\ (\ SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON �1_F VATI ON 5 OVER OSB SHEATHING ON 2"x 6"STUDS @ 16"O.C. 2"x 6"STUDS @ 16" O.C. This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 16215 Sheet No: Date: 711912011 Scale: 1/4''-1,-0'1 OFFICE COPY Drawn: AK,�,M Checked: , KEVIN E� , M UL, L, I CAN COPPER CHIMNEY CAP PF1516N� I INC ' CEDAR SHAKES ON r �j SPRAY WRAP WATERPROOFING \ f O4) –7-4 –74 OVER OSB SHEATHING ON 2"x 6"STUDS @ 16" O.C. ■ ■ METAL ROOF ON GRACE WATER AND ICE SHIELD 12 OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING 12 4 OR 7/16"O.S.B. ON PRE MANUFACTURED TRUSSES. 4 F_ CONTINUOUS — CONTINUOUS ALUMINUM EAVE DRIP ON 17'-0" PLATE CONTINUOUS P.T. 1"x 2" NOSING OVER 17'-0" PLATE OPEN RAFTER TAILS. TOP OF WINDOW P.T. 2"x 6" RAFTER TAIL. TOP OF WINDOW 12 6 CEDAR SHAKES ON SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 2"x 6"STUDS @ 16"O.C. 10'-0" PLATE 0 o r; TOP OF WINDOW _ i� TOP OF WINDOW TOP OF WINDOW 0 0 JL 0 iLu 0 - T - O O OLi 11 _I bozo -_ 00 O O i0 co M SECOND FLOOR SECOND FLOOR 12' PLATE @ KTICHEN SECOND FLOOR 0 0 0 10'-0" PLATE 10'-0" PLATE `V `V 10'-0"PLATE TOP OF WINDOW TOP OF WINDOW TOP OF WINDOW O N O O O 1 I O O r � - O O O ' I pp OO - a0 FIRST FLOOR FIRST FLOOR j FIRST FLOOR T N N N FINISH GRADE FINISH GRADE FINISH GRADE PAINTED BRICK VENEER ON SPRAY WRAP WATERPROOFING ON 8" CMU. partial east court ark Ievation partial north easy courtgarId elevation PAINTED HARDI ARTISAN SIDING ON A6 SCALE: 1/4" = 1'-0" A6 SCALE: 1/4"= 1'-0" SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 2"x 6"STUDS @ 16"O.C. P INTED BRICK VENEER ON S RAY WRAP WATERPROOFING 01R OSB SHEATHING ON 2"x 6" STUDS @ 16"O.C. 12 6I — 15'-0" PLATE 10'-0" PLATE 10'-0" PLATE V U011, LV U1_1 TOP OF WIND W TOP OF WINDOW No: DATE: REVISIONS: 0 i0 1 2 0 0 0 0 3 7- 9 0 E a0 4 FIRST FLOORFIRST FLOOR NFW H 111111111111111 11111 L 11 1 1 Ill 11H T I� N 11 Ij X1 .'FINISH GRADE N FINISH GRADE PHYLL, 15 & CHIP rou5rly PAINTED BRICK VENEER ON SPRAY O 8"CMU. WATERPROOFING PAINTED HARDI 4 artial south court arJ elevation SPRAY WRAP WATERPROOFING partial TISAN SIDING ON ■ ■ s artial north court and elevation OVER OSB SHEATHING ON SCALE: 1/4" = 1'-0' SAINTED HARDI ARTISAN SIDING ON qg SCALE: 1/4"= 1'-0" 2"x 6"STUDS @ 16"O.C. A6 �x �io� RAY WRAP WATERPROOFING F_L_�V/' - oN 5 O ER OSB SHEATHING ON PAINTED BRICK VENEER ON 2"x 6"STUDS @ 16"O.C. SPRAY WRAP WATERPROOFING ON 8" CMU. This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre– pared and publication thereof is expressly limited to such use. `lob No: 16215 Sheet No: Date: 111912011 OFFICE COPY Scale: 1,4 - A6 Drawn: K,�,M, Checked: , F-- VI N E� . M UL, L, I CAN PF1516ME- P, INC METAL ROOF ON 12 GRACE WATER AND ICE SHIELD � SPRAY FOAM OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING 6 INSULATION OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. (SEE STRUCTURAL SHEETS). 2"x 6" P.T. BLOCKING Z_O" BETWEENFRAMING, YPICAL APPLY AFTER RAFTER TAILS. 5 COURSES OF P.T. 1"x 6"T& G SHEATHING. P.T. 2"x 6" RAFTER TAIL CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 2" NOSING OVER OPEN RAFTER TAILS. 1"x 8" P.T. FASCIA BETWEEN RAFTER TAILS. SMOOTH FINISH ON 1/2" DRYWALL CEILING ALUMINUM DRIP ON SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES HARDI BOARD 1"x 2" ON CROWN ON ON STRUCTURAL MEMBERS AND CONNECTIONS. HARDI BOARD 1"x 8"TRIM BOARD. Q �tN r 0 0 CEDAR SHAKES ON �0 SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON p 1/2"DRYWALL ON 2"x6" 2"x 6"STUDS @ 16"O.C. z STUDS @ 16" O.C. U- 0 R-19 FIBERGLASS BATT 0 ' INSULATION BETWEEN STUDS O METAL ROOF ON ~ METAL ROOF ON \ GRACE WATER AND ICE SHIELDp GRACE WATER AND ICE SHIELD .,M�N12 2' OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING �� -0" DEEP FLOOR TRUSS PRO FOAM" OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. 12 �- (SEE STRUCTURAL) OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING 6 INSULATION (SEE STRUCTURAL SHEETS). 2._O.. (SEE 1 OR 7/16"O.S.B. ON PRE MANUFACTURED TRUSSES. (SEE STRUCTURAL SHEETS). 2"x 6" P.T. BLOCKING TYPICAL 2"x 6" P.T. BLOCKING BETWEENFRAMING, BETWEENFRAMING, YPI " APPLY AFTER RAFTER TAILS. OAL APPLY AFTER RAFTER TAILS. 5 COURSES OF P.T. �bv 1"x 6"T& G SHEATHING. N 5 COURSES OF P.T. 1"x 6"T&G SHEATHING. P.T. 2"x 6" RAFTER TAIL x 6" RAFTER TAIL CONTINUOUS ALUMINUM EAVE DRIP ON/ CONTINUOUS P.T. 1"x 2" NOSING OVER 1/2" DRYWALL CEILING CONTINUOUS ALUMINUM EAVE DRIP ON � CONTINUOUS P.T. 1"x 2" NOSING OVER SMOOTH FINISH ON OPEN RAFTER TAILS. SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES OPEN RAFTER TAILS. 1/2" DRYWALL CEILING SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES 1"x 8" P.T. FASCIA ON STRUCTURAL MEMBERS AND CONNECTIONS. ON STRUCTURAL MEMBERS AND CONNECTIONS. BETWEEN RAFTER TAILS. 1"x 8" P.T. FASCIA SMOOTH FINISH ON BETWEEN RAFTER TAILS. SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES 1/2" DRYWALL ON 2"x6" ON STRUCTURAL MEMBERS AND CONNECTIONS. STUDS @ 16"O.C. 1/2" DRYWALL ON 2"x6" PAINTED BRICK VENEER ON HARDI BOARD 1"x2" OIN CROWN ON SPRAY WRAP WATERPROOFING R-19 FIBERGLASS BATT STUDS @ 16" O.C. OVER OSB SHEATHING ON Q INSULATION BETWEEN STUDS HARDI BOARD 1"x 8"TRIM BOARD. R-19 FIBERGLASS BATT 2"x 6"STUDS @ 16"O.C. q a0 Lt. INSULATION BETWEEN STUDS 6 71N I! IYQ �-IN O o - o CD D 10"SQUARE COMPOSITE COLUMN. p ao z Q o o z 0 O PAINTED HARDI ARTISAN SIDING ON z SPRAY WRAP WATERPROOFING UO Z OVER OSB SHEATHING ON a 2"x 6"STUDS @ 16"O.C. O LL WOOD BASE-AS PER BUILDER SPECIFICATIONS. WOOD BASE-AS PER BUILDER SPECIFICATIONS. CL O No: DATE: REVISIONS: . . . ..• . .. .. ... .: . . . ... .. OVER 8 C.MU :._;_:•- ..�•_.— - 2 SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES 3 ON STRUCTURAL MEMBERS AND CONNECTIONS. ON STRUCTURAL MEMBERS AND CONNECTIONS. 4 GRADE ff 77H GRADE ■ ■ NSW HOAAF PHYL- L, 15 & CHIP fou5rly X I OIC WALL S�C�IONS wall 5 C�I On 2 Wall I This drawing Is an instrument of service and the 1 5�'C�I�n property of Kevin E. Mullican. and shall A7 SCALE: 1/2"= 1'-0" A7 SCALE: 1/2"= V-0" remain his property. The use of this drawing shall be restricted to the original site for which it is pre- pared and publication thereof is expressly limited to such use. Job No: 16215 Sheet No: Date: -711912017 Scale: 1/211-11-011 I OFFICE COPY Drawn: - Checked: , ■ i KEVIN , MULLICAN BRICK FLASHING UNDER CEDAR SHAKES CAL WALL I NC , WALL PLATE. WOOD FURRING TYVEKo HOMEWRAPo *SEAL ALL TYVEKo JOINTS AND 7/16" PLYWOOD SHEATHING j PENETRATIONS WITH APPROVED TAPE. 2"x6"WOOD STUDS ■ (ex. DUPONT CONTRACTOR TAPE). w/R-19 BA IT INSULATION ■ *FASTEN TYVEKo TO SHEATHING WITH WINDOW WITH 1/2"GYPSUM BOARD LARGE HEAD NAILS INTEGRAL MOUNTING OR USE NAILS WITH LARGE PLASTIC FLANGE ? COMBINATION BRICK FLASHING AND WASHER HEADS. (ex. DUPONT WRAPCAPS) TERMITE SHIELD- NON CORROSIVE MINIMALLY EXPANDING METAL OR 30 MIL PLASTIC. *LOCAL LAWS, ZONING,AND BUILDING CODES VARY AND POLYURETHANE FOAM OR THEREFORE GOVERNS OVER MATERIAL APPROVED CAULKWALLTYPICAL (AROUND WINDOW RSO) CAULKING - MA (AROUND SELECTION AND DETAILING SHOWN BELOW. o WRAP TYVEKo INTO 1"AIR SPACE TYPICAL WALL OPENING &TAPE TO TYVEK HOMEWRAP TYPICAL WALL CEDAR SHAKES SILL (ESP. @ CORNERS) CEDAR SHAKES G 2,x6"WOODSTUDS SHEATHING � WOOD FURRING USING TYVEKo FLEXWRAPT i= WOOD FURRING w/R-19 INSULATION TYVEKo HOMEWRAPo TYVEKo HOMEWRAPo 112"GYPSUM BOARD 7/16" PLYWOOD SHEATHING LAP&TAPE TYVEK AT JONTS(UPPER SHEET 7/16" PLYWOOD SHEATHING 2"x6"WOOD STUDS OIVER LOWER SHEET) 2"x6"WOOD STUDS w/R-19 BATT INSULATION w/R-19 BATT INSULATION BRICK TIES @ 24" O.G. 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD (MAX. 2.67 SQ. FT. PER TIE) MINIMALLY EXPANDING FASTEN TYVEK©FLEXWRAPT-m POLYURETHANE FOAM OR APPROVED CAULK 'ft INSTALL TYVEKo FLEXWRAPTN CORNER USING MECHANICAL o (AROUND WINDOW RSO) OVER MOUNTING FLANGE. LAP FASTENER PROVIDE OPEN HEAD JOINT WEEP HOLES IN BRICK VENEER TYVEKo&TAPE JOINTS. INSTALL TYVEKo FLEXWRAPTm @ 33" MAX. SPACING. WINDOW WITH AROUND PERIMETER OF OPENING INTEGRAL MOUNTING FLANGE doe, FILL SOLID WITH MORTAR. 2 winjow hoaj jetail K3 winjow sill jetall 4 wall detail - brick A8 NTS A8 NTS A8 NTS METAL ROOF ON GRACE WATER AND ICE SHIELD 0��N 12 "PRO FOAM" OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING 6 INSULATION OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. (SEE STRUCTURAL SHEETS). 2"x 6" P.T. BLOCKING Z-o" BETWEENFRAMING, YPICAL APPLY AFTER RAFTER TAILS. 5 COURSES OF P.T. 1"x 6"T&G SHEATHING. P.T. 2"x 6" RAFTER TAIL CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 2"NOSING OVER OPEN RAFTER TAILS. 1"x 8" P.T. FASCIA BETWEEN RAFTER TAILS. SMOOTH FINISH ON 1/2" DRYWALL CEILING ALUMINUM DRIP ON SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES HARDI BOARD 1"x 2" ON CROWN ON ON STRUCTURAL MEMBERS AND CONFECTIONS. HARD[ BOARD 1"x 8"TRIM BOARD. u. Q SIN 0 0 0 T O 0 1/2" DRYWALL ON 2"x6" CEDAR SHAKES ON STUDS @ 16" O.C. SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON O R-19 FIBERGLASS BATT NOTE: CANTILEVER TRUSSES 6" 2"x 6"STUDS @ 16"O.C. p INSULATION BETWEEN STUDS AT GARAGE. METAL ROOF ON METAL ROOF ON 2'-0" DEEP FLOOR TRUSS GRACE WATER AND ICE SHIELD MSN 12 2 x 10 TRIM BAND. OVER 5/8"EXTERIOR GRADE PLYWOOD SHEETING 6 PRO FOAM" INSULATION OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING GRACE WATER AND ICE SHIELD (SEE STRUCTURAL) OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. /OR 7/16" O.S.B. ON CONVENTIONAL FRAMING. (SEE STRUCTURAL SHEETS). (SEE STRUCTURAL SHEETS). 2'-0" 2"x 6" P.T. BLOCKING 2'-0" 6" BETWEENFRAMING, YPICAL A APPLY AFTER RAFTER TAILS. 12 �� ��?� 5 COURSES OF P.T. 6 `V 1"x 6"T&G SHEATHING. P.T. 1" x 6"T&G SHEATHING. P.T. 2"x 6" RAFTER TAIL CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 2"NOSING OVERCONTINUOUS ALUMINUM EAVE DRIP ON OPEN RAFTER TAILS. 1/2" DRYWALL CEILING CONTINUOUS P.T. 1"x 2" NOSING OVER SMOOTH FINISH ON OPEN RAFTER TAILS. 1/2" DRYWALL CEILING P.T. 2"x 6"RAFTER TAIL 1"x 8" P.T. FASCIA SMOOTH FINISH ON BETWEEN RAFTER TAILS. SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES 1/2" DRYWALL ON 2"x6" ON STRUCTURAL MEMBERS AND CONNECTIONS. STUDS @ 16"O.C. LL 1/2"DRYWALL ON 2"x6" R-19 FIBERGLASS BATT STUDS @ 16"O.C. Q INSULATION BETWEEN STUDS R-19 FIBERGLASS BATT PAINTED HARDI ARTISAN SIDING ON INSULATION BETWEEN STUDS ti SPRAY WRAP WATERPROOFING SEE STRUCTURAL SHEETS FOR ENGI EERING NOTES OVER OSB SHEATHING ON X ON STRUCTURAL MEMBERS AND CON ECTIONS. Q –IN 2"x 6"STUDS @ 16"O.C. 00 o 0 bo o Z O Q ALUMINUM DRIP ON PAINTED BRICK VENEER ON Z HARDI BOARD 1"x 2" ON CROWN ON O SPRAY WRAP WATERPROOFING HARDI BOARD 1"x 8"TRIM BOARD. LL _ OVER OSB SHEATHING ON O 2"x 6"STUDS @ 16"O.C. a_ U_ WOOD BASE-AS PER BUILDER SPECT (CATIONS. a_ WOOD BASE-AS PER BUILDER SPECIFICATIONS. O BRICK VENEER OVER 8"C.M.U.. BRICK VENEER No: DATE: REVISIONS: — — -.. ..., AT GARAGE 2 SEE STRUCTURAL SHEETS FOR ENGI EERING NOTES ON STRUCTURAL MEMBERS AND CO NECTIONS. SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES 3 `V C14 ON STRUCTURAL MEMBERS AND CONNECTIONS. 4 GRADE t ■ III NFW HOMF ... .. Ve For_ PHYLL, 15 & CHIP T01_15Fy ■ E�xTF-P,IOt? WA, S�C�"IONS 1 wall sic '! ion 2 wall j�C�iQn This drawing is an instrument of service and the A8 SCALE: 1/2"= V-0" property of Kevin E. Mullican. and shall SCALE: 1/2"= 1'-0" remain his property. The use of this drawing shall A8 be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 16-215 Sheet No: Date: 111912017 OFFICE COPY Scale.-: 1/211-11 A(9 Checked: , ■ i M UL, L, I CAN 516 NF, P, INC C 90 -7 �2- - -7-4 4,o,MSN 12 (SEE STRUCTURAL SHEETS). 2'-0„ 41 ppeed y 2"x 6" P.T. BLOCK ING TYPICAL GRAC;EIVG ET WN OVER 5/8" EXTERIOR GRADE PLYW IF4% OR 7/16" O.S.B. ON PRE MANUJFACT OFTEAMRS. P.T. 2"x 6" RAFTER TAIL CONTINUOUS ALUMINUM EAVE DRIP ON/ CONTINUOUS P.T. 1"x 2" NOSING OVER OPEN RAFTER TAILS. 1"x 8" P.T. FASCIA BETWEEN RAFTER TAILS. Ll I 1"x 8" P.T. FASCIA BETWEEN RAFTER TAILS. ALUMINUM DRIP ON HARD[ BOARD 1"x 2" ON CROWN ON HARDI BOARD 1"x 8"TRIM BOARD. CEDAR SHAKES ON SPRAY WRAP WATERPROOFING - 0 OVER OSB SHEATHING ON 2"x 6"STUDS @ 16"O.C. N CED' R SHAKES ON METAL ROOF ON 2"x 10"TRIM BAND. SPR Y WRAP WATERPROOFING GRACE WATER AND ICE SHIELD OVER OSB SHEATHING ON OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING OR 7/16" O.S.B. ON CONVENTIONAL FRAMING. 2"x "STUDS @ 16" O.C. (SEE STRUCTURAL SHEETS). SMOOTH FINISH ON 1/2" DRYWALL ON 2"x6" PAINTED BRICK VENEER ON STUDS @ 16"O.C. SPIR Y WRAP WATERPROOFING OVER OSB SHEATHING ON P.T. 1"x 6"T& G SHEATHING. R-19 FIBERGLASS BATT 2"x "STUDS @ 16"O.C. INSULATION BETWEEN STUDS CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 2" NOSING OVER OPEN RAFTER TAILS. P.T. 2"x 6" RAFTER TAIL PAINTED HARDI ARTISAN SIDING ON SPRAY WRAP WATERPROOFING OVER OSB SHEATHING ON 2"x 6"STUDS @ 16"O.C. ALUMINUM DRIP ON HARDI BOARD 1"x 2" ON CROWN ON HARDI BOARD 1"x 8"TRIM BOARD. PAIN TED BRICK VENEER ON SPR NY WRAP WATERPROOFING OVER OSB SHEATHING ON 2"x 6" STUDS @ 16"O.C. No: DATE: REVISIONS: A 2 3 4 RADE , N W HOMF_ 01� PHYLL, 15 & CHIP E�XTI�P101, WALL ,�/ S�C�"10N5 1 wall I I s�C�I O� 2 This drawing is an instrument of service and the i���r i or (�v��i o>� property of Kevin E. Mullican. n A9 SCALE: 1/2" 1'-0" remain his r and shall A9 SCALE: 1/2"= 1'-0" property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 16-215 Sheet No: Date: 711912017 Scale: OFFICE COPY Drawn: Checked: , ■ KF, V I N 1 , M UL, L, I CAN r 1, 516 N F__ F_j INC . C 9O -77� 2'-0" TYPICAL METAL ROOF ON GRACE WATER AND IC =SHIELD 12 OVER 5/8" EXTERIOR G BADE PLYWOOD SHEETING OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. 6 (SEE STRUCTURAL SH ETS). CONTINUOUS ALUMINU EAVE DRIP ON CONTINUOUS P.T. 1"x " NOSING OVER OPEN RAFTER TAILS. 5 COURSES OF P.T. 1"x6"T&GSHEATHIN�. METAL ROOF ON P.T. 2"x 6" RAFTER TAI GRACE WATER AND ICE SHIELD OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING 1"x 8" P.T. FASCIA aO OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. 12 BETWEEN RAFTER TAI, S. (SEE STRUCTURAL SHEETS). 6 2'-0" PICAL 5 COURSES OF P.T. 1"x 6"T&G SHEATHING. 3 METAL ROOF ON GRACE WATER AND ICE SHIELD p 0 P.T. 2"x 6" RAFTER TAIL 12 OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING 12 OR 7/16" O.S.B. ON PRE MANUFACTURED TRUSSES. 61 (SEE STRUCTURAL SHEETS). CONTINUOUS ALUMINUM EAVE DRIP ON CONTINUOUS P.T. 1"x 2" NOSING OVER OPEN RAFTER TAILS. x 6" P.T. BLOCKING 2'-0" IC BETWEENFRAMING, YPICAL "PRO FOAM" APPLY AFTER RAFTER TAILS. INSULATION 1"x 8" P.T. FASCIA 5 COURSES OF P.T. BETWEEN RAFTER TAILS. � 12 2,-0„ 1"x 6"T& G SHEATHING. 3 2'-0" 2'-0" � 4 TYPICAL P.T. 2"x 6" RAFTER TAIL 12 METAL ROOF ON METAL ROOF ON GRACE WATER AND ICE SHIELD GRACE WATER AND ICE SHIELD EAVE DRIP ON CONTINUOUS ALUMINUM OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING 12 �� 1/2" DRYWALL CEILING OVER 5/8" EXTERIOR GRADE PLYWOOD SHEETING CONTINUOUS P.T. 1"x M NOSING OVER OR 7/16"O.S.B. ON CONVENTIONAL FRAMING. 61 OR 7/16"O S.B. ON PRE MANUFACTURED TRUSSES. SEE STRUCTURAL SHEETS). OPEN RAFTER TAILS. (SEE STRUCTURAL SHEETS). SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES ( ON STRUCTURAL MEMBERS AND CONNECTIONS. P.T. 1"x 6"T&G SHEATHING. CONTINUOUS ALUMINUM EAVE DRIP ON BETWEEN RAFTER M SAVE DRIP ON FASCIA CONTINUOUS ALUMINUSMOOTH FINISH ON CONTINUOUS P.T. 1"x 2" NOSING OVER SMOOTH FINISH ON CONTINUOUS P.T. 1"x M NOSING OVER 1/2" DRYWALL ON 2"x6" OPEN RAFTER TAILS. 112" DRYWALL CEILING OPEN RAFTER TAILS. STUDS @ 16"O.C. ALUMINUM DRIP ON STAINED P.T. 1"x 6"T&G 5 COURSES OF P.T. HARDI BOARD 1"x 2" ON CROWN ON HARDI BOARD 1"x 8"TRIM BOARD. R-19 FIBERGLASS BATT 1"x 6"T&G SHEATHING. 71N SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES P.T. 2"x 6" RAFTER TAIL INSULATION BETWEEN STUDS P.T. 2"x 6" RAFTER TAIL ON STRUCTURAL MEMBERS AND CONNECTIONS. r' PAINTED BRICK VENEER ON 1/2" DRYWALL ON 2"x6" SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES SPRAY WRAP WATERPROOFING STUDS @ 16"O.C. 1"x 8" P.T. FASCIA ti ON STRUCTURAL MEMBERS AND CONNECTIONS. OVER OSB SHEATHING N BETWEEN RAFTER TAILS. Q 2"x 6"STUDS @ 16"O.C. R-19 FIBERGLASS BATT C? INSULATION BETWEEN STUDS 0o ILL —TN Q 0 10"SQUARE COMPOSI E COLUMN. z z O a 0 z 0 PAINTED HARDI ARTISAN SIDING ON 3: Q SPRAY WRAP WATERPROOFING LL OVER OSB SHEATHING ON a_ L' 11 2"x 6"STUDS @ 16"O.C. O O WOOD BASE-AS PER BUILDER SPECIFICATIONS. WOOD BASE-AS PER BUILDER SPECIFICATIONS. a_ O H BRICK VENEER OVER 8"C.M.U.. BRICK STEPS I No: DATE: REVISIONS: 14 BRICK VENEER 1 ., .. ..... . . :� -: SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES ON STRUCTURAL MEMBERS AND CONNECTIONS. SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES 3 N N N ON STRUCTURAL MEMBERS AND CONNECTIONS. 4 GRADE GRADE GRADE ■ ■ N W HOM� FOI \ MdYt, 1, 15 & CHIP fou5rly F_xTF_PIOF wnL_L_ 5F-CION5 1 Wall 5 O Ctjon This drawing Is an instrument of service and the Wall �jGC Oil 2VVproperty of Kevin E. Mullican. and shall A9.1 SCALE: 1/2"= 1'-0" SCALE: 1/2"- V-0" remain his property. The use of this drawing shall A9.1 - be restricted to the original site for which It is pre- pared and publication thereof is expressly limited to such use. Job No: 16-215 Sheet No: Date: -7/ 91201-7 OFFICE COPY Scale. 1/2 Drawn: A9 , 1 Checked: ■ ■ ■ ■ MULLICAN f�� 51GN� 0 INC , 904) -7-45 ' I I KF,Y I WP i WP 1 1 ........ . 220 voLT ouTLrT I I REC REC { I NOTE: PROVIDE ARC FAULT 220 I I I I RECEP IN ALL BEDROOMS. I I \ I I / PROVIDE CARBON MONOXIDE WAr�FFFOOF OUTL�r I I I i DETECTOR PER CODE. wr I I WP I i GFI } I FLOop OUTLET \ GfJ,OUTLET-44" A.F.F REC _ REC 111PHONE __ 6N OUTLFT-44" A F.F. I 44" GFI ` GF DPP ID I L'� C'F — , / \ \ / \ OU1Lfr \\PETIT / I PENDANT O= \ \\\ \ / \ I , I \ RE SPO I?�CF55�P INT P\IOp 5POT RpE�C FAN GFI I/ RECD-——— REC i—,— LIG \\ � /�� PH E / I i \\ i Co CE \�!\ fTc ABI \\ / \ 1E=1 E] '\REC REV \\ \ I I �� ., — REC X7 0 �CF55Fn CAN LIGHT 41 Q ® 1'�CE55N)WATEPTP00F GFI i \REC I I REC/ RE G I REO/ SCO CE \ I / \ \REC FAN / I I \ — _ I - GFI\ FAN FLOOD GFI \ LIGH I I I I I U \` LIGH/ FL00n L16K /L--� I \ / I I I / 0) T \\REC /// REC \\ REC// \ ,\ y / GFI �/ �, // PFNPANt JL p5N7ANT�IXTU / — \ \ / / 2880 / ART ART ART ART I 5coNCF 30 O \C\\ O \\REC RESP i Q REC � / / \ I -------- L"L / 2 OV \ / \ TRACK LIGHTING \ (77T_ WALL MOUNT[?FIXTUI?5 GFI / GFI \\ GFI /® // / 1 \ �- �__======___}'/ \� I \ / �/ \ / _T I \ OILING MOUNT�t7 FIXTU?� ENDAAIT PE DA T \\ I ART ART II I \REC REC {�- / 8,X4' \\ II I / / / WF\ i W\ \ / w WP // / REC\ — — \\ —————�' // I \ o \ T\ o GFI Q . ......... . 4 TUIT FLUOR,Al 5C�Nr�IXTU?� ,' / / �✓ \\ // REC Cl) II REC _ \�� ��—� / I ,I I \\ --�1--- 2 TUBE FLUOkT5CFNr FIXTUI?� I I Q I � ci I I pt?�-WIC�0�OILING SAN / / \ WP / / �/ \ I( I I `REC -----__REC WIT-LI[T \REC / I \ AEC —— ` jo" AEC \\� \\ \ / \ I �I�GN/T AECIUND I - ------- I-1-1. ........................ . /I \ � �•\ \\I I 'T I I �ItAB -('- �X-AU5T FAN WITH LIGHT PENDANT // I ' \ y \ h\ ' _2j II //I 5 1 FI �T� SWITCH UND F- LIN REC REC \ 3WAY SWITCN �EC / / �V 2 / I \ I I I FI / \ WP \ \ \ / O / \ ' 9 REC � �� � � / // / I � � (I J 1 4 WAY 5WITCH REC _ \ \\ // I // / H I P15CONN�CT5WIrC- / Q GFI � . ........................ . JUNC11oN COX ATO LANDSCAPE _—-JI— O / / \ AE / / / LIGHTING —_{}——— \ REC -- —` EC — . ........................ . �� \ WP / / �� r�Ec � � / / //� / � � I I � � � N CPJ3L�TV \REC / 1 �\ 11 11 / // 0�� / I Q II a —� / W D O / i II o AB CAB h \ / \ y / y / / II pNON� p-ON� T-�pM05W AEC / � SPOT �( / 0 \ °o \ REC //A/C 1 SMOKE n�1�CTOp a \ � I 1 1 i C / I GFI 0 dE \�/� / I ----------- , // GFI ` A/C GARAGE I / Z �dOOR I / GFI AEC I / I gPENER SPOT I--------- — I _j V / I \ WP GFI SCONCE REC ov/ WP r------- ------� SCONCE I I I_PULLDO N� I I I I // FI I 1 1 ATTIC S AIR I I I / 1 R Lu ._17a��--= �— �--i W / I I L-----J I i / I IL / 0 / PROVIDE LIGHT { a 01 / I I ISR / I I AND SNITCH IN i I \ PEND NT / / / ' , I GARAGE I '4�I ABOVE ( GARAGE AB Vt / / 'qR/, I DOOR I /� I DOOR I _____ OPENER / I OPENER I / \REC \ I / --I----�-----I- �------ \ CE SC I r I I r 1 I- � � I TO SWITH ABOVE \\ REC / I I \\ \ f / / \CC / —$�/ WP I I I I —�—-� —¢ GFI I I // I I I No: DATE: REVISIONS: PEEN \ r TO LIGHTS I I / / / \\ , \\\ GFI I // I I FFI AND SWITCH I I / / / \ —————— N, / ABOVE WP 2 GFI S1 E // ( S6 SLE / 3 / \ W Z o NFW NOME UJ I WPI _ — � I I I /oIGFI � __ — —_—_ .- I A UI I F 0 \ \ / TO OUTLETS PHYL, 1, 15 (� CHIP FOR HOLIDAY CXX- LIGHTING-FIELD LOCATE WITH OWNER. I I 1 I I TO 1 y PLAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall 1 firA floor electrical Ian be restricted to the original site for which it is pre— SCALE: and publication thereof is expressly limited to �10 SCALE: 1/4" = 1'-0" such use. Job No: 16215 Sheet No: Date: 71191201 I OFFICE COPY Drawn: A10K,�,M I Checked: ■ ■ ■ ■ KEVIN � , MULLICA N PF- 5I6NF' r1,,.j INC . ■ ----- ---- ------- KAY---- - -- ---- -- .......... . . 220 VOLT O[.MFf II II ...... ........ .. . WA-f�PVrOOr OtnF� Wr FLOOP,OUTLET (�$41 . ............ .... . 6,rl OUTLFT- 44'' A,F,F. CAN . ........... ........... . OutFT 5rof . ..... .. . ............ . I\TCF55FL?INT�F\10p\5190f 0 . .. ....... . ....... . F�CF55FP CAN LIGHT FFC VVF 0 . ............... ... ... . FTC�55FP WATFFPFOOF ........ I...... . FI-OOP 1,16HT PENnANf IL . PFNPANf FIX-rUPT . .......... ... ..... .. . SCONCE . . .... ....... ...... WA-I,MOUNT�[?FIXTIRT ------ ------- I -- - ---- - ---- - ---- CHUN6 MOUNTEP FIXTUPT -1 TU[X FLUOP\E5CFNf FIXfUp\F 2 TUCf FIIJOFF5CFNT FIXTupF ......... FPT-W M\ FOP\CFILIN6 FAN o WITH LIGHT JL FM/ IdLe 1,16Hr NOTE: PROVIDE ARC FAULT F. Pj FYIM5f FAN WITH 1,16K RECEP IN ALL BEDROOMS. PROVIDE CARBON MONOXIDE DETECTOR PER CODE. � iO ...................... . 5WITCH . ..... .... .... . 3 WAY 5WIfCH ........ 4 WAY 5WIZI-I 1215CONN�Cf 5WIfCH 0 ......... .............. . JUNCTION C3Ox rIVI CA13LF TV 10, PHONF . ................ . FHON� Li . .. ..... ...... ... . 5maF Pn-�Cfor\ \0 F- -———————--— —————--- TO SWITCH TO SWITCH BELOW BELOW PENDANT Al IRF O � I II El No: DATE: REVISIONS: Al 2 3 4 1 N� W HOME II II � Oh II � 1 PHYL- 1, 15 & CHIP Via_- -__- -_aZl OUSrY L-�CITI,I CAL PLAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall 5econd fl oor d oc�,--/r i cal plan be restricted to the original site for which It Is pre— pared and publication thereof is expressly limited to SCALE: 1/4"= V-0" such use. Job No: 16-215 Sheet No: Date: 71191201-7 OFFICE COPY oval: 4U,K Al I Checked: ■ IQ� V I N M UL, L, I CAN INC , C 90-4) -7-4 5 - �5? 5-7-4 -- ----- - ------- - - ------ ----- ---- - - I I I I I L I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I --——————— ————————— —— / --------- - JLJL A 1 I / --------------- II II II II No: DATE: REVISIONS: II II � 3 4 I I I I ■ ■ N� W HOMF, I I I I II II � O� I I I I PHYL, 1, 15 & CHIP I I I I Tou5rly a-__------a . PLAN This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall lower roof an be restricted to the original site for which it Is pre— pared and publication thereof is expressly limited to R1 SCALE: 1/4"= 1'-0" such use. Job No: 16215 Sheet No: Date: 711912017 Scale: 1 1 411-11-011 I"-1'-0" OFFICE COPY Drawn: UM Checked: ■ ■ ■ K� V I N , M UL, L, I CAN INC , ( 90-4) -745 - 5 574 ----------------- i I I I Li I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I 1 I I I 1 ------ -- - — --- ---- / I 0 � \ I O II II II II II No: DATE: REVISIONS: II 1 3 4 i I I ■ ■ 1 I I NFW HOMF, I I I I I I I I OP-1- I I I I I PHYLL, 15 & CHIP fou5rly a__--_-__-a . This drawing is an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall upper roof plan be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to R2 SCALE: 1/4"= V-0" such use. Job No: 16-215 Sheet No: Date: 111912017 OFFICE COPY scale: Drawn: P\ 2 Checked: ■ GIOZ,61 mwa :ON 19e4S S Z_91 :ON qor •asn yons o} pa}lWll Klssajdxo si loaJay} uoi}Doilgnd puo paJDd ��I J00i ��n n rn —aid sl }l 4ol4m Joh ells loulblJo ay} o} pe}olJ}saJ eq /V`q�' G II04s 6UIMDJp sly} 10 asn ayl 11J9doJd sly U!OLUaJ Iloys puo •uoo!Iin{N •3 ulna{ ;o Al iodoid ay} PUD GO."s }o }uouinJ}sul uo sl 6UIMDJp s!41 NV I J �00�1 ■ o o a o A�G rl O'� I I I I �I I N_") S I _IAHJ I I ! I I I t I AVVOH MAN I I I I I I ]:ON :SNOISIn38 :31bd I { II II II II i i i i i i i 0 1 / 0 Ilia= 1 F I � / ------ - - --- ---- I � Li JL - - ----- - - - - --- -- - - - ---- - - --- - -- -- I I I I I I I i I i I I t t I I I I I i I I I I I I I I I I I I I I t I I I I I I I I I I i I I ! I I DNI NV_DIIInW ' A NIAAF