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1927 Beach Ave - Permit RES18-0010 sCITY OF ATLANTIC BEACH J yr 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0010 Description: new single-family home Estimated Value: 891090.7 Issue Date: 2/20/2018 Expiration Date: 8/19/2018 PROPERTY ADDRESS: Address: 1927 BEACH AVE RE Number: 169691 0000 PROPERTY OWNER: Name: TOVEY KIRK A Address: 320 N 1 ST ST STE 715 JACKSONVILLE BEACH, FL 32250 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: JAMES & SON BUILDERS, INC Address: 129 15TH AVENUE S QA MICHAEL SCOTT JAMES 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. �s Permit Conditions City of Atlantic Beach Permit Number: RES18-0010 Description: new single-family home Applied: 1/10/2018 Approved: 2/20/2018 Site Address: 1927 BEACH AVE Issued: 2/20/2018 Finaled: City,State Zip Code:Atlantic Beach, FI 32233 Status: ISSUED Applicant: <NONE> Parent Permit: Owner:TOVEY KIRK A Parent Project: Contractor:<NONE> Details: LIST OF • • SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 1/18/2018 UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC WORKS Kayle Moore Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed,call 247-5834. 2 1/18/2018 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes: Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. 3 1/18/2018 RT1 SEWER CLEANOUT INFORMATIONAL PUBLIC WORKS Kayle Moore Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. 4 1/18/2018 DISCONNECT AND CAP INFORMATIONAL PUBLIC WORKS Kayle Moore Notes: Disconnect and cap water and sewer lines. 5 1/22/2018 DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All concrete driveway aprons must be 5"thick,4000 psi,with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. (Commercial driveways-6"thick). 01 Printed:Tuesday, 20 February, 2018 1 of 2 Conditions LV City s of 6 1/22/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 7 1/22/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 8 1/22/2018 POST CONSTRUCTION TOPO INFORMATIONAL SURVEY PUBLIC WORKS Scott Williams Notes: If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 9 1/22/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. 10 1 1/22/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. 11 1/22/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. 12 1 1/22/2018 MAXIMUM DRIVEWAY INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Maximum driveway width within the City right-of-way is 20'. Printed:Tuesday, 20 February, 2018 2 of 2 �, City of Atlantic Beach APPLICATION NUMBER ,r Building Department (To be assigned by the Building 7D-e�partment.) S d0� V v 800 Seminole Road p L ' _ Atlantic Beach, Florida 32233-5445 F—L Phone(904)247-5826 • Fax(904)247-5845 Date routed' l I I O r�;; CITY OF ATLANTIC BEACH 800 Seminole Road OFFICE COPY Atlantic Beach,Florida 32233 ` Jiil 9! REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date Z_5 Revision to Issued Permit Corrections to Comments Permit#Rct g -DO Project Address o � Contractor/Contact Name � �r •� d� /v cJ< /ieV5 Phone Email 6."�"e4ll L e Description of Proposed Revision/Corrections: P it Fee Due $ ��•d r CSO W-7 Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. ( d name) Signa a of Contractor/Ag t(Contractor must sign if increase in valuation) Date (Office Use Only) Approved `+ Denied Not Applicable to Department Revision/Plan Review Comments �parment Review Required: Bulld anning & Zoning Reviewed By ree AminisfPitQr Public Works c Public Utilities 2i"'jS -Zol Public Safety Date Fire Services j 5-� �drwl r O c .� cy '14eci) OFFICE COPY t- SSS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 1/29/2018 Permit#: RES18-0010 Site Address: 1927 BEACH AVE Review Status: REM 169691 0000 Applicant: JAMES &SON BUILDERS, INC Property Owner:TOVEY KIRK A Email: scottjames.1966@gmail.com Email: ktovey@toveysur&al.net Phone: 9045090812 Phone: 904.887.8762 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction ornments: — " issmg page#3 of the SPECIAL PE NS from th=DEP mit info d uments. 2 copies please. i. lorida product ap—provat numbers with"R"values are not acceptable. Please provide the exact numbe �"(,AJ ith the decimal number to show the exact product to be installed. Correct the product approval nfonma ' -submit 2 copies. 3. MG df facturer's installation instruction etal roof systems are required at plan review. Please submit 2 copies. 4. Uy ana ^ ftftfm tha+the spiral .tair......e sh-a-..,., on the- dcsign drawin s will be compliant with R311 7 1 n 1. of the, L13C.R. ti l-6`h Ujitien— 2.cit 5 age S3.0 has no beam chart/table to show beam information on the second lev=framing3pI Please include this on the page. 2 copies. 2•&•201 Building err'.q it-e )eevj elav c. w% v►^pN Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us ` Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date / Revision to Issued Permit_ Corrections to Comments_ Permit#� Project Address Contractor/Contact Name—, Phone �C�Y�� – Email �(_p� G�-y✓ jo q�� Lfill�( eC Description of Proposed Revision/Corrections: Permit Fee =Y0_ 0 Additional Increase in Building Value $ Additional S.F. By signing below, I SGD ls� .f affirm the Revision is inclusive of the proposed changes. (printed name) G 9 Signature of Contras r/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: uildin annin & Z eviewed By Tree Administrator ITUT is ub is tilities vZ ' v� D! Public Safety Date Fire Services City of Atlantic Beach APPLICATION NUMBER �s Building Department (To be assigned by the Building Department.) 800 Seminole Road pp L c 0010Atlantic Beach, Florida 32233-5445 F C, J1� Phone(904)247-5826 • Fax(904) 247-5845 l E-mail: building-dept@coab.us Date routed: l I i O City web-site: http://vmw.coab.us 11 APPLICATION REVIEW AND TRACKING FORM Property Address: I .Q Department review required Yes No Building Applicant: CL 0-d S CkG� S0A S �L' ��( _(S Planning &Zonin (`�, Tree Administrator Project: �.? S\ r1�C� �l(�1 \�y �11�� < Publ'i;c Works Public Utilitie Public Safety Fire Services Review fee $ Dept Signature 7 Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date /� Florida Dept. of Environmental Protection (..� Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. /'Denied. ❑Not applicable (Circle one.) Comments:< /Gf/j�(� ' (�✓G► It hey �t- `L ' �t;�y� �lccs �P�{�_ �q�,' Me BUILDING PLANNING &ZONING Reviewed by: /j_ Date: 6 - TREE ADMIN. Second Review: Approved as revised. []Denied. []Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by://'!�'+G� Date:—?— FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. []Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 CITY OF ATLANTIC ,BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904)247-5800 ZONING REVIEW COMMENTS Date: 1/26/2018 Permit#: RES18-0010 Site Address: 1927 BEACH AVE Review Status: DENIED RE#: 169691 0000 Applicant: JAMES & SON BUILDERS, INC Property Owner: TOVEY KIRK A Email: Email: Phone: 9045090812 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 12 t, j 1. Tree Removal: Section 23'-21 requires a Tree Removal Permit for any trees removed within 2 years of this projecT.71here is currently an open Tree Removal Permit (see separate attachment) for this property submitted in 2016 showing the removal of 10 palms totaling 106" in diameter. Please clarify if this is still the tree removal plan or revise the permit to show any changes. 2. Setbacks: Section 24-108 requires a 20 foot setback from the western property line. The submitted �-� plans appear to call out a 19'-6" setback to the garage. Please show that the minimum 20 foot setback is being met or revise accordingly. 3. Lighting Standards: Section 5-37 requires certain lighting standards for all construction activities within the designated 5Q_A44rotection area. See separate attachment for these lighting standards. Please how that the lighting complies with these standards or revise accordingly. taining Wall: Section 24-157(b)(3) limits the maximum height of retaining walls to 4 feet from grade. retaining wall shown sheet A7 exceeds this maximum height. Also, the height of the retaining wall i easured from the grade on the lowest side of the wall. Please revise accordingly. 5. chanical Equipment: Please clarify the location of any mechanical equipment being placed tdoors, if applicable. The plans that went to DEP show A/C pads as well as pool equipment on the ort hh side of the house, however these are not shown on the other sets of plans. Brian Broedell 4�A tk t + bbroedell(a)coab.us •l _ AJ - 5 1l A j- ��' CITY OF ATLANTIC BEACH J S'' 800 Seminole Road Atlantic Beach,Florida 32233 iJ "r REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date Revision to Issued Permit Corrections to Comments Permit# Res pa-by Project Address 7 KCJ� , Contractor/Contact Name J -r ril r' 57 �p T n Phone 9d�` , �� / Email S /�G/ i �� (�� 61,01434i/ Description of Proposed Revision/Corrections: Permit Fee Due $ ?z I /�Z" h I Additional Increase in Building Value $ Additional S.F. By signing below,I J 6—c - 5- affirm the Revision is inclusive of the proposed changes. ( d name) Signattire of Contractor/Ag t(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments D�palent Review Required: (Buil anning::Zoning Reviewed By -ree-A minis Public Works Public Utilities O 'ublic Safety Date Services "l n5� 3f r d t 2 City of Atlantic Beach APPLICATION NUMBER �s ns Building Department (To be assigned by the Building Department.) lV 800 Seminole Road p / �I� _h�l 7-� �� Atlantic Beach, Florida 32233-5445 F-C. lJ lJ Phone(904)247-5826 • Fax(904)247-5845J,-1 E-mail: building-dept@coab.us Date routed: l I ( O ( _ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: � Cl Q---v Ukcy1 X�t Department review required Yes No -7- �:Buildin ` Applicant: U n� S C. GI So �L'L ��-(S Planning &Zonin '_E Tree Administrator Project: tl 1L�.,> S\ (1 G`i Q t��til \1� V�Uj\f _ < Pub is Works ) Public Utilities..-%' Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date r� Florida Dept. of Environmental Protection C Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: LL BUILDING X5-ome, PIomS 400 PLANNING & ZONING laje-� La, Qy_ CI t Reviewed by 0 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 I �* 800 Seminole Road EIVE Atlantic Beach,Florida 32233 FEB 0 9 2018 By: REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date �� Revision to Issued Permit Corrections to Comments Permit#�� Project Address lye" V Contractor/Contact Name�S ( cia��S Phone -'7c)y Se f Z Email -Co/7 f �qCe( A 6 w,,ivA-, ( .G Description of Proposed Revision/Corrections: Permit Fee Due $ Additional Increase in Building Value $ Additional S.F. By signing below,I SGD �� affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contrac r/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments P 4%137 -�0 Department Review Required: r uildin nnin &Z Reviewed By Tree Administrator u is ub is tilities Public Safety D to Fire Services rS.:L1;y� City of Atlantic Beach `" APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road JAN I 1 20t) p G!S 1� 001 0 Atlantic Beach, Florida 32233-5445 F- V V Phone(904)247-5826 • Fax(904) 247-5845 I E-mail: building-dept@coab.us Date routed: l I ( O l �� City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I C1 Q--A- &A-c- V1 /w Q Department review required Yes No �` B Idin Applicant: a � S C��I Sork5 1&0kPlanning &tonin _� Tree Administrator Project: key \n y Pubic Works ublic Utiliti Public Safety Fire Services Review fee $ 512 Dept Signature Other Agency Review or Permit Required Review or Receiptof Permit Verified By Date Florida Dept. of Environmental Protection C� Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. []Denied. []Not applicable (Circle one.) Comments: BUILDING Sow NIVIS40 lav , -}o L,asev-F cls�i PLANNING &ZONING Reviewed by: r'`'&� Date: e IN. Second Review: A roved as revised.❑ pp ❑Denied. ❑Not applicable RKS� Com ents: ITIES PUBLIC SAFET Reviewed by: Date: FIRE SERVICES Third Review: [—]Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 rs��yr s CITY OF ATLANTIC BEACH ECEIVE 800 Seminole Road sa Atlantic Beach,Florida 32233 FEB 0 9 20% BY' REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date �� Revision to Issued Permit Corrections to Comments Permit#�LU Project Address Contractor/Contact Name—, Phone -%d Y s ! 6945(z— Email _Zv`! J QTc q(e(�7 frl/ifG�c 1 sG Description of Proposed Revision/Corrections: Permit Fee Due $ "t�yj '6 Additional Increase in Building Value $$ Additional S.F. By signing below, I .sed affirm the Revision is inclusive of the proposed changes. (printed name) �j y U / Signature of Contrac r/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: annin & Z Reviewed By Tree Administrator u is � 2 1 s 1 ub is tilities Public Safety Date Fire Services City of Atlantic Beach Sy PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane �r Atlantic Beach, FL 32233 (904) 247-5834 NEW WATER / SEWER TAP REQUEST Date / 2 — d Project Address l C 2 7 AJ Number of Units Commercial Residential V// Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature � CITY STAFF USE ONLY Application# I LCs � � — �y� Water System Development Charge $ --N o SDC `s Sewer System Development Charge $ Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ 5701 00 Other $ TOTAL $ J`^t'�. C� (Notes) APPROVED Kayle Moore, P.E. Date Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED Building Permit Application II.l ' `'' `-` ►s Y F F I C E Cop YOO City of Atlantic Beach JAN 1 0 2018 Seminole Road,Atlantic Beach, FL 32233 Phone: (904) 247-5826 Fax: (904) 247-5845 Job Address: 1927 Beach Ave. Atlantic Beach, FI. 32233 Permit Number: 5 ( � C n Legal Description Lot 52, North Atlantic Beach, unit 2 plat book 15 page 57 RE# 1169691-0000 Valuation of Work(Replacement Cost)$2.45 Heated/Cooled SF 6438 Non-Heated/Cooled 3317 • Class of Work(Circle ones:(INew Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial CesidenUa • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No �_rA • 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: New construction of single family home Florida Product Approval# for multiple products use product approval form Property Owner Information Name: Kirk Tovey Address: 13898 Bella Riva Ln. Jacksonville Florida 32225 City Jacksonville State FI Zip Phone 904-887-8762 E-Mail ktovey(toveysurgical net Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: James and Sons Builders, inc. Qualifying Agent: Michael Scott James Address 129 15th ave South City Jacksonville Beach State FI. Zip 32225 Office Phone 904-509-0812 Job Site/Contact Number 904-509-0812 State Certification/Registration# CRC 049143 E-Mail scottiames 1966ogmad com Architect Name& Phone# Kevin Gray Design Group 904-372-9350 Engineer's Name&Phone# Lou Ponttgo and Associates Workers Compensation Exempt Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ( gnature of Owner or Agen(jadud4MrContractor) (Sign a of Contractor) *A- Sig ed and sworn to(or affirmed) efore me this J`day of Signed and sworn to(or affirmed) before me this _day of C 0l 7a�",t ,by �'t_ j.� a,ov, mor _, by 3br _ wc_ „ (Signa re of Notary) tggna o otar ) MY COMMISSIO G098352 EXPIRES April 20,2021 DESTMIy LATOYA GRAMAM JEU►NMGS [ ]Personally Known OR ]Personally Known OR ' f "COMMISSION/FFIll 7o [ ]Produced Identificatioj EXPIRES:D•cr 15,Ht� [Produced Identification Type of Identification: Type of Identification: Tx1yKG b p NOTICE OF COMMENCEMENT Permit No. ES IO -0610Tax Folio No. State of Florida,County of Duval OFFICE C O P Y THE UNDERSIGNED hereby give notice that the improvement will be made to certain real property in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1. Description of property(legal description of property and address if available): 1927 Beach Ave Atlantic Beach FI 32233 Lot 52 North Atlantic Beach unit 2 plat book 15 page 57 2. General Description of improvements: demolition of existing structure 3. Owner Information: a)Name and Address: Kirk Tovey b)Interest in property:Owner c)Name and address of simple titleholder(if other than owner): N/A 4. Contractor Information: a)Name and Address:James and Sons Builders, inc.a Florida Corporation ..aa,,. b)Phone Number:(904)509-0812 Pbw 5. Surety Information: a)Name and Address: NA b)Phone Number: c)Amount of Bond:$ 6. Lender Information: a)Name and Address: NA b)Phone Number: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by 713.13(1)(a)7,Florida Statutes: l a)Name and Address: /�1 QC'1C o• `Jo-QC _ 3�0 �' ► - � ')1 5 , .JGt•C �ne,'1 L b)Phone Numbers of Designated Person: 4 4-;2`}Utk S�• `t o I r as 5 O 8. In addition to himself/herself,Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. a)Name and Address: b)Phone Number of person or entity designated by owner: 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be one(1)year from the date of recording unless a different date is a specified: 0 C WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE aI Z) NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I, 0 SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR o_ IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND v D POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, a v CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. N W p co C) g Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated 0 0_ o therein are t to the est of my knowledge and belief. �o W �, r 0 CO L Kirk Tovey(porperty owner) Cpl o,6:) aa.o LL}o Signa of Owner or Owner's Auth ze cer/Director/Partner/Manager Signatory's Printed Name&Title/Office N a)W F—tr' :W,ME ZZO J o 8 0 0 w The foregoing instrument was acknowledged before me this I day of () 20� by 611C 7cv-,e— as 6`(.., �� for (Name of Person) (Type of Authority,i.e.Officer ttomey) (Name of Party Instrument was Executed for) NOTA PUBLh,, r'1 TE OFLORIDA �oESTMIr LATOYA 011AI[AM dlIMrN9S Print Nam - �_ J!Ina �1xJ�t/ i1�►� �t-tr+ VMr COMMISSION S FFIUM nms.DKO »r 16,MS ersonally Known ❑IdentificatiodType: (Affix Notary Sea(Above) Revised 3/15/12 OFFICE COPY Applzca e Co es: .Z0.I0 FLORIDA BUILDING CODE �e�esuZt fcz�°c�e ox�e) . Approved Disapproved Approvedw/ Conditions Review Initials/Date: i DMIODruent Size labitable Space, el 3 -Z' SrNonpHabitable 33 npervious area Lscellaneous In ormatzon Dcupancy Croup 10'3 pe of Construction V tuber of Stories 3 ging.District 9 G' c Occupancy Load Sprinklers Required d.Zone x (, Hfions/cC'omments: ' °'p'"+o, STATE OF FLORIDA OFFICE C a DEPARTMENT OF ENVIRONMENTAL PROTECTION a , Division of Water Resource Management 2600 Blair Stone Road-Mail Station 3522 Tallahassee,Florida 32399-2400 �n r w 7nt�l 00 PERMIT NUMBER: DU-474 PERMITTEE Kirk A. and Karen M. Tovey c/o Kevin Partel, President Coastal Consulting&Restoration,P.A. 4230 Myrtle Street St. Augustine, Florida 32084 NOTICE TO PROCEED AND PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line which are indicated in the project description, was filed by the applicant/permittee named herein on June 25, 2015, and was determined to be complete pursuant to rule on July 27, 2015. The proposed project is to be located landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles,their hatchlings, or their habitat; and that the work is expendable in nature and/or is appropriately designed in accordance with Rule 6213-33.005, Florida Administrative Code. The direct and cumulative impacts to the beach and dune system that will be caused by the seaward location of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the Department approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans and the General Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below,pursuant to Section 161.053(4), Florida Statutes. EXPIRATION DATE: October 23, 2018 LOCATION: Between approximately 279 feet and 329 feet north of the Department of Environmental Protection's reference monument R-44, in Duval County. Project address: 1927 Beach Avenue,Atlantic Beach. PERMITTEE: Kirk A. and Karen M. Tovey PERMIT NUMBER: DU-474 PAGE 2 PROJECT DESCRIPTION: Three-Story, Single-Family Dwelling and Garage I. Location relative to control line: A maximum of approximately 117 feet seaward, as measured to the southeast corner of the pile-supported balconies. 2. Exterior dimensions: Approximately 116.5 feet in the shore-normal direction (including seaward lanai) by 34.8 feet in the shore-parallel direction. 3. Type of foundation: Piles. 4. Finished floor elevation: +21.8 feet(NAVD), for the dwelling and the garage. Swimming Pool 1. Location relative to control line: A maximum of 109.6 feet seaward. 2. Exterior dimensions: The pool is approximately 12.8 feet in the shore-parallel direction by approximately 23.7 feet in the shore-normal direction. 3. Type of foundation: Piles. 4. Deck elevation of swimming pool: +21.3 feet(NAVD). 5. Bottom elevation of swimming pool: +15.3 feet(NAVD). 6. Maximum depth of swimming pool: 6 feet. Excavation/Fill 1. Total volume of excavation: Approximately 136 cubic yards seaward of the control line. Volume of net excavation:None; excavated material to be placed as fill on the project site. 2. Location of excavation: From 0 feet to 117 feet seaward of the control line. 3. Maximum depth of excavation: All excavation is associated with the swimming pool, piles, and grade beams. 4. Volume of fill to be placed: Approximately 344 cubic yards, including approximately 208 cubic yards of imported fill. See Special Permit Condition 4. PERMITTEE: Kirk A. and Karen M. Tovey PERMIT NUMBER: DU-474 PAGE 3 5. Location of fill to be placed: From 0 feet to 135 feet seaward of the control line. See Special Permit Condition 2. Other Structures/Activities 1. Demolition. See Special Permit Condition 3. 2. A paver pool deck within the covered lanai, varying in width from 5 feet to 30 feet wide around the pool,extending approximately 117 feet seaward of the control line as measured to the southeast corner. 3. A 4-foot wide paver walkway along the south side of the dwelling. 4. A paver shower pad on the north side of the dwelling. 5. A 6-foot high, frangible, CMU screen wall along the south property line, extending a maximum of 122.5 feet seaward of the control line. 6. A 4-foot wide wooden dune walkover. See Special Permit Condition 5. 7. A 4-foot high aluminum pool fence. See Special Permit Condition 2. 8. Landscape plantings and dune enhancement. See Special Permit Condition 6. 9. Exterior and pool lighting. See Special Permit Condition 7. SPECIAL PERMIT CONDITIONS: 1. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent,and a staff representative of the Department to establish an understanding among the parties as to the items specified in the special and general conditions of the permit. The proposed locations of the structures shall be staked out for the conference. Contact Trey Hatch at(904)655-1765 to schedule a preconstruction conference. 2. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected along the perimeter of the permitted activity.The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence and the proposed pool fence shall be determined during the preconstruction conference by the staff representative of the Department so as to provide maximum protection to the existing vegetation located on the site. PERMITTEE: Kirk A. and Karen M. Tovey PERMIT NUMBER: DU-474 PAGE 4 3. All rubble and debris existing on the lot or resulting from new construction shall be removed and disposed of in a location landward of the coastal construction control line. 4. All imported fill material shall be obtained from a source landward of the control line and shall consist of sand which is similar to that already on the site in both grain size and coloration. All imported and excavated fill material shall be free of construction debris, rocks,or other foreign matter. A sample of the imported sand shall be provided to the staff representative during the preconstruction conference. 5. The deck of the walkover structure shall be set to maintain a minimum elevation above the existing dune vegetation, and the width of the structure shall not exceed 4 feet. The piles for the walkover structure shall not be greater than 4-inch by 4-inch posts and shall not be encased in concrete. The walkover shall extend at least up to the existing line of vegetation but not further than 10 feet seaward of the vegetation. The optimum siting of the walkover structure shall be determined by the staff representative of the Department during the preconstruction conference to provide maximum protection to the existing dune topography and vegetation located on the site and to avoid interference with public beach access and nesting sea turtles. 6. Prior to completion of construction activities authorized by this permit,the permittee shall plant a mix of a minimum of three native salt-tolerant species to restore any disturbed natural area seaward of the authorized structures. Dune restoration plantings shall consist of salt-tolerant species indigenous to the native plant communities existing on or near the site or with other native species approved by the Department. Sod composed of non-native grasses is not authorized seaward of a major structure or decks. Plantings in other areas of the project site shall not include invasive nuisance plant species such as listed in the Florida Exotic Pest Plant Council's List of Category I and II Invasive Species. 7. All lighting shall be installed and maintained as depicted in the approved lighting schematic. All fixtures on the seaward and sides of the dwelling shall be shielded and equipped with black baffles. Underwater pool lighting shall be amber or red LED or equivalent and provide no more than '/2 foot candle per square foot of pool surface area. There may be a decrease in the wattage of each approved lamp and a decrease in the total number of each approved fixture without submitting a modified lighting plan for review and approval. However, if a fixture or lamp is changed to a different type, manufacturer or catalog number for any reason, or if the location of any fixture is changed it shall be submitted for review and approval by the Department prior to installation. No additional permanent exterior lighting is authorized. PERMITTEE: Kirk A. and Karen M. Tovey PERMIT NUMBER: DU-474 PAGE 5 CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. Approved plans are incorporated into this permit by reference. Done and ordered this 23rd day of October, 2015, in Tallahassee, Florida. Attachment: General Permit Conditions FILING AND ACKNOWLEDGEMENT State of Florida FILED, on this date,pursuant to S 120.52 Department of Environmental Protection Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. 10/23/2015 Tony D.McNeal,P.E.,Administrator Deputy Clerk Date Coastal Construction Control Line Program Division of Water Resource Management NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under sections 120.569 and 120.57, Florida Statutes, before the deadline for filing a petition. On the filing of a timely and sufficient petition,this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearin A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding (hearing) under sections 120.569 and 120.57, Florida Statutes. Pursuant to rule 28-106.201,Florida Administrative Code,a petition for an administrative hearing must contain the following information: PERMITTEE: Kirk A. and Karen M. Tovey PERMIT NUMBER: DU-474 PAGE 6 (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, any e-mail address, any facsimile number, and telephone number of the petitioner, if the petitioner is not represented by an attorney or a qualified representative; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes the petitioner contends require reversal or modification of the agency's proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard,Mail Station 35,Tallahassee,Florida 32399-3000. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with rule 62-110.106(3), Florida Administrative Code, petitions for an administrative hearing by the applicant must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under section 120.60(3),Florida Statutes,must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. Under section 120.60(3),Florida Statutes, however, any person who has asked the Department for notice of agency action may file a petition within 21 days of receipt of such notice, regardless of the date of publication. The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under sections 120.569 and 120.57, Florida Statutes, or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with rule 28-106.205, Florida Administrative Code. PERMITTEE: Kirk A. and Karen M. Tovey PERMIT NUMBER: DU-474 PAGE 7 Extension of Time Under rule 62-110.106(4), Florida Administrative Code, a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, before the applicable deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to section 120.68, Florida Statutes, by filing a Notice of Appeal pursuant to rules 9.110 and 9.190, Florida Rules of Appellate Procedure, with the Clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard,M.S. 35, Tallahassee, Florida 32399-3000; and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate District Court of Appeal. The Notice of Appeal must be filed within 30 days from the date this action is filed with the Clerk of the Department. Newspaper Publication The Agency will not publish or require the person requesting a permit to publish in a newspaper a notice of receipt of the permit application or notice of Agency action granting or denying the permit. Persons receiving a permit are advised that interested parties who become aware of Agency action approving or denying the permit, or who observe work on the project within certain time frames without any prior notice, may have rights to petition for an administrative hearing under Chapter 120, F.S. For this reason, it may be in the best interest of the person proposing the activity to publish, at its expense, a one-time "Notice of Permit Issuance" in a newspaper of general circulation in the county where the activity is located meeting the requirements of Chapter 50, F.S. Agency staff can provide persons with the information for such a notice upon request. Persons who are substantially affected by the proposed action may petition for an administrative hearing within the time frames specified in the notice and Chapter 120, F.S. Florida Department of Environmental Protection(DEP) Division of Water Resource Management i 0TE Coastal Construction Control Line Program ELW 2600 Blair Stone Road,Mail Station 3522 Tallahassee,Florida 32399-2400 4�1 (850)245-8336 FLOR A General Permit Conditions Rule 6213-33.0155,Florida Administrative Code 1. The following general permit conditions shall apply,unless waived by the Department or modified by the permit: (a) The permittee shall carry out the construction or activity for which the permit was granted in accordance with the plans and specifications that were approved by the Department as part of the permit. Deviations therefrom, without written approval from the Department, shall be grounds for suspension of the work and revocation of the permit pursuant to Section 120.60(7), F.S., and shall result in assessment of civil fines or issuance of an order to alter or remove the unauthorized work, or both. No other construction or activities shall be conducted. No modifications to project size, location, or structural design are authorized without prior written approval from the Department. A copy of the notice to proceed shall be conspicuously displayed at the project site. Approved plans shall be made available for inspection by a Department representative. (b)The permittee shall conduct the construction or activity authorized under the permit using extreme care to prevent any adverse impacts to the beach and dune system,marine turtles,their nests and habitat,or adjacent property and structures. (c)The permittee shall allow any duly identified and authorized member of the Department to enter upon the premises associated with the project authorized by the permit for the purpose of ascertaining compliance with the terms of the permit and with the rules of the Department until all construction or activities authorized or required in the permit have been completed and all project performance reports, certifications, or other documents are received by the Department and determined to be consistent with the permit and approved plans. (d) The permittee shall hold and save the State of Florida, the Department, and its officers and employees harmless from any damage, no matter how occasioned and no matter what the amount, to persons or property that might result from the construction or activity authorized under the permit and from any and all claims and judgments resulting from such damage. (e) The permittee shall allow the Department to use all records, notes, monitoring data, and other information relating to construction or any activity under the permit, which are submitted, for any purpose necessary except where such use is otherwise specifically forbidden by law. (f) Construction traffic shall not occur and building materials shall not be stored on vegetated areas seaward of the control line unless specifically authorized by the permit. If the Department determines that this requirement is not being met, positive control measures, such as temporary fencing, designated access roads, adjustment of construction sequence, or other requirements, shall be provided by the permittee at the direction of the Department. Temporary construction fencing shall not be sited within marine turtle nesting habitats. (g) The permittee shall not disturb existing beach and dune topography and vegetation except as expressly authorized in the permit.Before the project is considered complete,any disturbed topography or vegetation shall be restored as prescribed in the permit with suitable fill material or revegetated with appropriate beach and dune vegetation. (h) All fill material placed seaward of the control line shall be sand which is similar to that already existing on the site in both coloration and grain size. All such fill material shall be free of construction debris, rocks, clay, or other foreign matter; shall be obtained from a source landward of the coastal construction control line;and shall be free of coarse gravel or cobbles. (i)If surplus sand fill results from any approved excavation seaward of the control line, such material shall be distributed seaward of the control line on the site,as directed by the Department,unless otherwise specifically authorized by the permit. 0) Any native salt-tolerant vegetation destroyed during construction shall be replaced with plants of the same species or, by authorization of the Department, with other native salt-tolerant vegetation suitable for beach and dune stabilization.Unless otherwise specifically authorized by the Department, all plants installed in beach and coastal areas—whether to replace vegetation displaced, damaged, or destroyed during construction or otherwise—shall be of species indigenous to Florida beaches and dunes, such as sea oats, sea grape, saw palmetto, panic grass, saltmeadow hay cordgrass, seashore saltgrass, and railroad vine, and grown from stock indigenous to the region in which the project is located. (k)All topographic restoration and revegetation work is subject to approval by the Department,and the status of restoration shall be reported as part of the final certification of the actual work performed. (1) If not specifically authorized elsewhere in the permit, no operation, transportation, or storage of equipment or materials is authorized seaward of the dune crest or rigid coastal structure during the marine turtle nesting season.The marine turtle nesting season is May 1 through October 31 in all counties except Brevard,Indian River, St.Lucie,Martin,Palm Beach,and Broward counties where leatherback turtle nesting occurs during the period of March 1 through October 31. (m)If not specifically authorized elsewhere in the permit, no temporary lighting of the construction area is authorized at any time during the marine turtle nesting season and no additional permanent exterior lighting is authorized. General Permit Conditions(May 31,2007) Page I (n) All windows and glass doors visible from any point on the beach must be tinted to a transmittance value(light transmission from inside to outside)of 45%or less through the use of tinted glass or window film. (o)The permit has been issued to a specified property owner and is not valid for any other person unless formally transferred.An applicant requesting transfer of the permit shall sign two copies of the permit transfer agreement form, agreeing to comply with all terms and conditions of the permit, and return both copies to the Bureau.The transfer request shall be provided on the form entitled "Permit Transfer Agreement'—DEP Form 73-103 (Revised 1/04), which is hereby adopted and incorporated by reference.No work shall proceed under the permit until the new owner has received a copy of the transfer agreement approved by the Department.A copy of the transfer agreement shall be displayed on the construction site along with the permit.An expired permit shall not be transferred. (p)The permittee shall immediately inform the Bureau of any change of mailing address of the permittee and any authorized agent until all requirements of the permit are met. (q)For permits involving major structures or activities, the permittee shall submit to the Bureau periodic progress reports on a monthly basis beginning at the start of construction and continuing until all work has been completed. If a permit involves either new armoring or major reconstruction of existing armoring,the reports shall be certified by an engineer licensed in the State of Florida.The permittee or engineer,as appropriate,shall certify that as of the date of each report all construction has been performed in compliance with the plans and project description approved as a part of the permit and with all conditions of the permit, or shall specify any deviation from the plans, project description, or conditions of the permit. The report shall also state the percent of completion of the project and each major individual component. The reports shall be provided to the Bureau using the form entitled"Periodic Progress Report"—DEP Form 73-111 (Revised 6/04),which is hereby adopted and incorporated by reference.Permits for minor structures or activities do not require submittal of periodic reports unless required by special permit condition. (r) For permits involving habitable major structures, all construction on the permitted structure shall stop when the foundation pilings have been installed. At that time the foundation location form shall be submitted to and accepted by the Bureau prior to proceeding with further vertical construction above the foundation. The form shall be signed by a professional surveyor, licensed pursuant to Chapter 472,F.S.,and shall be based upon such surveys performed in accordance with Chapter 472,F.S.,as are necessary to determine the actual configuration and dimensioned relationship of the installed pilings to the control line.The information shall be provided to the Bureau using the form entitled"Foundation Location Certification"—DEP Form 73-114B (Revised 9/05), which is hereby adopted and incorporated by reference. Phasing of foundation certifications is acceptable. The Department shall notify the permittee of approval or rejection of the form within seven (7) working days after staff receipt of the form. All survey information upon which the form is based shall be made available to the Bureau upon request.Permits for repairs or additions to existing structures with nonconforming foundations are exempt from this condition. (s)For permits involving major structures,the permittee shall provide the Bureau with a report by an engineer or architect licensed in the State of Florida within thirty(30)days following completion of the work.The report shall state that all locations specified by the permit have been verified and that other construction and activities authorized by the permit have been performed in compliance with the plans and project description approved as a part of the permit and all conditions of the permit;or shall describe any deviations from the approved plans, project description,or permit conditions, and any work not performed.Such report shall not relieve the permittee of the provisions of paragraph 62B-33.0155(1)(a), F.A.C. If none of the permitted work is performed,the permittee shall inform the Bureau in writing no later than 30 days following expiration of the permit. The report shall be provided on the form entitled"Final Certification"DEP Form 73-115B(Revised 9/05),which is hereby adopted and incorporated by reference. (t)Authorization for construction of armoring or other rigid coastal structures is based on an engineering review and assessment of the design and anticipated performance and impact of the structure as a complete unit. Construction of any less than the complete structure as approved by the Department is not authorized and shall result in the assessment of an administrative fine and the issuance of an order to remove the partially constructed structure. Modifications to the project size, location, or structural design shall be authorized by the Department in accordance with Rule 62B-33.013,F.A.C. 2. The permittee shall not commence any excavation, construction, or other physical activity on or encroaching on the sovereignty land of Florida seaward of the mean high water line or,if established,the erosion control line until the permittee has received from the Board of Trustees of the Internal Improvement Trust Fund the required lease, license, easement, or other form of consent authorizing the proposed use. 3. The permittee shall obtain any applicable licenses or permits required by Federal,state,county,or municipal law. 4. This permit does not authorize trespass onto other property. 5. In the event of a conflict between a general permit condition and a special permit condition, the special permit condition shall prevail. 6. Copies of any forms referenced above can be obtained by writing to the Department of Environmental Protection, Bureau of Beaches and Coastal Systems, 3900 Commonwealth Boulevard, Mail Station 300, Tallahassee, Florida 32399-3000, or by telephoning(850)488-7708. General Permit Conditions(May 31,2007) Page 2 aa, c•Parr,�, Florida Department of is mot Environmental Protection Carlos Lopez-Cantera Bob Martinez Center Lt. Governor 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Jonathan P. Steverson Secretary L •ntai P October 23, 2015 Kirk A. and Karen M. Tovey c/o Kevin Partel, President Coastal Consulting &Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32084 Dear Mr. Partel: �J Notice to Proceed Issued Permit Number: DU-474 w► j Permittee Name: Kirk A.and Karen M.Tovey v Your request for a permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been approved by the Department of Environmental Protection, enclosed is the permit. However, construction may not commence until after the permittee complies with any preconstruction requirements described in Special Permit Conditions 1, 2,4, and 5. Please read the permit and permit conditions including both the General Permit Conditions and any Special Permit Conditions closely before starting construction. General Permit Conditions I(q), 1(r), and 1(s) pertain to written reports which must be submitted to the Department of Environmental Protection at specified times. The forms for the reports: 1(q) Periodic Progress Report (DEP Form 73-111), 1(r) Foundation Location Certification (DEP Form 73-11413), and 1(s) Final Certification (DEP Form 73-11513) are available by clicking on the following link littn:/.,IA, ti xv.dep.state.tl.us/beaches/form s.htm4CCCL. Each form may be submitted electronically. The periodic reports are due in the office on a monthly basis. No progress reports are required until such time as construction activities have started. The permit will expire on October 23, 2018. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than three years. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit, there is no assurance that such new permit for the same construction or activities would be approved. if's Kevin Partel,President October 23,2015 Page Two The authorized work is strictly limited to that described on the enclosed permit. If you have any questions pertaining to,this permit, please contact me by mail at the letterhead address (add Mail Station 3522),by telephone at(850) 245-7680, or by email at david.krig_erkdep.state.fl.us. Sincerely, - David A.Vriger,Permit Manager Coastal Construction Control Line Program Division of Water Resource Management DAK/dw Enclosures cc: Permit Information Center Trey Hatch, FDEP Field Inspector City of Atlantic Beach Building Official Kirk A. and Karen M. 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MEN R, HALL SECTION (IN MINOS FOOT) DETAILS ELEVAT REP 4E IGHT CONTROLLED HE 01-1 Duval County Wind Speed Zones � IKPF=X OF OPLANIN LU Or I v. LIJ / STRUCTURAL T R5 Aj= AREA TABULATION LIA RECEIVED JUL TQ\/EY PE5QENrE U)-r LOT 52,NORTH ATLANTIC BEACH,UNIT THO 2 40 1474 zw Oe � � o.me�u,,.«n..•r— g�sw PEp.F�TF iw rAWLATION LOT COVERA&E - i;I. I . .791 1112;tIE I'I'� CUT/FILL TABLE - I�! 1•�I Zflj LOT 53 ' � F 1 !.!•�• 11 I't N W c FIG,rraU` D 4A=:,.n. .n �PIP7�r:�.•tT— ,.rinH'. _ ,•, ��1�I 0,5 l ) I � 1 r • E .y� BE 'yI u E flA5 1(\ I L wa^..... TA;.+.P'.`^ -• uia.'n4,` tel" ^IIS rloi• _`. ^' u.._.`'.L 01 I� I I �'I > Q �,9 •.IU �—rmi'—'L_ _ 1 �.;.a.�,,� � ."`LLQ K.� � _ I nnn.s vew w.e uu„^ LOT 51 w rrn _ g ! 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N ENGINEERS STRUCTURAL CRITERIA { N OFPARTMF2IT OF NANW RAL RESRCF9 MAY OVERRIDE SHONW DETAIL5. m FOR STRL'GTURAL AND REINFORGINO .....•a, ;f'' YONUYENT N 72-81-A16.JULY,1889. ,p INFORMATION,RR EFETO IENGINEIERIN6 """°"^•"' � , 111 m SHEETS. `� { o 0. ji m ANGLE PONT O OPPOSITER-431�I"ff None y ..oma o � OPVER�oETAIL ©dicuWnw o g ai Tri $g� 0 m 9 LOT 53 STORY FF AME vawr 8 RESIDEN E D NO. 1931 ASA 5 N / FOUND 1/2'IRON q? ROD.NO CAP SAO•'T� >:d A D NORTHERN E%1ENT5 OF 3 O = NORTHINC:2,186.890.5 '40 47°E 187.50 IR N CUT 4'R.PON.FEN O,�3' � Fi,611NC:530.656.0 _m N89°40'47" 18 YEREO SHOWER PA BUND - T s� 0.4 tEL5Atf01_ ry)p� - O LI TI.ZJ �- H / N rte•' :- •'.•...Lllfl&gA 8% MIME. ii _PROP ECT96 F F1L ENT REMAINS 0�VRIE EBE I IU E RAS SA.G E(IS OEFI lE0 B HATC BULKHEAD UNJJ C D G CqNTI LEVQi ;DpHflGE. }.'.. FIRS. V. AVERED:POO --- •i�___ Q Z 6ALCONY ABV' 2 u O __ (TLTe Iu 1.-' 1>ueluw-N) _____._ O I I I O4 - .(WDAII9 ANDA. - (W0I69'.IIWA -_- v� G (� N EXISTING TIO ¢o 0(19L0.9N BRPUBPNI ( OtN[6WtU� PAI£AEp OEIXT BE AAb TO BE flEM E019Lrrul - ;• "5 •~ \-' IlAfvlC Pb RR N017 P OPO PA RPA 0 WI 2 i O A-A ° C7'01 . i l N' - t '(e11 �-�� ..2n..k'.rd. R B LCONI r , �N PAVERIa a I 1 IN.� .' 011 Do O � O DRIVEWAY 11m I _. ..� _ I) •- I _'�' � O •'P O � V N A2 C FR0 1 NEWM RADE EEN ALL C O MDR E LiJ i - ; 'PA, OE 'NEW U.PI N 7 v ±1 c BALCONY' - _- 1 tI W OSA E l FT] G ii —__ __ m N, ED`••-ALIS .. R . .. A T E �-29i. )yt?� m TEMP.SLT RICA FOUND 3/4-IRON ROD, 70 B AK=AY!Y C,M.U.SCREEN A .8A NEW GM TO FEN NO CAP ---------- - ----- - -- _ - - FFOMAIU LAND RD 9 E NORMINN 2,186,040.] D'wOD FCNCE �� o D r -_F SEAWALL TO CCCL EASIIN0:530,6359 BREAK-11W9Y C.M. S 9° 0 4 VY CONCR WAM 1 0.3' FO NO 1/2 1 '-'---___-_-- PIERS 6-0 h. I PIP NO - FROM NEW GRADE ( 9.4 37'W BS s6.3 IRON 1 ______________________________-________________________-,,,,. e 5 UMERN EXTENTS OF _______________�ro0p WAUr__-_ .a• a• Na- "' 4 H.POOL FENCE !T1 70 ___ili iii 120. u ...... 1 BENCH MARK: �" SOUTHERN EXTENT OF O FOUND MAGNATE&DISK (LB3672) BREAK-AWAY CMU ESTATE/ U) NEAR EAST EDGE OF PAVEMENT OF RETNNING WALL 2 STOR FRAN E O BEACH AVENUE REST NCE Z ILL &9,0•SOUTH OF SOUTH PROPERTY u3 ' NO. 917 u n l� LINE®7927 BEACH AVENUE. ELEVATION 20.85 N.A.V.D.(1988) w LOT 51 - zzLu _ F OI m'T ll) x m .O m r 6-U ANIS')`=a.Pole ' o Z Z W 117. 8 z D m RECEIVED 9 N O m SITE PLAN -B D° � 8 O A -2 O• mSLHB I'•IOb' ,ESOIp�N.xAOFy¢n• m cli NGLEONX r•O 70 ASOBBE. FTOLBOrW5FD0I,C5 lYMOFM L1ANIALLNGrDpORLfFIY.A.LFIHOIpNmlT AHOL.Y;INGAfiKRS[YT.FOAiDY®OPM11ME BT+OB5O10ONK C6O.MPIR6OEL SLTPOOp A S S.PL59.54A N05480P TE(LAFFIIE RB{10 fff! OP SAm rgNry. {-- DEPARTMENT OF NANRAL RESOURCES •-ua3•romi+rw meewonoam a•AAee -SIJ r MONUNENT N0.72-B1-A17.JULY,1989'RTHINz - 11^\) /// NOEASIINC:0.570BJ3.10'B /Ur7y W i L= ✓ uJ 9 g w �meew.Arou n nmm r u iE. -- — Z R 1. 65 9 .Kwayros wAo mae "i�11ri'irtii111ii?il1 uu 0�n R sr,, �,rL'S •+I.a1•roxA.wo >:NNirN-i1N >� HE S50A -�Yio xANNm mae LP„PON))O SOY SfiE of JOENSE O ,m �LLfR _ u) -- - - M , +; i,•I ° is) .ao.w.x r.c I 6 1 xsavm, I :2 °. B�w —•��o �,(' ! � ❑� I1�'gli( lil` X11' M l►I i � Iii 1I 1 , i� (� :.� �; �m. �� ex�so� ---------- - - �, - ` OHIO], _. ❑�I ' .'°'a.°"'iao°mm ms ° . .. no ---------�-.-�---- - , � ,I1,111111 .'Al l 13 -- --4. EQ HI El H3 ZA 1 EEI EQ ED ED H] o ; I 4 < WEST ELEVATION ° EAST ELEVATION 5 (EMERIOR LIGHTING AND WINDOWS TO BE TURTLE FRIENDLY) 4 --------------Sti'nL=R"--------- I .�o - ��jj . A�lllll I �I 9 o - ° r.,,... • ----.-------------------gym--------- --------�n - - ----- ------ -------- -- f . I - _ JUL i.,Id,S11 ED .a y �- III SII 9 F D »e. 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'I"""I"' ,-- 4`0 1-AS- I.E.'U"G�j C,RACIE RFAMAI ED(W MNUITRIN -C PEA GRAZE G..E11% Lu Z LL (D';NG,L,. CAR AT CARAGE EDGE CC)NDITK)N LLI LLj >:if <U A ISISCAL Lij T< 4",CALjj c T co t CL05M HOCP < LL, .__TE ILS., 0 ""A'. /C-IG-TGRAIAG AIR A,i I,. DISA.BAR At EACH .P.SEE 1- ISP I'. CF I'll IlAq $A 1�`I/ w /76 LLJ C. < EASEEC_ /S.- 0 G SorlITY .Al,Be.. G"'W. EGAR IS,'IT EI-S TI c\j I_ R,R. I P1_ cm SEE SEG- BE"REl4N,,j ci '�'R.AUCER EAST PC` .`Rrt.`I/ Oun^E G:--,_-,. LN p BE-1/.1 �,/ I- SEE A PL.TER 161c G cQc COrl C RA I,--,STEP BEAM Al'GARAGE RECESS (& 11 L A ECESS SECTION ,�U,��OLUMN A r Por @5 G A LL, ccLLEl I'll 11 cart.wa,Imm E_ r/.,BE._IE.RES. AT /)0-T I'- G..."BLE C- 1.1'!'BET11_ wx BIG. FOUNDATION GIBER ERE SEAL ./.I.E.BE. -13-RED SECTION A-ApaLra DETALS -1 T.I.ERE-RED.AT RECEIVED .2'= PERM.S.ARI -T.ESE BBI 2+2015 t: ./,A A.'" i 19TPVN1 00 BERIc I.- A SEE-1 A-. SLAP RFTAAP.R.ACENEN7 1-2 ull -B ALY 1-IT I J R.-1-11 1..DRE" M AP) IT-S (D'UEIL D U-4 74 b Ham SPS I- 2 Accent 17' o � a 5" Dia.Canopy 11 1;2 13 31e e G al�s(l. SPJ49-02 lull MATEIR AL : Solid Brass or Copper FOGHOSIHI : Specify ®LASS : Specify ELECTRICAL : 120v SOCKET : Medium Base LAMP a 100w Max. (not included) `FF-A-11-Olga-of MOUNTING : Wall Mount 4VA DRAWN BY MMC I BASE D61GN;SPJ DAM-01-10-10 SPP L9GHTM INC. 2107 Chico Avenue E E V E South El Monte,CA 91733 (800)469-3637 FAX:(626)433-4839 .l�; 25 20 DIVISION OF VVI,ti ER } 'ESOURCE RA.Ad\'AGEMEV Wildlife Lighting 3 ° Certification.Number E' 15 } 2008.08 The L-016 recessed fixture combines the flexibility of a standard MR-16 lamp/ LED with the corrosion resistance expected of a Beachside fixture. The gaskets , on the brass trms securely seal up against the bottom of the recessed can. An ? internal brass bracket assembly allows angling of the lamp up to 30°with 360° J" rotation.The L-016 is intended for new construction applications and Is integrat- ,4. �' a ed with magnetic transformers(120V primary,12V secondary). p 07 Housing: Recessed ceiling fixture for new construction. Mounting: Lamp housing is removable through ceiling aperture for access to junction box.Housing can be lowered and ad- justed to ceiling thickness. Dual extension hanger bars span from 15"(38.1 cm)to 25-114"(64.1 cm)with revers- ible placement feature. Bars attach to sides along length or width of mounting frame. Hanger bars may be extend- 05.0^[12,7cm] ed to rest onT-bar grid. For insulated ceilings,maintain a minimum 3"clearance around fixture. Electrical: Magnetic, Class H transformer with Molex disconnect in O o j-box is fully dimmable with magnetic low voltage dimmers. Transformer has internal thermal protection.J-box has(4) 112"K.O.'s and(2)concentric 1/2°x 3/4"K.C.s with spring latch access plates.Suitable for Wet Location Use. 02.5^[6.3cm] 02.1"[5.4cm] Lenses: Tempered soda lime glass. _CL Clear FR Frosted Lamps: Adjustment bracket P allows aiming up to 30° NIR16LEG GJ53 cm;:hlp ,,,-,SWA-M 5 WattAmber 2E-nanJ PffTMENT OFENVIRONIMIENTAL PROT 5.5"[14.Ocm] R1rNe°(15(R+h} APPROVED LIGHTING PLAN This approval is limited to the exterior lig is ° d Accessories: _HL-NRI6 Lamp-attached honeycomb 4g {gmped plans. This apcLrrg3l s (3mm)thick h —PR-PIIR1& Lamp-attached prismatic sptYesapEicant of the responsibility to° tam approvals or permits which-674 r9,'Vquired by FedgAI12-1cm1-T Finish: ,_FIN-AB Antique Brass Acid Finish State,County or Municipal law. _FIN-i3K Black Acid Finish _FiN-DB Dark Bronze Acid Finish ,n A FIN-131111 Gun Metal Acid Finish . ^ x A October 23, 201 FIN-RB Red Bronze Acid Finish \ _ FIN-V Green Verde Acid Finish Reviewed by Dat —,FIN-NK Satin Nickel Plating FIN-WH White Powder Coating 5.75"[14.Bcm] ° Unfinished is standard;no specification required. The fixture will weather to 5.25"[13.3cm] a natural patina. The patina process is natural with brass and copper. Rate o0 of patina and eventual color is dependent upon climate and proximity to 00 the ocean. Thus, Beachside does not guarantee any specific appearance. 10.5"[26.7am] n Weight:7 lbs.[3.2 k91 NErPNED Ceiling Opening: 4-3/8^ Max Ceiling Thickness: V IP 66 � �� CSA Listed,file*190030 10 year fixture warranty 3 year warranty on MR16 LEA lamps DIVISION OF WATER MADE IN USA Project By Date For ordering purposes,please specify(example:L-016—CL-5W-A-NFL—HL-MR16--FIN-Bin L-016 Fixture Lens Lamp AccessoryFinish(if any) BEACHSIDE LIGHTING -800.405.6732 -www.BeachsideLIghting.caM —Ah j e January2049 LU" (r N li Heme>Outdoor Wall[anterns>SPJ Lighting-Night Sky Friendly Solid Brass or Coppar Wall Mount Fxbare(SPJ49-02) --E 61P.d ILaglt2Sng-Night Sltq Friendly Solttd 8mss or Comp£-Wall tYlourrt&ixtnm(S?v49-02) NeriorLighdng � a a Outdoor Lighting — Item#: SPJ49-02 Landscape LightingI j I List Price: $289.99 Camraerciat Lighting Finish Options: Shap by Brand Aged Brass(+24) Shop by Room Incandescent Quantity:.g F9GLUr`ryfLOyy ," +L,_, 7 '�" ft'•3" Jam..+.+ i 1 A wre Borealis ight5 up t eland � BuUng tights In Seoul oif by 1i pm. _ j Light Pollution Erases the Stars 1 From Urban Night Sides ( I 1 L is l Pt'POLL1117100 ` ( Light pollution Dom improper New optional revolutionary`.-�a,e;:«h .ia;?i.-r technology available for this product with ❑utdcorligtftwastes trNoris 50,000 hour lamp fife. 1" r of dollars and vast quantities of . natural resources annually -----Qghts isa Shown: Gun Metal j Starry blight "Model: SP.i49-02 committed to fighting �,: . � � poihrtbnand restoringour Mounting:Wall Mount herflage of star-filed slides.We offer he widest selection of Socket: Medium Base nlgtrtskyfrlen y outdoor s Electrical: 120V for Incandescent 12V for LED(requires a Ightingfor your home or ;trans#owner " tws ness. ) SPJ49-02(13.314"W x'11-112"Rx 17"Ext) +'Options:Brass or copper in a wide variety of finish options. i Available in incandescent or LED. i Loca#Ian: Outdoor Certifications:UL F-3using:Brass,Copper Light Sourde:A-fig lncandescent(100 watt to wo or LED Bulb; Not Included i Usually leaves factory in: 3-4 weeks t z r Voltage Type: Line VoltTe Applications: Commercial Lighting, Residential Building Mint.-Style: RLM I ci.;grh�_ns Aged Brass,Autumn, Black,.Bronze, Gun Metal,Moss, Natural Copper, Raw Copper, Rusty,Verde Down':aad Product Sp:~-.cTigatio-s t Checkout the complete line of night sky friendly outdoor lIgbts from SPJ L,oiitin7 DEPARTMENT OF ENVIRONMENTAL PROTECTION , E r,� � E APPROVED LIGHTING PLAN Co•tact Us;Prtvaey&[.ego:;Store Poky I ughang Brands a This approval is limited to the exterior lights depicted JUN 25 2015 I1 on the stamped plans. This approval does not relieve t the applicant of the responsibility to obtain any other DIVISION OF WATER approvals or permits which may be required by Federal, SOURCE MANAGEMEY State,County or Municipal law. !� k October 23, 2015 Reviewed by Date 9 fit" r E9-RL I E9- L C; \F L L!p 3�$T+'' y y Wlldiffe Lighting e; .�•,�, a Certification Rlurnbsr - f Y 2012-009 ' Ire til•.. ' _ _- _ _ (.�,, E9-RL: Recessed,round,louvered,brass steplight or uplight with t surface-mounted trim. ES-RL-CR: Recessed,round,louvered,brass steplight or uplight with a CONCRETE RING for recessed trim. `- ^- t-" Construction: Solid brass faceplate. Copper outer housing with wiring compartment,(2)1/2"NPT end taps in rear,(2);16-32 black oxide stainless steel screws. P Lens: Tempered,frosted soda lime glass. voltage: 12 Volts AC..Remote transformer required. E9-RL CAPPER HOUSING Mounting: E9-RL: Recessed in concrete with exposed face- 0.0e0'•[2mm]WALL plate. E9-RL-CR: Same as E9-RL but with concrete ring for 01.7°[04-3cm] SOLID BRASS INNER HOLISIV. fully recessed installation. •Suitable for installation in woad with LED tamping only. Lamps: OO O &4RI;I.M.Gll5; C;rx°;+'upg;r —SVV-A-NFL 5 Waft Amber 251 nannw fla>d rL+IhPri1�):) D3.5"[8.9cm] r:;'+'..,,.• �� '. ,. Wavelength: 597.5 nanometers(dominant) 025"[0.6cm] 599.7 nanometers(peak) 5.0"[12.Bcm] —a[ Optica! _HL1 Honeycomb louver,1/8"[3mrri]thick E9-RL-CR Accessories: _HL2 Honeycomb louver,114"[6mm]thick _PR Prismatic spread lens e" 9.scm RT Rectilinear spread fens 03. [ ] SOLID BRAS$F(�CEPLATE Finish: Unfinished is standard; no specification required. The fixture will weathertoanaturalpatina.The patina process isnaturalwithbrapsandcopper. ;{ _•.::,:.:. . Rate of patina and eventual color is dependent upon climate and proximity tothe ocean. Thus, Beachside does not guarantee any specific appearance. E [EE V E r] [+ 0.35"[0.9cm] CONCRETE RING G 9 [+— 5,4•'[13.7cm] a] DEP441A ��yEyJpR�ONyMENTAL PROTECTION '-�-- IV{SICJPtIAL�J , ff I Cr�F4TING PLAN , �a�$ ,,.1♦ r 112"NPT �aE aFdgG4C IVl I{l itFapc 1¢ tkiP.exterior lights depicted h on hll9eArrstttlla,,mprevl plans. TT EhVis��a�pproval does not relieve yi the applicant of the responsibility to obtain a ( er1 1 ff approvals or permits which may be required bey Oder.,;�l�J r Weight:4.4 lbs.[2.0 kQtate,County or Municipal law. I 02.6" w `—(2)SIDE HOLES [6.6cm] IP 66 E9 SOLID CSA Listed,file#190031 October 23, 2015 FOR OPriONPLENTRY BRASS PLUG 1 D year fixture warranty \' 3 year warranty on MR1 1-.15 s inADE IN USA Project By Date For ordering purposes,please specify(example:E9-RL-CRAW-A-NFL—PR) ES-RL- Fixture Lpmp Accessory(les) 9EACHSIOE LIGHTING •900-405-6732 -Kww.BeachddeLi3hting.com 7 anuary 201 b' of L !1;. a,- II'�'��a 12 iF�F�+'' � ,� � .s�4g+, r x,17• r , i *-� NIL L ,• � alis;!r" ,•,, • � � y��: 9� 1 syr Wildlife Lighting Certification Plumber F #aooa-007 J F s J,3s t r.r..r r H.q The L-012 is a sold brass steplight with a recessed housing: Construction: Cast brass faceplate. 118" [3mm]thick brass recessed housing. g 4 Lens: Tempered soda lime glass. Lens Choices: _FR Frosted glass —RT Rectilinear spread lens GROOVED FOR Voltage: 12 VoltsAC. Remote transformer required. F HEAT DISSIPATION –a-[ 2.1"[5.2cm] �– Mounting- Suitable for outside recessed wall mounting only,in both combustible and non-combustible applications. A 3"di- ameter x 4.5"deep[7.6cm x 11.4cm]hole is required. A : 4 4 spacer is included for this purpose. t 4 Lamps: MR1F 11M Dft chlne+.CU5 g _SW-A-WL 5 Watt Amber 215`natrow flood AIvLv.r41t .1 Wavelength: 585-595 nanometers 64 4 Finish: Unfirished is standard; no specification required. The fixture raiil p weather to a natural patina.The patina process is natural with brass and copper. 4 Rate of patins and eventual color is dependent upon climate and proximity to BRACKET T the.ocean. Rhus, Beachslde does not guarantee any specific appearance. BRACKET 03"x 4.5"COPPER TUBING (2)HOLES EACH IN BACK AND o DSIDE FOR 1/2"CONDUIT JUN 20 2015 02.5"[6.3cm] DIVISION OF WATER RESOgR. iVl4At4E)FaMUBB3N RENTAL PROTECTION APPROVED LIGHTING PLAN This approval is limited to the exterior lights depict d 0 O on the stamped plans. This approval does not relie the applicant of the responsibility to obtain any othe approvals or permits which may be required by Feder Weight:3.71te.11.7 kg] State,County or Municipal law. IP 67 04.4"[11.1cm] CSA Listed,file#130030 ��' ' October 23, 2015 10 year fixture warranty 3 yaar warranty on MR16 LED IampsReview d by Date MADE IN USA Project By Date For ordering purposes,please specify(example:L-012—FR—SW-A-FL) L-012 — -- 5W-A-FL Fixture Lens Lamp aEACHSIDE LIGHTING -8130-405-6732 -www.HeachsideUahting.cam , � 4 October Transformer and Remote ®river Compatibility Lt--chnical Data Transformers for Submersible Ef Swimming Pool-rated LED Luminaires The following list of transformers are for use with submersible and/or pool rated luminaires specifically described as being compatible with either 12 VAC(wirewound only)transformers.Compatibility will be noted in the ordering code of the luminaire concerned,and will typically be referenced by Voltage Code'13'or'13-DIM'.In the case of'13-DIM'additional components maybe required.Refer to the applicable wiring diagrams. Compatibility with each transformer or power supply is indicated by the value mentioned,representing the maximum number of luminaires that may be powered from each transformer or power supply.Please note,this does not take into consideration voltage drop or ampacity limits of the branch circuit.For assistance,please contact factory. Pro!.Spa&Fou;t'-.3t:t Transtsrreers I Ls-Tim I LS-TSS-100 i LS•T-30o i LS-TSS300.1 LS-T-50 LS-TSS-50 !�potYO!:a,Ms 120d•B11fiz i*V,rcu4z ,t;C!i:. 1l9-e;ort: tVv,b31z WLFA4z OLIputYrtt 3 1,+'+:rIA` tarl,ir 11'i3 gYtict-u t ii i!VL K.• 1L-13'id'a f#v •�1a1a a,Hi S'2ri:r `d h9 F!: tiatGlge +OObil !o7btt UY4 „l11'N �t+P4'J �clnyy LSWAKS-21.Q,:1Wet 14 i! 'F •!_' ?f :q i 4 ECOVE JUM 25 2015 DIVISION OF WA'T'ER �?ESCJURCE MAMAGEMEb t Transformer/ Power Supply Specifications Tec"IIniceiiI qata- Pool,Spa and Fountain Transformers LS-T-1 00/LS-TSS-1 00 LS-T-300/LS-TSS-300 Magnetic transformer-wall mounted Magnetic transformer-Wall mounted Input_ 120 V Input 120V Rating 100 W Rating 300 W Output— - 12113/14V - -- _ .- .__.__ _.. Output output Circuits 1 _Output Circuits 1 e breaker Protection Electrostatic shield,short circuit and over-voltagProtection Electrostatic shield,short circuit and over provoltage breaker Ap vaIs __ UL,CUL -^ - - _ Approvals _ UL,CUL_ — NEMARating 3R _ _ __ _ NEMARating 3R _ _ ConstructionPowder coated steel/stainless steel"-TSS-100) Construction_Powder coated steel/stainless steel(LS TSS 300) Dimensions H 9.0_6"{230 mm) W 5.06"(129 mm) D 4.59"(117 mm) Dimensions 119.06"(230 mm) W 5.06"(129 mm) D 4.59"(117 mm) Weight -12.5 Ib(5.7 kg) -- ---___---— Weight^—_13_1b(5.9 kg) _ LS-T-500/LS-TSS-500 Magnetic transformer-wall mounted Input �----------120 V ------•-•----- — I -- 500 W — output 17/13/14V Output Circuits 1 -•-.--•--+ ----- •- -- __—_- Protection Electrostatic shield,short circuit and over-voltage breaker Approvals----'UL,CUL _ NEMA Rating 3R Construction! Powder coated steel/stainless steel(LS-TSS-50-fit Jy---- Dimensions_ H 9.06"(230 mm) W 5.06"(129 mm) D 4.59"(117 mm) �ECEWED a DIVISION OF WATER RESOURCE.MANAGEMEV t /A TLJ1"[ ..33,ANS-2.111) Swimming Pool Luminaire fJi F ri-p618 Intertek The LS333ANS-2LED is a svAmming pool-rated luminaire,and one of LumascapErs most popular luminaires.It is constructed entirely of 316 marine grade stainless steel,and has a special alignment feature to ensure the beam of light is perpendicular to the installation surface,even N the wet niche Is not The use of LED allows for the creative introduction of color and imp-oved energy efficiency. Specifications Lamp Source, 3 W LEO 15 Red orange(620 nm) Approved Use Swimming pools and fountains-wet niche Not approved for use in Canada Control Options On-site or factory-programm able brightness IP Rating IP68 to 6'(2 m) Construction 316 marine grade stainless steel 1.S333ANS-211.0 Swimming Pool. Impact Rating IK1 0 with OptiClear"lens I Standard Inclusions Teflon coated cover screws MicroAndLeach'"wire entry Thermal cutout 16.4'(5 m)underwater cord For extra length consult factory Remote Transformers Refer to Technical Data section o.r(3 MM) Giderseparate.-Y for application speedic options Ambient operating -40 OF to 122 OF(-40'G to+50'13) Temperature Photomotdcs Refer to 7.; L."li; Any luminalm can become hot-take cam with appmpfiate use and placement ' E ------------ "3EVED 7�i�UNS-UEGI 13 jUN 2,5 201.5 LAMP OPTICAL Sys. T INPUT.VOLTAGE t 4- Descdpfto WatWa Color Coft Beam Cade 118scripfia" CO'd—. ] 'JIVINUN OF WATER I.ED aw Red aranue ieM nm) 1RDA Name 1124 5 lv,-W tk F 13111 1 'ESOURCE MANAGEMEP Plarraw rlUdl 7 !! 0, appmylsta L-ensfolfIBE Mvdim, ME Wide 4D'I WD DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVED LIGHTING PLAN This approval is limited to the exterior lights depicted on the stamped plans. This approval does not relieve the applicant of the responsibility to obtain any other approvals or permits which may be required by Federal, State,County or Municipal law. Reviewed by Date x •-I1'ICDE BOND DG!I I ° p [, 'r..D.o c I LTL. �( ..• PLewicr(In.l � .._ - a.'ERu-x . sn 405FD Ii00P •aI •. -- _.I - - A-i POM 'IC I Crttn[r60..xE3�:1 I rryP3 u�i ae _ F'SiFUCN:aL �e� DDL INCL-1 P.neNe ' v ]-AI`__ m sw.x nm Rvpxcvc - +P 1 I+ .•-'i / - .. zi �suwOY rC•01URLONr,AL r4 tiLp pvr.l /I'-vF.cYr _ �rzv:cuc3rr nuwv TXAL W. A 0r r'.p�ur,., , i[SL^u m p u v for su�vmaT __ ,+ � _ i cmwx 0 ]-B+D;1 �. •• .0 •" 4NICFTXAL FD I + I{'SUPP 5� NO PED,�� 1. .+0 E1. -L. _ '- .� o In yx loP lirtvaanr 'n. --r'r-• � - �<cvc - I r,vcnnr..L I. •EOaR ai IfA,ZO:iIAt u -�1• /J 0`Y t / \_ i' _.,:.cENrz;Em•/'_.- - H 1 II EA u.oDT�. ./map Ra:r. A nar Dm,-�', ,\ mP E."cML4.v snA�J bot d:PLACED mm:.RNET •. f •• '- 'v..v>r Bm. sLst•coi' 1i;, 'x _ xrr:mu.c<owmR: I I _ \ 1 L 0 m'" nD FROT"P�Li It 1xa's' , - .�.`]o-IE-vn L, `Iz'n lou+irc0 �'c e''iPc'N,_-T -- ~�Jn'ao•CRADL I- - fl_Ifi,l.'u I ! E,11 r 001. . D[A[:A: .LA9� 1 _ r R .� L141CCPU � EOTi.S ��• �'\\ •m 4vE / \ ++'/5-Y]101.1 BDIr.Y `/ iNrnC1[nSVp BJ SnRruPi u^I.+. yA p B-e J .In^ f.•:ERrKx "IJ SnftnuP3 m 11'ac BNUGipL'As•PRC Riup.� B. I \ \v-DDID CR vtrnp / CA wnT COI. •"\ IaLtL 10 4R DE.-il1:0 ` 'A FCC-•_'CE OEI L 0•^3 I L•ERCASI PILC C,rf 5 [OA IRUCNRnL� I1' ti11C-d 1/Stt 1 vJ pB0s c Pr10'p --OET E 'Gil[SJAG -' IAA PRC CAP Eu S C I3'n.cJ 1 A-n P]E-SrE DETAIL - tl,v JO•.I t'G:.UC Fi C '`STIP.ftUPS 0.1'6e POOC EDGE DETAIL. - ] D(:TAIL ] POOL EDGE DETAIL + GE7Ail_ em2J/+••i� sLl .Lc Ua.+-o sl.l -'LL L. r-o• .. sl l .L[. ]/•'.r_w -94 Hop20.vlAC u qna AL11111AL E cRiENlantn L.Irr OaLL DOPE a! c 1Ern[BRE `I•P i -i.-';r1 ,'i�d- vERTCAL m 21'... P. r? 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Jn-.r_o - sale ]p'=t-o s_7 >n• r-o- _ _c,a: D/r r-o- - Q = W ZQ �Un j ED I_- < -Q O N O N Z LIJ _0 m POOL SECTIONS AND DETAILS RECEIVED NILS 3BI5 DU-47 ,512 TOVEY-PARKING AN-D--T -F-"l C------ !, PLA,A9771972 noo 96 9 NO �TH 197 3- 1964 1960 Go 1957 9 JL 's o 196 1958i i j 195 1 196 194 19571945 195 2 195.3 OFFSITE 1 19 41 TARKkG 19 46 1949 93 193 7 NV 19 45 19*3 6 19 3 1 1941 f TOVEY - 27 19-3 RESIDENP 192 7 11923 t 1917 18 90 19 3 7 18 97 18 84 1 49 2 9 188 7 5 1878 I It 1925 A- 1�-)2 1 1872 1 81 1917 8 31 1 6 1 1 118 7,--,' 1864 1115 1.1 .8 7 9 1870 1 1 4)- o 1 5 8 JLI)o5 113 7 7 18,49 1874 1,435 2 1-�)OJL Comp. By: RLC e 0 �ID �� Date: 11/16/2017 Carper Engineering, LLC Rick Carper, P.E. ON-SITE STORAGE VOLUME CALCULATION Address: 1927 Beach Ave Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion,and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr.rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 9,448 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd"C" Impervious. 4,080 9,448 1.00 0.43 Pervious, 5,368 9,448 0.20 0.11 Runoff Coefficient(C)= 0.55 Runoff Volume V= 0.55 x 9,448 x 9.3 / 12 V= 3,994 ft3 Postdevelooment Runoff Volume: Lot Area(A) = 9,448 ft' Runoff Coefficient Area Lot Area Description . (ft2) (ft2) "C" Wtd"C" . Impervious 4,649 9,448 1.00 0.49 ISA 49.2% Pervious 4,799 9,448 0.20 0.10 - Runoff Coefficient(C)= 0.59 Runoff Volume V= 0.59 x 9,448 x 9.3 / 12 V= 4,347 ft3 Required Storage'Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 4,347 - 3,994 DV= 353 ft3 Retention Stormwater Calms AB-onsite Retention w-gmd_1927 Beach Ave 11/1612017 Comp. By: RLC • a a Z) •t Date: 11/16/2017 Carper Engineering, LLC Rick Carper, P.E. ON-SITE STORAGE VOLUME CALCULATION Address: 1927 Beach Ave Provided Storage: Inground storage=A*d*pf A=Area= 120.0 d=depth to ESHWT= 10.0 pf=pore factor= 0.3 Inground Storage= 360.0 fe Required Treatment Volume= 363 fe Supplied Treatment Volume= 360 ft' Note: Proposed Treatment Volume does not include pipe volume. Retention Stormwater Calcs AB-onsite Retention w-gmd_1927 Beach Ave 11/16/2017 Williams, Scott From: Rick Carper <rick@carperengineering.com> Sent: Thursday,January 18, 2018 7:27 PM To: Williams, Scott Subject: FW:Tovey Res 1927 beach ave Turfstone-Cut-Sheet-York(1).pdf Attachments: Turfstone-Cut-Sheet-York(1).pdf Scott,attached is cut sheet for pavers at 1927 Beach Ave. This is classified as an open-grid paver, so does meet the requirements for the 50%credit. Rick Sent from Mail for Windows 10 From: RT Thompson Sent:Wednesday,January 17, 2018 5:05 PM To: Rick Carper Cc:Scott James Subject:Tovey Res 1927 beach ave Turfstone-Cut-Sheet-York(1).pdf Hi Rick, Could you please forward this pavers cut sheet to the City of Atlantic Beach? Scott James James&Sons Builders. Inc. 904.509.0812 cell 904.247.9242 fx ScottJames.1966@gmail.com 1 Tu rfsto n e' Typical Cross-Section COMPACTED SOIL AT PERIMETER CONCRETE GRID PAVER 3 1/8" (80 MM) MIN THICKNESS SOD PLUGS OR GRASS SEED TOPSOIL IN OPENINGS FILL 1/2" (13 MM) BELOW SURFACE 8" 1" TO 1 1/2" (200 MM) (25-40 MM) BEDDING SAND IN COMPACTED AGGREGATE BASE I I 1=1111 I I Ed I I IH -I I I I Mi 11=1 I I -1 I I. -1.11 -1111 -1 L1 =J 2000-ro I�1=cP�Q GEOTEXTILE AS REQUIRED =1 I o0 TURN UP AT SIDES ---III-111 111-f��--111-11T-��f--TCOMPACTED SUBGRADE 1. BASE THICKNESS VARIES WITH TRAFFIC, CLIMATE, AND SUBGRADE. 2. MINIMUM.BASE THICKNESS: 6" (150 MM) RESIDENTIAL DRIVEWAYS, 8" FIRELANES & PARKING LOTS. -- ,4'f-Tilt _JF=TH[R d= •s Our Commitment To The Environment. s For every square foot of our permeable paver products sold, r �n York Building Products donates a portion of the proceeds to the Chesapeake Bay Foundation. 87H1.ar i . ��,... .....•�. _�.� _ �.y^.�.' _�. .o. .ems �` -'�' �.c...�.Z"`'"�` —.7 ...• .is. ..� �. ..... �..r .... ...� .ws ,ew .,...- w.._.w 'r.°a_ .,.s .s. m.f r.,,.-.r _v.w ,..s -...__ T'.'-'!`7—"'.�-' +� -w•. .�, .�... .... ae.ar �... ..... ..w.e :.. ,�., r.•a.n-+ ae+w ..., wax"rw °ns .c a ,ra, vw r.ri cwt.,.,wt .aaa..+:-7.r. .su -r.- �.. vwti. -aw.. -e»: s4 .,... �.. ..ar w. .,.. w• .... wr.a .+en ,a.. .... re+r .twit"..� e..a ..-. wi.. .,aa •.,t. ..� .... ..w°^ +.:: s+t =+w: w.:,wr. �v►. +erw -..`. ..� ate• wwe wr° ,... m..+ r.a.r —W •aa crw. � rm� -w+a ws'rw w�::�+['•'.orw� ari'Avte .0" ."W'' Iw. -w mom 's war rwa A•'+"e.- �" °�•w M_..i�e.�wasMf" !sK'-'!•f�we�K eWn ww ys t�•n •� mow... �wR. •*.Kr.. ' +lie. -�'�1Y...vrl. •70. �i .'.wee.- .++. .w+ Ar .wr._ _W �n rte.. AP Mw rwb_-.ss�, 9••s•t ae -,ew--fww .'w•wo:.�as = wrw :frw..-ars. qw. -rWF: •!.+v -+ate. ► `aa�. w " /•" '.w..i4r'.� .�*• +..r °N^.r .ru�r •.en vwa rrru;-w•r rr.+- rse•r;swrra va srwc rwc 7 ews' wwr-`fir. �s••w, `er+�- �I!»!•i. 'dab. �sw. war .wr- .wsw- wow �.x✓ .0" carr XWVe ..OW Ml ar--iRM raw !ow• laK a�'iere�s�as .�l.�-'`•1.1�6,_1•••l RE°L1;. aha °95•!- `lf.. '�!'+••w .rsEr `cn oar, .r�r•AnH"nar ;WW MW ,:�urs`w:_rrw eras _UIC weR_n r 'VW_.+cru - #n o t a•sr AWW MW `�"AWV - atter -aw aso• , atr• .s•1 ,esa arsi _Wft !M ar•s +Ilrf. ll+s •sF e° wr4 j1• AlZf ..sari "s VQ& TA' r Turfstone is a thick, square slab with open grids that allows water to permeate through the system. Turfstone can be used for overflow parking, fire lanes, erosion control and parking areas where permeable paving is required. Turfstone's open voids can be filled with drainage ° aggregate for maximum infiltration,or can befilled with soil to allow greenery to grow. However,soil and turf will reduce the permeability of the system _• a �: �w9• • _ • •I but will enhance the overall appearance. -•• • e , °_ .':.° F Turfstone meets ASTM Specification C1319 for Concrete Grid Paving Units. Compressive Strength:5000 psi min. for more information fr. _ or technical-consultation: DC,MD,VA,WV: ,- Ken Sperber ksperber@yorkbulding.com YORK 410.446.4742 BUILDING DE,NJ,NY,PA: I 4,.PRODUCTS Raul Hartline 950 Smile Way Size: 16"W x 16"Lx 3-1/8"D . phartline@yorkbulding.com York,PA 17404 SF-Unit/SF-Pallet: 1.78/106 717.286.8169 Pts-Pallet/Wgt-Pallet: 60/2,040 lbs. www.yorkbuilding.com Iz-TL E- L-016 v off a uogr� '; a o Wildlife Lighting " Certification Number 2008-08 The L-016 recessed fixture combines the flexibility of a standard MR-16 lamp/ LED with the corrosion resistance expected of a Beachside fixture. The gaskets . on the brass trims securely seal up against the bottom of the recessed can. Ani internal brass bracket assembly allows angling of the lamp up to 30°with 360° rotation. The L-016 is intended for new construction applications and is integral- ed with magnetic transformers(120V primary,12V secondary). ` Housing: Recessed ceiling fixture for new construction. Mounting: Lamp housing is removable through ceiling aperture for access to junction box.Housing can be lowered and ad- justed to ceiling thickness. Dual extension hanger bars span from 15"(38.1 cm)to 25-1/4"(64.1 cm)with revers- ible placement feature. Bars attach to sides along length or width of mounting frame. Hanger bars may be extend- 05.0"[12.7cm] ed to rest on T-bar grid. For insulated ceilings,maintain a minimum 3"clearance around fixture. Electrical: Magnetic, Class H transformer with Molex disconnect in o 0 j-box is fully dimmable with magnetic low voltage dimmers. Transformer has internal thermal protection.J-box has (4) 1/2"K.O.'s and(2)concentric 1/2"x 3/4"K.O.'s with spring latch access plates.Suitable for Wet Location Use. 02.5"[6.3cm] 02.1"[5.4cm] lime Lenses: Tempered red sodaClear COMMUNITY COMMUNITY DEVELOPMENT _FR Frosted A l P R O v stment bracket Lamps: allows aiming up to 30° MR16 LED,GU5.3 Cree chipset —SW-A-NFL 5 Waft Amber 25°narrow flood 5.5"[14.Ocm] J Amber(15001() Accessories: _HL-MR16 Lamp-attached honeycomb louver,1/8" Ceiling (3mm)thick _PR-MR16 Lamp-attached prismatic spread lens 0.4"[0.9cm] 0.8"[2.1cm] Finish: _FIN-AB Antique Brass Acid Finish _FIN-BK Black Acid Finish _FIN-DB Dark Bronze Acid Finish _FIN-GM Gun Metal Acid Finish _FIN-RB Red Bronze Acid Finish _FIN-V Green Verde Acid Finish _FIN-NK Satin Nickel Plating —FIN-WH White Powder Coating 5.75"[14.6cm] 0 5.25"[13.3cm] Unfinished is standard; no specification required. The fixture will weather to '0 a natural patina. The patina process is natural with brass and copper. Rate 00 of patina and eventual color is dependent upon climate and proximity to .� the ocean. Thus, Beachside does not guarantee any specific appearance. 10.5"[26.7cm] n Weight:7 lbs.13.2 kg] Ceiling Opening: 4-3/8" Max Ceiling Thickness: 1" IP 66 CSA Listed,file#190030 10 year fixture warranty 3 year warranty on MR16 LED lamps MADE IN USA Project By Date For ordering purposes,please specify(example:L-016—CL-5W-A-NFL—HL-MR16—FIN-BK) L-016 - - - - Fixture Lens Lamp Accessory Finish(if any) BEACHSIDE LIGHTING -800-405-6732 -www.BeachsideLighbng.com January 2015 Shopping Cart You Reach Us Via Email At Sal es@StarryNight1jght&com — —� Home>Outdoor Wall Lanterns>SPJ Lighting-Night Sky Friendly Solid Brass or Copper Wall Mount Fbdrrre(SPJAIrO2) — — SPJ Lighting-Night Sky Friendly Solid Brass or Copper Wall Mount Fixture(SPJ49-02) Interior Lighting Outdoor Lighting Item#: SPJ49-02 Landscape Lighting List Price: $289.99 Commercial Lighting Finish Options: Aged Brass(+24) Shop by Brand -Shop by by Room I l Incandescent LIGHTING BLDG Quantity:,1 i t- • _ a Aurora Borealis lights up Iceland - COMMUNITY DEVEL T Building lights in Seoul off by 11 OPMEN 1 ED Light Pollution Erases the Stars ®� From Urban Night Sides �'r1 �/ m LIGHT POLLUTION New optional revolutionary ForeverBright LED technology available for this product with :•``""��.; Light pollution from improper 50,000 hour lamp life. outdoor lighting wastes billions of dollars and vast quantifies of , — natural resources annually. Shown: Gun Metal Starry Might Lights is committed to fighting light Model: SPJ49-02 pollution and restoring our Mounting: Wall Mount heritage of star-filled skies.We offer the widest selection of Socket: Medium Base night sky friendlyoutdoor Electrical: 120V for incandescent 12V for LED(requires a lighting for your home or transformer) business. SPJ49-02(13-3/4"W x 11-1/2"H x 17"Ext) Options: Brass or copper in a wide variety of finish options. Available in incandescent or LED. Location: Outdoor Certifications: UL Housing: Brass, Copper Light Source:A- t t L D Bulb: Not Included Usually leaves factory in: 3-4 weeks V,46 7Q-P A 19 00—02 Voltage Type: Line Voftage A.yvlke L, F-.n. Applications: Commercial Lighting, Residential TURTLIF APPROVED Building Mnt-Style: RLM Finish Options Aged Brass,Autumn, Black, Bronze, Gun Metal, Moss, Natural Copper, Raw Copper, Rusty, Verde Download Product Specifications Checkout the complete line of night sky friendly outdoor lights from SPJ Lighting Contact Us I Privacy&Legal I Store Policy I Lighting Brands Q L-012 .,I Lin Wildlife Lighting 0 Certification Number #2008-007 �A The L-01 2 is a solid brass steplight with a recessed housing. Construction: Cast brass faceplate. 1/8" [3mm] thick brass recessed housing. Lens: Tempered soda lime glass. Lens Choices: _FR Frosted glass —RT Rectilinear spread lens GROOVED FOR HEAT ISSIPATION Voltage: 12 Volts AC. Remote transformer required. 2.1"[5.2cm] Mounting: Suitable for outside recessed wall mounting only,in both combustible and non-combustible-applications. A 3"di- ameter x 4.5"deep[7.6cm x 11.4cm]hole is required. A A spacer is included for this purpose. Lamps: MR16 LEU' Cree chipset,GU5.3 _5WA-NFL 5WattAmber 25*narrow flood Amber(1500K) Wavelength: 585-595 nanometers 44 Finish: Unfinished is standard; no specification required. The fixture will weatherto a natural patina.The patina process is natural with brass and copper. WALL-MOUNT Rate of patina and eventual color is dependent upon climate and proximity to BRACKET the ocean. Thus, Beachside does not guarantee any specific appearance. 03"x 4.5"COPPER TUBING (2)HOLES EACH IN BACK AND SIDE FOR 1/2"CONDUIT COMMUNITY DEVELOPMENT APPROVED 02.5"[6.3cm] 0 0 Weight:3.7 lbs.[1.7 kg] 04.4"[11.1 an] IP 67 CSA Listed,file#190030 10 year fixture warranty 3 year warranty on MR1 6 LED lamps MADE IN USA Project By Date For ordering purposes,please specify(example:L-01 2—FR—SW-A-FL) L-01 2 5W-A-FL I Fixture Lens Lamp BEACHSIDE LIGHTING -800-405-6732 -www.BeachsideLighting.com October 2014 E9-RL / E9-RL-CR 4: Wildlife Lighting 3 " ` Certification Number ' 2012-009 E9-RL: Recessed,round,louvered,brass steplight or uptight with ; surface-mounted trim. E9-RL-CR: Recessed,round,louvered,brass steplight or uptight with a � CONCRETE RING for recessed trim. Construction: Solid brass faceplate. Copper outer housing with wiring compartment,(2)112"NPT end taps in rear,(2)#6-32 black oxide stainless steel screws. Lens: Tempered,frosted soda lime glass. Voltage: 12 Volts AC. Remote transformer required. E9-RL COPPER HOUSING Mounting: E9-RL: Recessed in concrete with exposed face- 0.080"[2mm]WALL plate. 01.7"[04.3cm] SOLIQBRASSRE�RHOUSNjG. E9-RL-CR: Same as E9-RL but with concrete ring for fully recessed installation. -Suitable for installation in wood with LED lamping only. o Lamps: o MR16LED,GU5.3 0 Cree chipset =5W-A-NFL 5 Watt Amber 25°narrow flood Amber(15001Q 03.5"[8.9cm] [�- 0.25"[0.6cm] Wavelength: 597.5 nanometers(dominant) 5.0"[12.8cm] 599.7 nanometers(peak) Optical _HL1 Honeycomb louver,1/8"[3mm]thick E9-RL-CR Accessories: _1-11-2 Honeycomb louver,1/4"[6mm]thick —PR Prismatic spread lens 03.8"[9.6cm —RT Rectilinear spread lens ] SOLID BRASS F(�CEPLATE Finish: Unfinished is standard; no specification required. The fixture will o ��'�.t weatherto a natural patina.The patina process is natural with brass and copper. o ;; Rate of patina and eventual color is dependent upon climate and proximity to O o O ;; the ocean. Thus, Beachside does not guarantee any specific appearance. o ii U y• .t .. -i I--0.35"[0.9an] CONCRETE RING COMMUNITY DEVELOPMENT [�— 5.4"[13.7cm] APPROVED 1/2"NPT �i Weight:4.4 lbs.[2.0 kg] 02.6" (2)SIDE THRU HOLES [6.6cm] E9 SOLID IP 66 FOR OPTIONAL ENTRY BRASS PLUG CSA Listed,file#190030 10 year fixture warranty 3 year warranty on MR16 LED lamps MADE IN USA Project By Date For ordering purposes,please specify(example:E9-RL-CR-5W-A-NFL—PR) E9-RL- - - Fixture Lamp Accessory(ies) BEACHSIDE LIGHTING -800-405-6732 •www.BeachsideLighting.com January 2015 San a los,CA Road,Unit#19 LU C A E C t:n San Carlos,CA 94070 D INC. FREE CALL 1-866-695-5862 US&Canada info@lumascape.com LS333ANS-2LED Swimming Pool Luminaire Underwater-Turtle Friendly o " IP68 '/�e mlcro�itl �1¢Iie- CADdetails Intertek The LS333ANS-2LED is a swimming pool-rated luminaire,and one of Lumascape's most popular luminaires.It is constructed entirely of 316 marine grade stainless steel,and has a special alignment feature to ensure the beam of light is perpendicular to the installation surface,even If the wet niche is not.The use of LED allows for the creative introduction of color and improved energy efficiency. Specifications Lamp Source 3 W LED m Red orange(620 nm) Approved Use Swimming pools and fountains-wet niche Not approved for use in Canada Control Options On-site or factory-programmable brightness IP Rating IP68 to 6'(2 m) Construction 316 marine grade stainless steel LS333ANS-2LED Swimming Pool Impact Rating IK10 with OptiClear—lens Standard Inclusions Teflon coated cover screws MicroAntiLeach—wire entry Thermal cutout 16.4'(5 m)underwater cord For extra length consult factory Remote Transformers Refer to Technical Data section oa"(3 mm) }{. Order separately for application specific options Ambient Operating -40°F to 122°F(-40°C to+50°C) E I E E Temperature Photometrics Refer to www.lumascape.com a I I a a Any luminaire can become hot-take care with appropriate use and placement 3.1"(eo mml 4.7"(120 mm) LS333ANS-2LED 1R04 t3 LAMP OPTICAL SYSTEM t INPUT VOLTAGE Description Wattage Color Code I Beam Code Description Code LER 3w Red orange(620 nm) 1.804 Narrow 14" NR 12-15.1),60.Hz. Narrow Medium 25' NM iii Requires appropriate transformer. Medium 30° ME Wide 40- WD COMMUNITY DEVELOPMENT APPROVED www.lumascape.coni C1676US-1 F 6 Sep 2013 3 Pi. UG".. A - SPECIFICATION SHEET SPJ49-02 Accent E 17• O O O 6° Dia.Canopy 11 i:Y 13314' MODEL: SPJ49-02 1 r u1l MATERIAL : Solid Brass or Copper �=n4r FINISH : Specify GLASS : Specify ELECTRICAL : 120v SOCKET : Medium! Base LAMP: 100w Max. (riot included) TSF-A-(1--0110-02 MOUNTING : Wall Mount A14W DRAWN BY MMC Bkcz ostw;SPJ ME 01-10-10 SPJ LIGHTING INC. 2,1107 Chico Avenue RECEIVED South El Monte,CA 91733 (800)469-3637 FAX:(626)433-4839 JUN 2 5 2015 DIVISION OF VVAfER RESOURCE M.ANAGEMEN' i MAP SHOVING SURVEY OF LL COR AOF MAT PART V LOT M.NORM ATLANTIC BEACH UNIT N0.2,AS REDED W PLAT DOOR 15,PAGES'OF — ME MWENT PUBLIC RECONOS OF DUVAL COUNTY,FLORIDA LYING WESTERLY OF ME EROSON CONTA0.LINE AS tl =yT•••E E•� _ I ESTASUSHED BY PLAT e"35,PALES M.WA AND 598 OF THE NHHENT PUBUC RECORDS OF SAO COUNTY. If DEPARTMENT OF NATURAL RESOURCES MONUMENT N0.72-B1-416.JULY,191989. ffl . ff III II 11 _._ x'T"`.�.x-.' `�� x—�•o, +,l ,l .� II LOT 53 11 STORY FRAME 1 C^ m 1 RESIDENCE II P > T N0.1931 I 9 r �0 ao'l0 E I d C7 ,,.o \ I S1 s r�17= Pn'O ` N8'40'4TE w -onz D i 1 n g m N• 16. c1f LOT 5? o Each U E SES OII 1 G C7 �� 2 11 a� e�; �.a 9, uNi i! Q i ii N• I a, O M �I� °.o / T I N 1 ('S ' m IjD: NizEr� I Na lcn Iz ' ncvnw mm M v FRmrRIY I LOT 51 to •I _ —Im Y :n it I � �1'.� Y, II wAxuPOwmm !! I g fi II 'Z! n i `y 9 1 6a"�•I ��A°ew1A"=As � R: N�Nwe'°"°"1:"�LT��W:�Me �o TOR Rnolxo LWmm wA F�oN6M'."ma�as • I �wz m7l•.AA�L'..i`L— 'pnCueL�rv`ve ra0 x wn 1 Onabern.7p13 1 I I _ tnC(��loClu nw USM 1 I p+rcnm ML[wl.aa.un.-110(,A.1.10 Nx I� I -,rTY S (HEREON APPEARS 10 UE IN TYrmmW rwWUA.r�u�Awuo�d i30>�SII et In.mr I N FLOOD=AWES•X(AREA D4AN ANNU ,ME 0.25 (9(IwYe a i�rt a�•iw Icml AL CE fIDCOPUW)ANN,ROOD LOVE Ii •AoO'(OEPM"ASWELLASCANBEOEIEAYINEO eM �•S� == R>�w OO 'L RECEIVED 1 lm+Rr I FROM THE 8000 SED A FE RATE YAP Nc 1 I O,MTY.40M,NENSED.MME!,]013 fIXi OLIVAE x• w vA a�(xpN xLw•Vp JUN 25 2DIS CWNtt,RORIOA. DIVISION(IFER9EBOURCE WN46E EP / -11 711 DEPARTNIEN18TH STREET THIS A R EY WAS MADE FOR ME BENEFIT OF HEMN PAR- MONUMENT OF 2-81-AL RESOURCES „_:.::•"^I: %. MONUMENT 2NO.18 72-81-417.JULY,•1989. NORTHING:2186220.9 FASTING:530133.1 • DONN W.BOATWRIOHT, P.S.M.. - TOPaLBAwnc UPDATE-FEBRUARY 26.2015 FLA,LIC.SUR VEI'OR"AND:MAPPER No.LS 3295 uffn�SIg1t1G AMrOµu•CVAm''�0A 10/14/1014 ABIDED BUB B TIES TO ME PROPERTY UNE RORIOA UCENSED.SUNVEYWG All MAPPReG BUSNE5S No IB 3672 CHECKED BY:—FlLE: IDRAYM Br. BOATWRIGHT LAND SURVEYORS -Inc.-- 1500ROBERTS DRIVE JACKSONVILLE BEACH FLORIDA DaTE.ANW,ST.2A.x01. sHEEr_Dv= IBo.12.1-8354 � - xe;2Dw-Ms6 1 NOTES AE35R5 I�R iti I' THELE 0. 1.1 II III I it i AL.OHAEtP vstPDnoN vP srw.�nrtu res, �'t 1°�III i� r«.�rm,m ne wo+cao s.w nJ a" ra-s.nw xw�rw oc ro.sxti..Yv .,cw z. +: r ,x rua< wr..k ro m vwtim. a v vaxw dv.w wK.w a eu,car+m wv.,r -.n•us rt! ,.ma - Ur - U I swtt w.rv.v vcrca+w,n n.c4alr.ti rwta c n�evr m rwn�. .wxm.�croa ,-s., ,u�sot_raw u,Y cr nc ww�,cn+��¢ J wn -rvnev'cwM �� I �nc ~ 0 nE0 VNAJ..L SECTION .., K,a .,.Kr.,,,,.,,,v..:.m�r .K,�.,.�e<..,vm an,.:.,.,..>.aa.....>.��•.�,.a:,..:., .ten. .,...aa..�<ac..�.„<�a,n-Jno� �,.«�„�,<..K AI '��Q , CR055-5EGTI0N9 un:.e�cs,a ne rws,.eow.rvwi mrurrec,ww,o rerr.,x..x wa - ...y ..m.e.�wew. M Hw ma.au. TAE�R90i9 m.a rv.+omL,iMi`^vew.v A [G WN"MP,I LMIFO. , ISiRIEJiED LIVE:DADS A 93� i I uwimwr.uv..ca wv„c.n✓uc w.mn a.:ucaoNee r.rvu.-r_+... � ��^ IINPPCR 561ARE FOOT) All ^M v DETAILS arK....,.K,°«..,�,,,.�.,..� <a..ro.,. � � v ELEVATIONS CONTROLLED HE!SHT .oPrIVNAL NAwRAIL sec71oti5 ^' ` N KNw w< Duval County Wind Speed Zones13 I' P,65 INDEX OF DRAWIN65 ., ADD now.L NoiE� �� `L� %� y ° f` I' i�bl AROHITE67URAL DRANINS5LU �.�.�s<r 5-fR�l-/G7URRARANIN6 21 LU ,vu�R.�cw• rAeLP Rs019a] AREA 7A13IAATION o.n� �"o a� WItdJ-EOR12'D®RI9 PROTFLTON PASiPNIN6 9G16U.L' wv cunni¢rw+e:c.rno. / l I- FOR YDDD m�i..v�-PAl@L9.ccn O G �+R'�.TION OP OPENII✓w—IN TIIE--,.IID [O -D"� a,rv.on arm znw,:erw.-�.weoro e2G 5'y -ems µ ,•�ee,urv.+w,m:ro s.narew¢,.w ux.wce � O RECEIVED tot xa 2015 TOVEY RE5IDENGE LOT 52,NORTH ATLANTIC BEACH,UNIT TWO ��- ATLANTIC,BEACH,DUVAL GOUNTY,FLORIDA 7 o b• ye cen '• ,au„n a �r:aa.,_wuc a ero Wawa �• • V' Q' I =O 256&J 2 a ON AI a 18 I Anne �.�ew OFP FOOTPRINT TAEl1LATION ��!. �•+ I m�o Ni.-:'�s�..e� �w iro n.�i.wlw.uxeuzveo.az' wvr.wenn 'f ��aec cwarae m.u�aa.ee«v. W. I LUT/FILL TABLE � ��15�'lll ilii 9 RLOT 53 A DP NA9'"'4]"E t_ I 11 DO D ...e s C a ;g I _ ux a O — U m a a j ury.a�dwea"�m" ' LOT , 5 I T E PLAN — A 0 f �' i _ acne,r.°o•o• ° }, .. rW.OP.IINT PPAifF lm s;Ii RM ARPHnc BPKII iwT ltL.;M PFLofAEO NRATB0OK$.PPE"M 7 9 RB0.PliElrt RRLICPEGWmS GF PNAlCON1Y.RDWDA LYIW'VESlEF1.Y[F T@BTW'DN CGY.YFDL'LBB AS g or..7"' g� r CSTABLI'JTD BY RAiBWK Y5.PA6F59V59A ANo5�eF'IBE 0.NPHIi REIIG RCYgFD5WS1iD CGMIY. W - 4 i IF "�`�`-I `� A• InNnnNuwwl I noomw RECEIVED r�J OCT 2oy015 �y U -ATLANTIO OCEAN 11! 51TE SECTION A—A D R—47th .�-.I•...��n.n.e,� SCILET.y�'o• z � DAMI•lNWda ..an{•m M 0—OE g �.w>➢•r�o� o�. .,a o�.a Uy' w anon 2a I8 I LE NT N81'ST44"E 476.58r o OOPPP°0.9TEP°P 42 c17r/FILL rA13LE_-._.—.—_ _� ��• 1 N ENGINEERS STRUCTURAL CRITERIA �s, N MAY OVERRIDE SHOWN DETAILS. E� MONUMENT N OF NATURAL.JULY.19 POR STRUGTURAI_AND REINFORCING 40NUYENT N0.]2-81-AIB.JULY,1989. INFORMATION,REFER TO ENGINEERING �nA'e•.... p,�i`� m SHEETS. a wd �lll 1 UR boANGLE POINT WPM R-N m� 4 OPygK D2TAIL •w...rmwn�u,ou,a.a '� n®©4V".Wly�l` W. •,Ym OF w o WTIM A 4 u m O m 111.6' g - K VJ m LOT 53 STORY F AME "fir— RESIDEN E °••� Rg N NO. 193 I Od HIS FEN. OF THE OCCL I^I e 6 �GE) ` / FOUND 1/2'IRON 1 N9 n ROD,NON CAP 1 9.6' NO ERN E%TENTS OF lo•�O'1 F2 T NORTHIN0:2,186,890.5 S s� O m y EASTNC:53°,656.0 '4047•E 167.50 IR N CUT 0'H.POOL FENCE o,13 wt = N89'40'47' 18 OUND - T f VERED SHOWER' I I S "D 04 —T - -•cA tL*Isn.LOQ O-o BROP . PUC ENT TI A V Z7 J r� i — (HGiBW O o �RSOTpORSTE'D Croy F N RENANS 0 CO RE BE H U E RAS P /,NT RESIDENCE 4- -F S l)EPI IED B NAT BULKHEAD URIE UND NES G� a �— CANT NEVEti MAIL 1 RRB A4IItED P00 - j a Q D C7 Z BALCO Y ABV riA ®I EQUIP PAD.. d T 5 "l 1 q �' 1 N W O I 1 O _ __ ®A1iWQ . (GVDIr UR,p,pDP. -! BTI 4 U7 N TO E F 110 A KI911ot01990o8 P.N OIARVW[UDD PAVNEy DEIX BE D A' a v O z A_A a C) u TO BE DEMO 00 iW i N - BYIfYt PAD f01 N0.B1 �f}IAWL4-9g}_ ]PN,PSS rSPA RR B(CONI O O - ORIYEwAY I 'A` _ _ e O ! ° 9 i N N A-A m N !O - • - I __�_ BRE K-A AY GM U.BC EE aLL C (Y) I _ .FRO NEW RADE O CaNTLEYFN" - P{. P OE ' _ m BALCONY _ __ g 1 1 k(A ANP ___— _ ..,OR Bx H. AOM W GNA E - - III-L 10 .R. µ} u. R LEVER".. CA ppPpppP��S5wEElpp.. OL I, i i�f ITL A V. =OEiAllS.BY. TNFR4 TEMP.9LT FWND 3/4'IRON ROD, j '� -B AK=AWAY C.M.U.SCREEN- NEW. ONSTRUCTO FEN I^\ NO CAP `-- - - FROM LANG D 9 E 1 ) NORMNG:2,186,850.7 6'vro r[xcc r rr x I __ F SEAWALL TO CCCL 11\ /II EASTNG:53D.658.9 BREAK-PW9Y C.M. S 9° 04 VV CONCRE WAIN 1 O.J' FO NO I/2 _ "R.6-B N. PIP, NO - _ _ ftaM NEW GRADE 9'4 '37"W 85 11 fila IRON ------- S UMERN E%LENTS OF --" WODD WALK • 4 H.PDOL FENCE fTl -��-"---_-_ 120. ___..__________________________,W:: BENCH MARK: SOUMERN EXIENT OF O FOUND MAGNAIL&DISK(LB3672) BREAK-AWAY CMU EBTATE/ N NEAR EAST EDGE OF PAVEMENT OF RETAINING wALL 2 STOR FRAN E BEACH AVENUE uS RESI NCE Z w &9.0'SOUTH OF SOUTH PROPERTY w+r NO. 917 u V LINE®1927 BEACH AVENUE. O Z ELEVATION 20.85 N.A.V.D. (1988) a LOT 51 z $ mw O N,rW e<,:`;,pu:ce.M:cewr.rNa�:cee _ m G7 u r ww�.:1 A. �m1s 1IIn1 lllq,,, O Z Z A v 117. 70 o z D m RECEIVED 51 TE PLAN -B DtT16� o DvaOx Or WATER m S'.HF I'.b'q TfisOwCE WNecF}yA• 11 1 D1 ANGTFPOINT m ^p AIL OF TUT PARI OF lOT52,ImR1N A1WlIIL FfFA,CN LWTIm.2,A50®WryAT9roIC 0,PAGE 5T OP O OPP091E R-N % EO Ilff CI.RRBR RALIL RECORD"OF tNVAI LOMIT,FLORIDA LYOK Yd51EQLY OP 11E t3+O51g1 COIRROL LR£AS Z ESTA9LI9IED BY RAT DOM e5,PAGE559,5RA Alm BPB OF OP 5Am LOMIY. �--- DEPARMENT OF NANRAL RESOIIRC6 J r MONUMENT N0.]2-81-A11.JULY,1889. �� (/JO NORTHNG:2108220.9 snn•Am ar o�� EASBNG:530I33.1 -a-,r,�.u....w w.nN� iii nlAll iii --— Z. Esii�lsi Iii1i w,K OR"' �= �y ......L-ilei F m g- 5sj9 f Erne :o� 81 See Ne.fi A I_W I Allo •*�VD ? rom« ON A5 a,. D �. Ill I II®I 1 I 11111 SII! ILII I,1� I I .i ,. Q E NI IllnnnlllllU% i �9•`pis III ,� � .�, IIIIIIIIIII IIII I�� II�I I -� Q T_T _ .. " N a I A --------------- it - - - -------------------- ------------ 0] -- ---------- r I I , ,1 T a , ; , r ,mn�w�.,n .. � I I` a- w.,wn F. �. v I �oR.: w�,�o � - - if I __ - - - -----� _ VIL ro� ! mom,- " FIF7 Tr u awa� a.. , t C w„Ness S a -f .o. - - A I ------------ ----------- II ilk .7..�•n„�p,.�. �------ ��t z I, qi SourN ELEYArION (EXTERIOR I-kWM9 AND W NDOW5 TO DE TllRfLE FRIENDLY) wKK H i� •� ' I II) I�ol a1�wO I I I _ -- •� --- ---- -- -- I. nF�j RECEIVED CAR GAR46E — LU h 0 --------------------------- --' — -- ---- O J fl GROSS 5EGI10N A - LU A _ 'il(y;tt }. Bi ADDITIONAL NOTE9,,� T-- Z F (� l p a ��-.rr.,w _ Lu • m iR'g �_.P02D P4TcR 1 TLC m 9A`.D BaVD C.VA PI B1CLN"u° �Cca`i xn �e<s7„ ev rncn va•=I'o• i_ ;,�— �LL� us3 T m OGS q74 ~_ N„ 'I „c;.r�s s,;n coDa Trn+ �„c�usei V Fosr ce= Fosr e.v:= eo.l..eeF w_Iry ease PIe4 CA? V FIEr"2 B4EE u••� ro,6. Z I. O i S pop Cn I s� a SBI, =+. 1 LU l p I i �U ®� E) Ag l I I I I 1 g¢ a o /V f I gillj CP €15 .1�� I r o Z gin gglj £gds EatAli 34R I HIP g g ➢ A M �r a� i I ��' m f^ � 14ffi >.b. CONSTRUCTION SET * ¢ •-'d• i� �.�. ISSOEO FOR CONSTRUCTION �y m iMAYI;IQ 3 0 IVTJ.JLnam - THE TOYEY RE5IDENOE I.—,�,m ED.9 2__ 9 ' LOT 52E�N • ^,NORTH ATLANnC BEACH UNIT TWO ,RAT BOOK 5 PA66TATLANTIC BEACH,OWAL COUNTY,FLORIDA Y DESIGN G R 0 U.P, I N C "� IHl;a 8 �I� 17 , ia CJ - o k § o e ts i I T� II a h g I ----2------, —.Yfi .6AME I I D II; yg� a II w o _ o i i 2 d""'° i aw 4 a mrw�n 04'`x• �� f^"��"°�•�� •`��• `°'' _..k_________aQ__________, I� I • +aY° . � � «.ted •�I -� .e,,. .. .M __— w - I _ m„ dddd° r"w'e"wKa.e n.m awmacx: 9 vPOOLi RECEIVED j OL 25 all o w DOR PIR5T FL PL A N _ A il'ILF.Ett9.lOR H415 rwrn�cr.nm e:.s Wrn�de.oemd Ca..w. o � '• _ - NTA TAUJAnm7 !+ v u'"sravrn."�„sr wa,Kdwma� 11 I I I I r QHS. a•.;. s.0;• a-,;• I U I R z o I m } ' n c ° - AO ',:� l a d a g-'F I I _`-'Z____° p W r& , _ g •-• ..w - lI _ E ¢¢¢¢¢ % 3 r ' � § ra cF _ r ;' "";' n. u g , - - mu YI :- �— � I - � 4 'r v s � � � p � .v7• •.g. � � i I ?ate, I1 o�.9•K ib ..9, RECEIVED Y JUL 2.9 2615 11 i ,,. .ay .v�y ,�;. „,. .�. ,.y.: ,.aS. „,y. :b;• ,�;. ,�,. ,.�. 'rsm a,9,`.;u„� 1IV I ,,.,y ,.�;. ..;• ...y� .b3• •�3 ••�3• .w• egg. Lu PGUE5T WING 5EG0NP FLOOR PLAN 0 Li 74 w II 5EGONP FLOOR PLAN LF.wV36EAORWALLS � V r-4 ri4•nrt�n. � - II'ILF.MD 2b EY19tILR H415 ne Cr4nm yax mx�p�,.y„vwvi. � t R{ I'I:N•flA SS N �>tw� area W ZO ��..,�L�•-..o... v�w�sr,re.s��onooax ro,va� o. � � I I � - ..0 m..0 y w onaw+wr w+asmn Y0 Q�a4 5P.ns .ronin a+wrra a,sou>. "` F•l n C v4•.ro• .� a.rt.� a' n' b cmnn ws•.e¢m�wmne w..n+�b NIO o r/R!9 STAIR DETAIL STAIR DETAIL M a ati.ro , ,,o m Z' �) Emir- ou A8 Q IS I I e o =a• z,3• z c 9 a�� y y a I m 3 7-51-7 OFM +— I•'wv low,F�W uu — sys �,_ uecxnama. rxr. mrmrn� rm �� 6 n �[• DC7 ( ' `t RECEIVED ,.a• JUL 23204 ILI I � z w W P4 THIRD FLOOR PLAN �' PiILF MD 20IX1IX6'1R 1"11.5 ��pC,pm soe wm vY ovr,ir T-- Lu . W pa' �I r.rw � �ro a�L�iurtiu�oa�•9 ��n�� r�.�nn�ae�c�mom.¢v,.�..ro F z � �t I, •mm. • rrcwv ms,roo an •,vaam ^L ^*ne u¢a,wuu w.w.w wn D�s� �gf _ .ezoa,�»e..e°�rmwMraucroo f�p STAIR DETAIL / ON I� if lil .ll jai a m MOIR, 9 ------------- --------- — — a a = i ----- --------------- --------------- ---------—---- -------------------—---------- - ----------------------------- Fri� j F . , r FOUR CAR GARAGE 14CLkE COVERED PATIO z --------------- ------------- ---------- ------- ---------------------- ARAC-4is 1,L "W, ----------- - - --------5 -------------- 4t- ICSmN� mw=_ F vw=- Ell R ET ur=— Lu P JUL 23 3 RECEIVED FOUNDATION TEMPLATE ',6 P C Lu 74 ' A E Uo�� ENE ZJ) 0 A& 18 f I a y r R,a z �_�� a. 'v' 7io.. .ez �. m I Farc7 - k , FF CA GLS€ �I t til•. _., `.`_` •. 1i I (• I'; A I i .a1 aa i i i Gas — _- ------------- 3 ` �w i ii GGq..w,.�-ISO t _ ' ewe q- _b o x _ i aoywr`B -_ :,•.g ,. 79 ------------- KIiCN N Io o�erAeGARAGe ~_ � l ------------- A,m , — - �o�Y �• a. RECEIVED NL 2a 20I5 l 14744 FIRST FLOOR ELECTRICAL PLAN o�...,.Wro..,.=..a....m.u.m r wu .aa w.,+�+a>.cw cweo ro a.eom o.� �� e,e.m�,+,e rE vi. mva.e. o r'.••a„a — O ELECTRICAL LEGEND V o LU A .-.��. �>.�`�_ wl W "-` o ,Q r c�e , .�e.ea rurn�em tivtt' •.� .e_nw ti,v,,w. cn aw..nw iuuvu.+w.a d � ..•„w rnM1w ,"'art �'vT V44�'-0• e �u+wi A Q .gym. as a nw rci.- v �,n umem e.w rsee ma.>er.t a'm xeinnmarn La.. uec.`vcurovtux® UZ) VIV3 aBe mom, p., A16a 18 y �111ii�i' l ' s� �I ltil illlllll i g z �3� a I� •mss, i! - - •- ---�-- ,��, �hr�: �'�.� 'p4 G-UF51 BEDFi'1.I �� I Rl c-uC�ST LLT M 10 �I7dk�EN 1 rn I m _ --------------- ---______,.______7 1__q:______7_ T .I C�OY� a `'• 1 �AIC�'Y r G gi -p --7 W ,.., � i a GLFsT {,OD "-[36. -- •.• -----w�•a.•-� _ :-_; 'PIhIQ'G: ----- Xv I I au, r� `" -' Ei -- µ /---- 1 o 7 CxUE5T WING 5ECONI) FLOOR RECEIVED `) JM l'3 7715 ELECTRICAL PLAN Nk 714 j o ; ELECTRICAL LEGEND LU i' '�.JAuR.'Y•Odob,9.ID15 �� wnwea'�rww a n�sre .� �a� wre �wnewasa MM3l;,IDELME& � .w.>�acr_i ow eoRrcr.. ¢ X14; acus rewvm �O 01. 0 -Q ,�m ,�,�a: �,r,a�`� :. ¢ ¢,�..nx�.,,.,�.,. .�...�¢rs�oa.,¢�,¢�,¢.. a _ � ..,.>r<..¢�.a �;�; �,�•Io' i oux x rrv. m r r ewn �O .ros eren - -_.f- •duueev rLLE .Q .c-.ro, r- vs - vaLL rtvn- c vax a.r ca,reort.ecw¢.aFn• ® _ -_uvrt umncw+a uwr f/7w I OL °o A17 a IS �l I Y� z Y I, I a i SJIT�-2L�_. I Oma,� �h —1I' z q I .�"� � c v ia�� -- __ �' A 1 --------- 'I ally MM RECEIVED w,�s T H I R D F L O O R7 "I ,�MUMqELECTRICAL PLAN l ELECTRICAL LEGEND V � .�a,.�.a .��,w�e.,,w,w��e,�,eaez,R�., ti°g`_ ,o s p �r•� �� I .�:u,wn<..��ne�.�: �LL��eRr.�e.,� �• �,.�.�a.�,�.�_ M o� n<n.�.w�, d .�� N�� w's a !_ amen WE !f a=TN%.MO ar�.� row ACA0a II _p �m • nen nm„ , cure�wnw.wa w w.....,�re�� , n - x .�woa.mum F.N ry o w••ro. f -Oa.xaee - •ew, wmnm - ,.w,n� {1 'O ,W.tt � ,.,..®.w..<e.en .�.,«.�,m.-.w,. .. ,.., �.w,P,,,.,m,... .,,mow ,Kn<r_�,.,t> R�..:..�w.�,M..�,..._,N•� �G...n..ro.,�,.�, .�..._. ��a�,:.�.w, N� � _� Imre i' 00 z„ ew ,eu, . 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CASL t l"4 ANC[R CAST By ORI WAT IOP G PLL[P[P OETAIL o — P— B BOT(ALL IOP 110CNEO RCE 1/511 v/4-'/"P.6-Igg WELDED PRL PEP DETNL PSE PER DETAIL lE PER OETAR W BARS) .,I STUDS:`6•CAGE) C Irl,l C 1/S,.1 1/51.1 U J E P E z LL GD-a PILE TO PIER TRANSITION STAIR COLUMN STAIR FOOTING W s1.z Jn".1'-R• sl.z scAiL: J/<•.r-o s.z sGLE: J/1'-r•-D• scAIE:. r-O• _ Q C) Q {{I W=W { Um #ILjQ WmU 1 0> ~ I Z N Q W O F Q N c N ji � (I in POOL SEC)IM S AND DETAILS J RECEIVED {I 9X26 215 1E6wao:M.xADEIrc, i j D lam(."47'1 S 2 WAa1>, A C A P Swimming Pool Luminaire v F fb.. mlero�et�r�' Intertek The LS333ANS-2LED is a svrimming pool-rated luminaire,and one of Lumascape s most popular luminaires.It is canstructed entirely of 316 marine grade stainless steel,and has a special alignment feature to ensure the beam of light is perpendicular to the installation surface,even I the wet niche is not,The use of LED allows for the creative introduction of color and improved energy efficiency. -- _ Specifications Lamp Sourca 3 W LED T ri Red orange(620 nm) Approved Use Swimming pools and fountains-wet niche Not approved for use in Canada Control Options On-site or factory-programmable brightness I Rating IP58 to 6'(2 m) Construction 316 marine grade stainless steel L8333ANS-2LED Swimming Pool Impact Rating IK10 with OptiClear"fensy Standard Inclusions Teflon coated cover screws MicroAntiLeach'"wire entry Thermal cutout 16.4'(5 m)underwater cord For extra length consuh factory Remote Transformers Refer to Technical Data section OX P mml-r- Older separdtely for application specific options Ambient Operating -40°F to 122°F(40°C to+50°C) E I I E E Temperature Photometrics Refer to:,,,.;e6;n g.r iaii e \ J Arty luminaina can became hot-take care with appmprfate use and placement - 3.1"loo mmf 4.7-(120 mm) f IEIVED iLS333ANS-22L 0 1804 ''ff r� �} LAMP OPTICAL SYSTEM ,INPUTVOLTAGE jUN 2J !L0qla5 Deseripdan Wawa calor Cade beam Code Description Cada .;IVIJIUN OF WATER '.ED 3w Hedara%ejeWnm) 1R04 Na.ww t' iQ'[ Ni3 12-15tiK-,.6Ut3r�� `Fq IJRGF MANAGEMEP' NotrawUwa'm '.a'' NM t Requiresappr(%wistetmnsfbmec Mvdiaa, �0'( ME Wids 40-I WD DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVED LIGHTING PLAN This approval is limited to the exterior lights depicted on the stamped plans. This approval does not relieve the applicant of the responsibility to obtain any other ' approvals or permits which may be required by Federal, State,County or Municipal law. . r _ _....-....._._.._'_ ........--.......- �October-23;-20'f5-..-.____._._.._..--•---------.__..._._..._..._._-_._..._ , r Reviewed by Date Transformer and Remote Driver Compatibility �chnical Data Transformers for Submersible&Swimming Pool-rated LED Luminaires The following list of transformers are for use with submersible and/or pool rated luminaires specifically described as being compatible with either 12 V AC{wirewound only)transformers.Compatibility wig be noted in the ordering code of the luminaire concerned,and will typically be referenced by Voltage Cade'13or'13-DIM'.In the case of'13-DIM'additional components maybe required.Refer to the applicable wiring diagram/s. Compatibility with each transformer or power supply is indicated by the value mentioned,representing the maximum number of luminaires that may be powered from each transformer or power supply.Please note,this does not take into consideration voltage drop or empacty limits of the branch circuit.For assistance,please contact factory. . - No',4%A Fou;i=ataIran MA819 I LS-7100 LS-TSS-100 i LS-7-3W I LS-TS&300 LS-T-500 LSTSS-500 I W.if,fnflz 12GJ.WAX 'R'-PZ H: 111 V, W. i�w,fi ifr i9AL PARR oLYput Y;_=_f2I_ i t2 E:+14`i{itl;i>. 11-1 T!4 V!,', li,I--Ih,i t V f q: M,13•W ii'3 tf: l• tt�pe_ 10D '0°)W sCUW ;;1211 IN 9110 YJ �-'AV, LSOM WO,3 Watt 1 t i! "i' 4i, �t- :9 a t RECEIVED JUN 25 2015 DIVISION OF WATER RESOURCE MANAGEMEI' . r I 1 Transformer/ Power Supply Specifications Technical Data Pool,Spa and Fountain Transforibers t LS-T-1 00/LS-TSS-1 00 LS-T-300/LS-TSS-300 Magnetic transformer-wall mounted Magnetic transformer-wall mounted Input_ 120 V Input 120 V Rating 100 WT_ Rating 300 W -- output 12/13/14 V Output 12/13/14 V ^ _Output Circuits 1 _ Output Circuits 1 Protection Electrostatic shield,short circuit and over-voltage breaker Protection Electrostatic shield,short circult and aver-voltage breaker _Approvals UL,CUL -— Approvals _ UL,CUL _ NEMA Rating 3111 _ _ _ _ _ NEMA Rating 3R Construction Powder coated steel/stainless steel(LS-TSS-100) Construction Powder coated steel/stainless steel(LS-TSS-300) Dimensions H g.C6"(230 mm) W 5.06"(129 mm) D 4.59"(117 mm) Dimensions H 9.06"(230 mm) W 5.06"(129 mm) D 4.59"(117 mm) Weight 12.5 Ib(5.7 kg) Weight 13 ib(5.9 kg) 1 LS-T-500/LS-TSS-500 Magnetic transformer-wail mounted Input 120 V Rating 500 W Output_ _ 12113114V Output Cirouits 1 Protection Electrostatic shield,short circuit and over-voltage breaker Approvals UL,CUL n— NEMA Rating 3R Construction Powder coated steel/stainless steel(LS-TSS-50d) Dimensions H 9.06"(230 mm) W5.06"(129 mm) D 4.59"(117 mm) Weight -——j _ _------ - i ^Y t.s" .SUN 25 2015 t DIVISIONOF WATER RESOURCE MANAGEMEV i 1 E9-RL E9-RLmCR J Wildlife Lighting �.. 3t '" Certification Number d 2012-009 r» y= ' E9-RL: Recessed,round,louvered,brass steplight or uplight with .., surface-mounted trim. E9-RL-CR: Recessed,round,louvered,brass steplight oruplight with a CONCRETE RING for recessed trim. s Construction: Solid brass faceplate. Copper outer housing with wiring compartment,(2)1/2"NPT end taps in rear,(2)#6-32 black oxide stainless steel screws. e Lens: Tempered,frosted soda lime glass. Voltage: 12 Volts AC.,Remote transformer required. E9-RL COPPER HOUSING Mounting: E9-RL: Recessed in concrete with exposed face- 0.090"[2mm]wALL plate. E9-RL-CR: Same as ED-RL but with concrete ring for 01.7"[IDa.3cm] soLmBw}ssINRHousIrLG, fully recessed Installation. -Suitable for installation in wood with LED lamping only, Lamps: o A4R1v LED.GUS: 0-r94upipt `-MA-NFL 5 Walt Amber 25'nanow flood ' 03.5"[8.9cm] R Wavelength: 597.5 nanometers(dominant) —I h— 025"[0.6cm] 599.7 nanometers(peak) [r-- 5.0"[12.13cm] Optical _HL1 Honeycomb louver,118"[3mm]thick E9-RL-CR Accessories: _HL2 Honeycomb louver,1/4"[6mm]thick _PR Prismatic spread lens 03.8"[9.6cm] SOLID BRAS$F02EPLATE RT Rectilinear spread lens Finish: Unfinished is standard; no specification required. The fixture will weatherto a natural patina.The patina process is natural with brags and copper. Rate of patina and eventual color is dependent upon climate and proximity to OO O the ocean. Thus, Beachside does not guarantee any specific appearance. .. , 3 1 C �0 E �J F+— 0.35"j0.9cm]CONCRETE RING V� 5.4"[13.7cm] .[ DEPA1�f�qq I'T�FZQ ONMENTAL PROTECTION ti �j v2"NPT TING PLAN �-1 f�� l��" I exterior lights depicted on a stampe plans. This approval does not,relieve the applicant of the responsibility to obtain a er 1 ,{ approvals or permits which may be required by,,, er Weight:4.4 lbs.[2.0 kgttate,County or Municipal law. \ I 02.6" `—(2)SIDE THRU HOLES [6.6cm] E9 SOLID j IP 66BRASS PLUG FOR OPnONAI,ENTRY CSA Listed,file#190031 A October 23, 2015 i 10 year fixture warranty \ 3 year warranty on MR i a (WADE IN USA Project By Date For ordering purposes,please specify(example:F9-RL-CR-5W-A-NFL--PR) r E9-RL- — — Fixture Lpmp Accessory(ies) eEACHSIDE LIGHTING -900405-6732 -xww.BeachcideLighting.com }7 ,oJanuary 2011 k L- CY I I�`I F � I. L- ! � Y"" .fit I :r iro^w" a �4b LIC �I 1 �6•E Z Wildlife Lighting Certification Number . #2008-007 The L-012 is a sclld brass steplight with a recessed housing. et Construction: Cast brass faceplate. 118" [3mmj thick brass recessed housing. Lens: Tempered soda time glass. Lens Choices: _FR Frosted glass ,--,RT Rectilinear spread lens GROOVED FOR Voltage: 12 VoItsAC. Remote transformer required. F HEAT DISSIPATION �{ 2.1"[5.2cm] I+ Mounting: Suitable for outside recessed wall mounting only,in both combustible and non-combustible applications. A 3"di- c ameter x 4.5"deep 17.6cm x 11.4cm]hole is required. A a• a 4 spacer is included for this purpose. a. t Lamps: . I MR16 LEA r Oft ctgnet,C+J5 9 _WA4YFL 5 Watt Amber 25'narrow flood Wavelength: 585-595 nanometers ad Finish: Unfirished is standard; no specification required. The fixture wid v weather to a natural patina.The patina process is natural with brass and copper. Rate of patins and eventual color is dependent upon climate and proximity to WALL-MOUNT the ocean. Thus. Beachside does not guarantee any specific appearance. BRACKET 03"x 4.5"COPPER TUBING (2)HOLES EACH IN BACK AND t I'VED SIDE FOR 1/2"CONDUIT IUN 25 z � 02.5"[6.3cm] DIVISION OF WATER RE.$QIRIaI AN60NI M01IMENTALPROTECTION APPROVED LIGHTING PLAN This approval is limited to the exterior lights depict Q on the stamped plans. This approval does not relie the applicant of the responsibility to obtain any othe approvals or permits which may be required by Feder Weight:3.71ts.11.7 kgj State,County or Municipal law. IP 67 _ 04.4"[11.1 cm] CSA Listed,file#190030 October 23, 2015 10 year fixture mrarranty \ 3 yaar warranty or MR16 LED IampsReviewed by Date MADE IN USA Project By Date For ordering purposes,please specify(example:L-012—FR-5W A-FL) L-042 — -- 5W-A-FL Fixture Lens Lamp BEACHSIDE LIGHTING •800-405-6732 •www.BeachsideL?ghting.cam j October 0� a•'ir r 1 L= is 6 - i Wildlife Lighting ..I Certifrcation.Number Er ` 2008-08 ! The L-016 recessed fixture combines the flexibility of a standard MR-16 lamp/ h LED with the corrosion resistance expected of a Beachside fixture. The gaskets ; on the brass trams securely seal up against the bottom of the recessed can. An r -+ internal brass bracket assembly allows angling of the lamp up to 30°with 360° z- rotation. The L-016 is intended for new construction applications and Is integrat- ed with magnelic transformers(120V primary,12V secondary). t Housing: Recessed ceiling fixture for new construction. Mounting: Lamp housing is removable through ceiling aperture for access to junction box.Housing can be lowered and ad- justed to ceiling thickness. Dual extension hanger bars span from 15"(38.1 cm)to 25-114"(64.1 cm)with revers- ible placement feature. Bars attach to sides along length or width of mounting frame. Hanger bars may he extend- 05.0"[12.7cm] ed to rest on T-bar grid. For Insulated ceilings,maintain a minimum 3"clearance around fixture. Electrical: Magnetic, Class H transformer with Molex disconnect in o 0 j-box is fully dimmable with magnetic low voltage dimmers. Transformer has internal thermal protection.J-box has(4) 1/2"K.O.'s and(2)concentric 112'x 314"K.O.'s with spring latch access plates.Suitable for Wet Location Use. 02.5"[6.3cm] 02.1"[5.4cm] Lenses; Tempered soda lime glass. _-CL Clear _FR Frosted TT Adjustment bracket T Lamps: allows aiming up to 30° 4tR1FLED.GJ;. TMENT OF ENVIRONMENTAL PROTrTi cr55shlpwt . ,i�A44FIL 5 WattAmber 2E"rano N,U 5.5"[14.0cm] An:be-(lWl;; APPROVED LIGHTING PLAN This approval is limited to the exterior lig s d Accessories: —HL•MRf6 Lamp attached honeycombf�QPM gfgmped plans. This ap rr� (3mm)thick rrhh Icant of the responsibility to tam PR-MR16 Lamp-attached prismatic spre�d�f$�� approvals or permits whicl9l$i� 150 uired by FedgAII2.1cm] Finish: FIN-AB Antique Brass Acid Finish State,County or Municipal law. —FIN-BK Black Acid Finish —FIM-DB Dark Bronze Acid Finish `�_ , A _FIN-GM Gun Metal Acid Finish !��/; October 23, 201 FiN-RB Red Bronze Acid Finish — FIN-V Green Verde Add Finish Reviewed by Dat — FIN-NK Satin Nickel Plating _FIN-WH White Powder Coaling 5.75"[14.6cm] a 5.25"[13.3cm] Unfinished Is standard;no specification required. The fixture will weather to a natural patira. The patina process is natural with brass and copper. Rate p0 p0 of patina and eventual color is dependent upon climate and proximity to the ocean. Thus, Beachside does not guarantee any specific appearance. 10.5"[26.7cm] b�' ED a r �: I V Ceiling Opening: 4-316" Weight:7 lbs.[3.2 kg] Max Ceiling Thickness: V IP 66 GSA Listed,file*190030 3U 2015 610 1 3yeaarfixture c warranty LEL lamps I�iViSION OF WAT ER 1 rt. l,' MADE IN USA P NAG`- Project By Date For ordering purposes,please specify(example:L-016—CL-5W-A-NFL—HL-MR16--FIN-BK) L-016 Fixture Lens Lamp Accessory Finish(if any) BEACHSIDE LIGHTING -800-405.6732 -www.BeachsideLighting.com January cam" - i f P s 71 •+tea - -- - ;L 0111 Herne>Outdoor Wall[,antems>SPJ Lighting-tight Sky Friendly Solid Brass or Copper Wall Mount F"odure(SPJ49-W) -- SPJ Lighting-Night Sky Friendly Solid Brass or Coppe-r Wall Mount FWum(S?.149-02) )nteriorLigtrting� e e Ouldoor Lighting -- _ Item#: t SPJ49-02 a LandscapeLi3hting I !I List Price: $289.99 Commercial Lighting . __ `. j Finish Options: shop byBrand ;Aged Brass(+24) Lam Shop by Room �u 'Incandescent J, I �ttay:,I LIGFst NG BLOC ' T Arora Borealis lights up Mand 9 ~4 ],Buffing lights In Seoul off by 11 1 I Pin. Lot Pollution Erases the Stats �J — From Urban tight Skies L NG-W PGLLL"fOM New optional revolutionary`�ore::rrsiai t `._rt_technology available for this product with '`"'_ t Light pdtutim Iran improper outdoorlighlingwastes b=Sorts 50,000 hour lamp tile. of dollars and vast quarWes of natural resources annuauy Starry 14911d t4hts Is { Shawn: Gun Metal .a e mmitted to%hung`2 F'. ., Model: SP.r49-02 pollution and restoring our ;,x - Mounting:Wall Mount of star-flied sides.We e offvIlhewidestse%cdmof " Socket. Medium Base not sky fIw*outlDor Electrical: 120V for incandescent 12V for LED(requires a frgh6rtsfor your home or business. transformer) I SPJ49-02(13.314"W x'11-112"l•t x 1T'E)t) n Options: Brass or copper in a wide variety of finish options. Available in incandescent or LED. Location: Outdoor Certifications:UL - Feyusing: Brass, Copper Light Sour6e:A-19 Incandescent(100 watt Max)or LED Bulb: Not Included Usually leaves factory in: 3-4 weeks ' a-i- Voltage Type: Line Votepe Apprtcations Commercial Lighting, Residential Building hint--Style: RLM S_,i� ns Aged Brass,Autumn, Black,.Bronze,•G.un metal, Moss, Natural Copper, Raw Copper, Rusty,Verde Dowr9nad Froduct a�'gv i%,:atio:s n I Checkout the complete line of night sky friendly-outdoor lights from SNL: .1fir.,; DEPARTMENT OF ENVIRONMENTAL PROTECTIONCa ��PPrtvacy&Lego orePotityjLigMingBrands C., � ��✓ APPROVED LIGHTING PLAN n I This approval is limited to the exterior lights depicted JUN 2 J 2015 1 on the stamped plans. This approval does not relieve Y the applicant of the responsibility to obtain any other 'DI VISIOIN ter WATER E „ I approvals or permits which may be required by Federal, WURGE MANAGEMP- State,County or Municipal law. ''� � October 23, 2015 Reviewed by Date DLA- Alpine, an ITW Company 2400 Lake Orange Dr.,Suite 150 Orlando,FL 32837 ALPINE Phone:(800)755-6001 alpineitw.com Site Information: Customer. Gleckler&Sons Building Supply Job Number. 50224A JobDescription: L152 N.ATLANTIC BEACH DUVAL CTY Address: City,State,Zip: ATLANTIC BEACH,FL Name, Address and License#of Structural EOR if one exists for the building: Name: LUIS PONTIGO 53311 License#. LUIS PONTIGO 53311 State: Address: 496 OSCEOLA AVE JACKSONVILLE,FL 32250 City,State,Zip: Job Engineering Criteria: Design Code: FBC 2010 RES View Version: 15.01.02.0813.21 JRef#. iW5T93530014 Wind Standard: NA Wind Speed(mph): NIA Roof Load(psi): None Floor Load(psi): 40.00-10.00-0.00- 5.00 This package contains a job notes page, 24 truss drawings and 2 details. Item Seal# Truss Item Seal# Truss 1 314.17.1449.30283 F1 2 314.17.1449.33207 F2 3 314.17.1449.35883 F3 4 314.17.1449.39100 F4 5 314.17.1449.41797 F5 6 314.17.1449.44683 F6 7 314.17.1451.16223 F7 8 314.17.1451.20130 F8 9 314.17.1451.24177 F9 10 314.17.1451.28610 F10 11 314.17.1451.34757 F11 12 314.17.1451.38603 F12 13 314.17.1451.41570 F13 14 314.17.1451.44600 F14 15 314.17.1451.46853 F15 16 314.17.1451.49503 F16 17 314.17.1451.52343 F17 18 314.17.1451.56440 F18 19 314.17.1451.59233 F19 20 314.17.1452.02.300 F20 21 314.17.1452.05343 F21 22 314.17.1452.07863 F22 23 314.17.1452.11993 F24 24 314.17.1452.17613 F25 Lou Pontigo & Associates, tnQ Consulting Structural Engineers �raruur„ , NO EXCEPTION TAKEN ❑ MAKE CORRECTK MSE 1ED �"��p►S FL>� �1►i''a 10"REJECTED -SEE REMARKS ❑ REVISE&RESu9NUT fly.*'"� "• ��/ `rsy Review is for the limited purpose of checking for coelfofrziarca ��` •' wltn the design concept and the information expressed in M& .• o. 648 contract documents. No approval is implied for the accMacy of ; completeness of dOtaits, quantities,dimensions.weights of gouges.fabrication processes,construction means ar nW#10dL coordination of the work with other trades or corutruction sofe�y s ATE ;" precautions,all of which are the sole responslbirity of the '+ �� DA • 14Q' .S Contractor.The Contractor is responsible for d4renslonsto b0 '��{{►+'•.,,��.•''��5 �`�� confitmed and correlated at the site.Review of a specidlic►teed r shall not include a review of the entire assembly of which fhes�ONA` ►urr+rsrruff►u� item Is a component, revl0w of re-submission Wrlt GOHef Ortly This document has been electronically signed designated changes on the submittal and other ChOnges and sealed using a Digital Signature.Printed (dentia by the Contractor. copies vnthoutan original signature must be V_ - 11/10/2017 verified using the original elezronicversion. By. (_\ Date: Florida Certificate of Product Approval#FL1999 Printed 11/10/2017 3:3027 PSA Job Number: 50224A Ply: 1 SEAN:681588 /Tl SY42 Cust:R9353 JRef: 1W5T93530014 ' U52 R.ATLANTIC BEACH DUVAL CTY Qty: 3 FROM:RCT DrwNo: 314.17.1449.30283 Truss Label: F1 JB / DF 11/10/2017 L 1'7 8 +2'3"S1 3'11" 1'7"8"8 �--1'3"12—{ 1'3"12 3X3 =1X3 1111X3 1111X3 =3X4 A B C D TW NW3 1 F DI G F E =3X3 =3X3 1112X4 H III 2X4 3'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in for Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pt.NA Ce:NA VERT(LL): 0.004 B 999 360 H 202 /- /- 1- /- /10.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.008 B 999 240 E 216 / - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 B - - H Min Brg Width Req= 1.5 EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.002 B - - E Min Brg Width Req= - NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor.1.5 Bearing H is a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.114 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.069 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.084 Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:13.02.07.0228.14 Lumber Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Bot chord 42 SP#2 Webs 42 SPF 1950f-1.5E:W3,W6 4x2 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 0.25 3.92 BC 41 0.25 3.67 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. ��;. tdigy4 Hangers/Ties (J)Hanger Support Required,by others A�•••�` S►,s••�`[� f`+ Additional Notes � ♦ Truss must be installed as shown with top chord up. ; O. 8 r • a ATE • (4 ��,c�;•.'cC OR\O�•��g •r•ra.•• '�s #o 278 ""�s�ONAL•�rr�llwwruuti�it� ttn0izo1 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attachetl ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing 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 Joinf9Details, unless noted otherwise. Defer to ALPINE� drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the ,,r,,,,.,r�,,,,,,,,,. truss In conformance with ANSI 1,or for handlin4,shippinfq,installation and bracing of trussesA seal on this drawing or cover pafge,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineerinct responsibility solely for the design shown. The su!ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.or;SBCA:www.sbcindus .com;ICC:www.iccsafe.org Orlando FL,32837 Job Numper: 50224A Ply: 1 SEAN:681589 /T2 SY42 Cust:R9353 JRef: 1W5T93530014 ' L/52 N.ATLANTIC BEACH DUVAL CTY Qty: 12 FROM:RCT DrwNo: 314.17.1449.33207 Truss Label: F2 JB ! OF 11/10/2017 10'6"8 12'6"8 22'4" 10'6"8 2' 9'9"8 2'6" ,2 P 3f 11 �-- —"i'— �'— —' "�'— —'+'_ 2'6"12 2'6"12 2'5"12 1'9"8 2'6"12 2'6,12 4X4 =5X4 =3X4 =4X4 =W=3X4 =4X4 =3X4[25] =1.5X4 AB C D E F G H I J K L M W10 W12 3_'s r W PQ 2 W22 AC AB AA Z Y X W T S P 0 1115X4[4] =3X4 1111.5X4 =W=H0310 1111.5X4 1111.5X4 1111.5X4=3X4[24] =4X4[26] 1112X4 22'4" 3"112 22'4" tt"l 22'0"4 "1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pt.NA Ce:NA VERT(LL): 0.416 V 632 360 A 813 /- /- /- /- /3.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.650 V 405 240 0 814 /- /- !- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.062 M - - A Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.096 M - - O Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria CreepFactor:1.5 Bearings A&0 are a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.997 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.931 Members not listed have forces less than 375# Spacing:16.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.543 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:12(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. l:NA GCpi:NA Plate Type(s): B-C 0 -828 H-1 0 -3511 Wind Duration:NA WAVE,HS VIEW Ver:13.02.07.0228.14C-D 0 -805 I-J 0 -3511 Lumber Additional Notes D-E 0 -2132 J-K 0 -2980 E-F 0 -3027 K-L 0 -2051 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail F-G 0-3510 L-M 0 -753 Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging G-H 0 -3616 Bot chord 4x2 SP#2:B2 4x2 SP SS Dense: recommendations. Webs 42 SP#3:W5,W10,W11,W12,W16,W21,W22 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) 4x2 SPF 1950f-1.5E: Chords Tens.Comp. Chords Tens. Comp. Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC AB-AA 1619 0 V-U 3616 0 AA-Z 2659 0 U-T 3612 0 Plating Notes Z-Y 2659 0 T-S 3316 0 All plates are 3X3 except as noted. Y-X 3363 0 S-R 2610 0 X-W 3363 0 R-Q 2610 0 Plate Shift Table W-V 3618 0 Q-P 1499 0 JT Plate Lateral Chord JT Plate Lateral Chord No Size [4] W5X4 SS ft 1625 [24] W3X4 2 25ite No Size 1ttR 1625 itet C Maximumr��4 es P bis Tens. Com. p(Ib [25] W3X4 1.75 R 1.25 [26] W4X4 2.25 R 1.25 (�,� � ! . 441, Webs Tens.Comp. h ��vsj° ° `••.:�! Purlins B-AB 1141 0 T-J 409 0 •• ` ••• AB-D 0 -1100 J-S 0 -467 In lieu of structural panels or rigid ceiling use purlins • • D-AA 714 0 S-K 503 0 to laterally brace chords as follows: . �� • AA-E 0 -716 K-Q 0 -760 Chord Spacing(in oc) Start(ft) End(ft) ; O. 648 a E-Y 501 0 Q-1- 768 0 TC 76 -0.31 21.77 • Y-F 0 -467 L-P 0 -1037 BC 120 0.00 21.77 • . C W-G 128 -396 P-M 1049 0 Apply purlins to any chords above or below fillers $* ; H-T 124 -504 M-0 0 765 at 24' OC unless shown otherwise above. a ATE Deflection . % +�� Q:. • ��(/` Max JT VERT DEFL:LL:0.42"DL:0.28".See detail `�4��••• 0R, :••�� , DEFLCAMB1014 for camber recommendations. y�i ....■.■... #0278 11/10/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.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 bracing installed per BCSI sections B3,B7 or 610 as applicable. Applplates 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 BuildinhctComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANnWCOW,,,. truss in conformance with ANSI PI 1,or for handlin�,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.tpinstorg;SBCA:www.sbcindus .com;ICC:www.iccsafe.org Orlando FL,32837 Job Number: 50224A Ply: 1 SEAN:681590 /T27 SY42 Cust:R9353 JRef: 1W5T93530014 U52 It.ATLANTIC BEACH DUVAL CTY Qty: 9 FROM:RCT DnwNo: 314.17.1449.35883 Truss Label: F3 JB / DF 11/10/2017 10'6118 12'6"8 23'1" f 10,6"8 2 10,6"8 _I �—2,6„— �3„1� Y11 (TYP) 12 2'6"12 2,6"12 1 2,5"12--{ 1-2 �—2,6"12+2,6"12--{ � I� =4X4 =5X4 =4X4 =3X6 1111.5X4 =W=3X4 =3X6 =4X4 =1.5X4 AB C D E F G H I J K L M N W10 13 3T W 1 2 W23 + 1 AD AC AB AA Z Y X U T S R Q P 1115X4[4] =3X4[7] 1111.5X4=W=H0310 III .5X4 1111.5X4 =3X4 1111.5X4 3X4[25] 1115X4 1112X4 23'1" "12 23'1" 12 22'9"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.450 W 605 360 A 840 /- /- /- /- /3.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.702 W 388 240 P 842 /- /- !- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.068 N - - A Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.106 N - - P Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria CreepFactor:1.5 Bearings A&P are a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.980 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.967 Members not listed have forces less than 375# Spacing:16.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.564 Maximum Top Chord Forces Per Ply(Ibs)Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): I B-C 0 -859 H-1 0 -3713 Wind Duration:NA WAVE,HS VIEW Ver:13.02.07.0228.14 C-D 0 -835 I-J 0 -3713 Lumber Additional Notes D-E 0-2222 J-K 0 -3126 E-F 0-3175 K-L 0 -3126 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail F-G 0-3715 L-M 0 -2136 Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging G-H 0-3874 M-N 0 -782 Bat chord 4x2 SP#2:B2 4x2 SP SS Dense: recommendations. Webs 4x2 SP#3:W5.W10,W11,W13,W17,W22,W23 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) 4x2 SPF 1950f-1.5E: Chords Tens.Comp. Chords Tens. Comp. Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC AC-AB 1681 0 W-V 3874 0 AB-AA 2777 0 V-U 3872 0 Plating Notes AA-Z 2777 0 U-T 3491 0 All plates are 3X3 except as noted. Z-Y 3537 0 T-S 2724 0 Y-X 3537 0 S-R 2724 0 Plate Shift Table X-W 3874 0 R-Q 1556 0 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(lbs) [4] W5X4 2.75 L 1.25 [7] W3X4 2.25 L 1.25S►/LWebs Tens.Comp. Webs Tens. Comp. [25] W3X4 2.50 R 1.25 B-AC 1184 0 J-T 0 -508 Purlins ��i•••••• • wee. AC-D 0-1143 T-L 547 0 In lieu of structural panels or rigid ceiling use purlins '•o � D-AB 752 0 L-R 0 -800 to laterally brace chords as follows: AB-E 0 -756 R-M 806 0 Chord Spacing(in oc) Start(ft) End(ft) r� i E-Z 541 0 M-Q 0 -1077 TC 70 -0.31 22.52 $ i BC 120 0.00 22.52 o. 648 Z-F 0 -504 Q-N 1088 0 : • Apply purlins to any chords above or below fillers X-G 95 -458 N-P 0 -791* : ; *3 H-U 145 -522 at 24' OC unless shown otherwise above. � ; Deflection ag� • ATE •�•��$ Max JT VERT DEFL:LL:0.45"DL:0.31".See detail *rte"r %. P Q+•O DEFLCAMB1014 for camber recommendations. �9� j�••�••4 OROX #0 278�� s ��At'�' 11/10/2017 "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 d-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicable. Appy plates to each face.oftrussand position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the ,J,nW-'CMP,,W truss in conformance with ANSI/TPI 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)essionar engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t instor ;SBCA:www.sbcindus .com;ICC:www.icesafe.org Orlando FL,32837 Job Number: 50224A Ply: 1 SEAN:681591 /T6 SY42 Cust:R9353 JRef: 1W5T93530014 U52,14.ATLANTIC BEACH DUVAL CTY Qty: 7 FROM:RCT DrwNo: 314.17.1449.39100 Truss Label: F4 JB / DF 11/1012017 7'6"8 9'6"8 17'0"8 7'6"8 2' 7'6" h'1t�2'6" 2'6"12 2'0"8 2'0"12 2'6"12 { (TYP) 5X4 =3X4 =3X4 =3X4 =3X4 =_4X6 AB C D E F G H I J 3„ W8 1 18 V U T S R Q P O N M L K 1115X4[4] =3X3[7] 1111.5X4 1111.5X4 1111.5X4 1111.5X4 =3X4 1115X4 1112X4 17'0"8 "12 17'0"8 "12 16812 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.229Q 870 360 A 928 /- /- /- /- /3.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.358 Q 558 240 K 943 / - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.042 J - - A Min Brg Width Req= 1.5 EXP:NA HORZ TL:-0.065 J K Min Br Width Re Des Ld: 55.00 Mean Height:NA ft ( ) g q NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 Bearing A is a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.982 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.509 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA It Rep Factors Used:Yes Max Web CSI: 0.599 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): B-C 0 -912 F-G 0 -3113 Wind Duration:NA WAVE VIEW Ver:13.02.07.0228.14 C-D 0 -883 G-H 0 -2958 Lumber Additional Notes D-E 0 -2248 H-1 0 -2170 E-F 0 -2984 I-J 0 -831 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP SS Dense recommendations. Webs 4x2 SP#3:W5,W8,W9,W12,W17,W18 4x2 SPF Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. 1950f-1.5E: U-T 1775 0 P-0 3112 0 Lumber value set"1313"uses design values T-S 2729 0 O-N 2688 0 approved 1/30/2013 by ALSC S-R 2729 0 N-M 2688 0 R-Q 3113 0 M-L 1650 0 Plating Notes Q-P 3113 0 All plates are 3X3 except as noted. Plate Shift Table Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite B-U 1257 0 O-H 458 0 [4] W5X4 2.75 L 1.25 [7] W3X3 1.75 L 1.25 IMWwjbZ U-D 0-1200 H-M 0 -703 //� D-T 658 0 M-1 723 0 Purlins �iT` '•C� �4 T-E 0 -654 I-L 0 -1140 In lieu of structural panels or rigid ceiling use purlins �•+a•a a •n•••f�/ E-R 445 0 L-J 1159 0 to laterally brace chords as follows: •••� • R-F 80 -503 J-K 0 -918 Chord Spacing(in oc) Start(ft) End(ft) 3 • ' G-0 52 -529 TC 81 -0.31 16.73 • • °s BC 120 0.00 16.48 ,rt • o. 648 • f Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. -A- ; a � Hangers/Ties ® /IN E •y Q (J)Hanger Support Required,by others $ ® • (V `,�9� ••,rL 0 R��Q-.*,•`�, �c�, el �. 11/10/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin insalled per BCSI sections B3,B7 or 910, as applicable. Appl,plates to each face ofptruss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,,nWCO,,,,,,W truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pane.. 2400 Lake Orange Dr. listing this drawingy 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.t inst.or ;SBCA:www.sbcindus .cam;ICC:www.icesafe.org Orlando FL,32837 Job Number: 50224A Ply: 1 SEAN:681664 /T24 SY42 Cust:139353 JRef: 1 W5T93530014 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1449.41797 *Truss Label: F5 JB / DF 11/10/2017 5'8" 7' 4" 8" 1' 4" 8" 15' 4" 19' 8 8 8 8 � 8 �� 3'0"12 4'2" 6110 8'2" 9'6" 10'10 12'2" 13'6" 14'10' 16'2" 17'6" f 3'0"12 '} 1'1"1 1'2" 1'2"8 r 7 2 8{ 1'2"8 1'2"8 1,2" 1'2"8 1,2"8 r 1'3"4 i 11� =4X4 =1.5X4 =1.5X4 A B C D E F G H I J K L M N O —i f88 3H V AE AG 1112X4 AD AC AB AA Z Y X W V U T S R Q =3X4 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 =4X4 18' 19' -I 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): 0.005 AE 999 360 AD 1314 /- /- /- /- /11.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.024 AE 706 240 AG-559 /- /- /- /- /204 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.003 A - - AD Min Brg Width Req= 1.5 EXP:NA HORZ L:-0.011 A AG Min Br Width Re Des Ld: 55.00 Mean Height:NA ft � ) g q NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 Bearings AD&AD are a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.409 TPI Std: 2007 Max BC CSI: 0.045 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA Maximum Web Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA It Rep Factors Used:Yes Max Web CSI: 0.108 Webs Tens.Comp. Webs Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) l:NA GCpi:NA Plate Type(s): A-AD 0 -445 H-X 0 -773 Wind Duration:NA WAVE VIEW Ver:13.02.07.0228.14 AD-B 0 -990 1-W 0 -773 Lumber AC-C 0 -785 J-V 0 -773 D-AB 0 -761 K-U 0 -774 Value Set:13B(Effective 6/1/2013) E-AA 0 -778 L-T 0 -770 Top chord 4x2 SP SS Dense F-Z 0 -772 M-S 0 -788 Bot chord 4x2 SP SS Dense G-Y 0 -773 N-R 0 -741 Webs 42 SPF 1950f-1.5E:W3,W5,W19 42 SP#3: Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 580 pIf at 0.13 to 580 pIf at 18.88 Plating Notes All plates are 3X3 except as noted. Purlins �IIt°tllWfl1b In lieu of structural panels or rigid ceiling use purlins � ►S F ;d , to laterally brace chords as follows: `, , • `YJ Chord Spacing(in oc) Start(ft) End(ft) �"��•'• •''••!/ TC 120 0.13 18.63 '�' S '• BC 120 0.00 18.63 • Apply purlins to any chords above or below fillers • i s at 24' OC unless shown otherwise above. ? i o. $ • • ' Additional Notes a • See detail STRBRIBR1014 for bracing and bridging c recommendations. ATE •• Truss must be installed as shown with top chord up. . sp ®• < <(/3 Wall girder loading on this truss. a0-0t��.*'••��OR,OP•••`�C/�`` �. •••.,�..••• GgN 11/10/2 17 "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 bracing per BCSI.Unless noted o herwise,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 bracing installed per BCSI sections B3,B7 or 910, as applicable. Applgy Oates to each face oftrussand position as shown above and on the JoinCDetails, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildip,$Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µnWCOa,,,,,,. truss in conformance with ANSI 4PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pane.. 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 fhe 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 insl.or;SBCA:www.sbdndust xom;ICC:w Jccsafe.orq Orlando FL,32837 Job Number: 50224A Ply: 1 SEQN:712630 /T22 SY42 Gust:R9353 JRef: 1W5T93530014 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 6 FROM:RCT DrwNo: 314.17.1449.44683 Truss Label: F6 JB / DF 11/10/2017 2"413'7" 14'111' 010 1 "118'2211"8 9'11"4 11'11"4 3' 1'4"1 1'4"8 "2"15 17'5"8 B.-R11 9'11"4 2' S 2'2"9 5 r 1'3"4 I 2'6" -i 2'6"12 2'6"12 (TYP) =5X712] A24 1116X6 =3X8 =4X4[4] 1115X4 =3X6 13 III1.5FX4 W1666 W2211 1115X4 =4X6[1] T 3e - W14 31 W13 W 3 V T S R Q P O N M L K 1112X4 U 1115X4[5][5] =4X4[7] 1111.5X4 =3X3 1113X3 _3X78 1114X4 1115X4 1115X4 1112X4 5X5[3] 17'11"8 18'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.137 G 999 360 U 3171 /- /- /- /- /11.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(fL): 0.350 P 593 240 K 908 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.018 L - - U Min Big Width Req= 1.5 EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.046 L K Min Big Width Req= - NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearing U is a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.977 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.770 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.592 Maximum Top Chord Forces Per Ply(Ibs)Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) 1:NA GCpi:NA Plate Type(s): A-B 2015 0 F-G 21 -2864 Wind Duration:NA WAVE VIEW Ver:15.01.02B.0813.21 B-C 1652 -420 G-H 16 -2852 Lumber Hangers/Ties C-D 982 -1546 H-1 0 -2044 D-E 455-2523 I-J 0 -768 Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others E-F 32 -2859 Top chord 4x2 SP SS Dense Bot chord 4x2 SP SS Dense Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Webs 42 SP#3:W1,W2,W4,W9,W13,W14,W15, +2x6 continuous strongback.See detail Chords Tens.Comp. Chords Tens. Comp. W16,W17,W19,W20,W21,W30,W31 4x2 SPF STRBRIBR1014 for bracing and bridging 1950f-1.5E: recommendations. U-T 29 -1971 P-0 2864 -21 Lumber value set"'I 3B"uses design values Truss must be installed as shown with top chord up. T-S 910 -1304 O-N 2546 0 approved 1/30/2013 by ALSC S-R 2174 -675 N-M 2546 0 Special loads R-Q 2174 -675 M-L 1609 0 Special Loads ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Q-P 2814 -209 -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 100 plf at 0.13 to 100 plf at 18.96 TC-From 100 plf at 0.13 to 100 plf at 18.96 BC-From 10 plf at 0.00 to 10 plf at 18.96 Maximum Web Forces Per Ply(Ibs) BC-From 10 plf at 0.00 to 10 plf at 18.96 TC-1735 Ib Conc.Load at 0.13 Webs Tens.Comp. Webs Tens. Comp. TC-1931 Ib Conc.Load at 0.13 4 -U 0 -2785 E-P 744 -184 U Plating Notes `►`Cr U-B 0 -1157 P-F 73 -472 All plates are 5X4(R)except as noted. ��rr■■ ■ ■rrr�f B-T 1256 0 O-H 637 -301 rr• S �•� T-C 0 -1329 H-M 0 -658 Plate Shift Table + rr C-S 999 0 M-1 630 0 JT Plate Lateral Chord JT Plate Lateral Chord + r S-D 0 -969 I-L 0 -1130 No Size Shift Bite No Size Shift Bite ; D-Q 570 0 L-J 1093 0 [2] W5X7 S 1.50 [3] W5X5 S 1.50 y ; Q• 64$ • Q-E 0 -635 J-K 0 888 [4] W4X4 1.25 L 1.25 [5] W5X4 2.75 L 1.50 as [71 W4X4 2.25 L 1.25 [21] W4X6 2.75 R 1.25 $ s s r ■ �s,A r ATE Purlins Q In lieu of structural panels or rigid ceiling use purlins . •• �(/ $ to laterally brace chords as follows: G�i�Pf +•�/�� ,0:.++a�/.� Chord Spacing(in oc) Start(ft) End(ft) �� A••, OR „r• r` TC 102 0.13 18.96 ��y� (�A/ ••rmove�_`(',��4 BC 120 0.00 18.71 40278 G!`�]_vd; Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. 11/10/2017 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown forfpermanent lateral restraint of webs shall have bracingInstalled per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face o truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,gym�,�,,U,,. truss In conformance with ANSI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover pa e,, 2400 Lake Orange Dr. listing this drawin indicates acceptance of proTessionar engineering responsibility solely for the design shown. The s i?Pabrltty and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitwxom;TPI:www.t inst.or;SBCA:www.sbcindust .com;ICC: www.icesafe.org Orlando FL,32837 Job Number: 50224A Ply: 1 SEAN:681667 /T15 SY42 Cust:R9353 JRef: 1W5T93530014 • L/52-N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1451.16223 .Truss Label: F7 JB / DF 11/10/2017 2"413'7" 14'1'!' ' "14 17'5"8 17' "1173'11"8 ' ' " 15 1'1 15"8 9'11"4 11'11"4 314 1 1'4"8V3"92'1" 'S8'S"122' 11 �11 �04 �—2'6"��2'6"12 2'6"12�?"a'� I 11"12 i (TYP) T� 1113X4 =1.55X4 =58X8 =5C5 IIISX4f8][8] 1113E6 F 1116X6 =5X8_[16] =6i6 1117X6 33"9 D FHl v W7 W W9 W12 �8 V T S R Q P O N M L K U =5X5[5] =5X4[7] 1113X4 1113X6 =5X8 1114X6 =6X6 =6X6 5X6 17'11"8 r 18'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.185 P 999 360 U 1098 /- /- /- /- /11.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.293 P 708 240 K 978 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.023 A - - U Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.036 A - - K Min Brg Width Req= - Mean Height:NA ft Bearing NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 g U is a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.640 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.641 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.586 Maximum Top Chord Forces Per Ply(Ibs)Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): B-C 0-1138 F-G 0 -3679 Wind Duration:NA WAVE VIEW Ver:13.02.07.0228.14 C-D 0-2643 G-H 0 -3662 Lumber Additional Notes D-E 0 -3536 H-I 0 -2510 E-F 0 -3681 1-1 0 -930 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail To chord 4x2 SP SS Dense STRBRIBR1014 for bracing and bridging precommendations. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP SS Dense:B2 4x2 SP#2: Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SPF 1950f-1.5E:W3,W7,W8,W9,W10, Truss must be installed as shown with top chord up. W12,W13,W20,W24,W25,W26,W27,W28,W29, T-S 2033 0 P-0 3679 0 W30,W31 4x2 SP#3: S-R 3237 0 O-N 3155 0 Lumber value set"136"uses design values R-Q 3237 0 N-M 3155 0 approved 1/30/2013 by ALSC Q-P 3735 0 M-L 1959 0 Plating Notes Maximum Web Forces Per Ply(Ibs) All plates are 2X5 except as noted. Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table U-B 0 -1036 E-P 373 -414 JT Plate Lateral Chord JT Plate Lateral Chord U1t►f B-T 1230 0 O-H 877 0 No Size Shift Bite No Size Shift Bite allq T-C 0 -1186 H-M 0 -810 [5] W5X5 3.00 L 2.75 [7] W5X4 2.25 L 2.75 (.��* C-S 814 0 M-1 761 0 5X4 2.00 L 2.75 [16] W5X8 1.50 R 2.75 � yv■ ■ •5��,� s D-Q 392 �0 L J 1247 1310 Purlins t7 Q-E 0 -388 J-K 0 -1002 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) ; O. 64 8 Is TC 120 -0.13 18.96 i BC 120 0.00 18.71 Apply purlins to any chords above or below fillers e at 24"OC unless shown otherwise above. aas �� ATE �• r o ♦ �C Hangers/Ties �G� +• �, P +° (J)Hanger Support Required,by others � r%•+L 0R,0•+++6\ #0 27s�'' ss�OIVA - +uxrwtuu�e °1 11/10/2017 "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,handling 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 pnor 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 r] id ceiling Locations shown forpermanent lateral restraint of webs shall have brac]n insalled per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face oftrussand position as shown above and on the Jo as 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 ,f FWCO„,PAW truss in conformance with ANSI 1,or for handling,s ippinq,installation and bracing of,trussesA seal on this drawing or cover pa a.. 2400 Lake Orange Dr. listing this drawin indicates acceptance of pro essiona engrneenn9 responsibility solely for the design shown. The suil9abillty and use of this gnawing for any structure is p e responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www. inst.org;SBCA:www.sbclndust .com;ICC:w Jccsafe.org Orlando FL,32837 Job Nurr�ger: 50224A Ply: 1 SEAN:681594 /T3 SY42 Cust R9353 JRef: 1 W5T93530014 L/52iN.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1451.20130 .Truss Label: F8 JB / DF 11/10/2017 8'0"4 r 10'0"4 19'3"4 17'0"8 1 8'0"4 '�' 2, '13t ' 6'9"4 1 2'6" 2'6"12 1 2'6"4 } 2'6"12-{ (NP) _ _ 1116X6 AB 4 —3XC D E =3X3 �/(2 =3X6_[15] I =4X6 _ W10 Fi s W8 T NA 1 1 120 U T S R Q P O N M L K 1115X4[4] =3X3[7] 1111.5X4 =3X3 1111.5X4 W11 1111.5X4 1115X4 1112X4 =3X10 17'0"8 "12 17'0"8 " 2 16'8"12 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pfin 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): 0.237 F 844 360 A 928 /- /- /- /- /3.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.385 F 518 240 K 943 / - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.034 U - - A Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.057 U - - K Min Brg Width Req= - Mean Height:NA ft Code/Misc Criteria CreepFactor:1.5 Bearing A is a rigid surface. NCBCLL:10.00 TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.996 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.569 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.598 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): B-C 0 -911 F-G 0 -3093 Wind Duration:NA WAVE VIEW Ver:13.02.07.0228.14 C-D 0 -881 G-H 0 -3080 Lumber Additional Notes D-E 0-2255 H-1 0 -2167 E-F 0 -2966 I-J 0 -831 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Top chord 4x2 SP SS Dense:T2 4x2 SP#2: STRBRIBR1014 for bracing and bridging Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP SS Dense recommendations. Webs 4x2 SP#3:W5,W8,W9,W10,W11,W12,W14, Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. W19,W20 4x2 SPF 1950f-1.5E: T-S 1773 0 P-0 3093 0 Lumber value set"1313"uses design values S-R 2740 0 O-N 2669 0 approved 1/30/2013 by ALSC R-Q 2740 0 N-M 2669 0 Q-P 3097 0 M-L 1653 0 Plating Notes All plates are 3X4 except as noted. Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord B-T 1255 0 O-H 782 0 No Size Shift Bite No Size Shift Bite T-D 0 -1200 H-M 0 -681 [4] W5X4 2.75 L 1.25 [7] W3X3 1.75 L 1.25 tt:ltdlltglk D-S 670 0 M-1 716 0 [15] W3X6 2.00 R 1.25 � QS -� 'A+'/stry S-E 0 -658 I-L 0 -1143 0 0 Purlins 1��`•+*v■ +c�•+..f/ Q-QF 104 -445 J-K 1160 -918 In lieu of structural panels or rigid ceiling use purlins 3 V �` a7� • to laterally brace chords as follows: • Chord Spacing(in oc) Start(ft) End(ft) TC 105 -0.31 16.73 d. 848 • BC 120 0.00 16.48 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. t n o • • f Hangers/Ties �y'A�q•` AT e�/,— (J)Hanger Support Required,by others y�iPf�••`��OR`Q`-•C��`��.` Deflection ��i�Ftss+� .' o.•G� Max JT VERT DEFL:LL:0.24"DL:0.19".See detail 402 8 °Hj� ONAIL G DEFLCAMB1014 for camber recommendations. Ltlt1WW�►tom 11/10/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri4id ceiling Locations shown for-permanent lateral restraint of webs shall have bracin installed per BCSI sections 133,B7 or 910, as applicable. Apply plates to each face otruss and position as shown above and on the Joint9Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the ,s, Comp,U,,. truss in conformance with ANSI 1,or for handlinT shipping,installation and bracing of trussesA seal on this drawing or cover pafge,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)esslona_r engineeringq responsibility solely for the desi n shown. The sui ability Suite 150 and use of this grawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitwxom:TPI:www.t inst.or:SBCA:www.sbcindust .com;ICC:www.icrsafe.org Orlando FL,32837 Job Number: 50224A Ply: 1 SEAN:681595 /T9 SY42 Cust:R9353 JRef: 1W5T93530014 L/52,N.ATLANTIC BEACH DUVAL CTY Qty: 10 FROM:RCT DrwNo: 314.17.1451.24177 Truss Label: F9 JB / OF 11/10/2017 1 1"12 8'0"4 1 10'0"4 1 8 18'0"8 I 8'0"4 2' r 7'10"12 1 2'6"--f--2'6"12--{--2'6"4—{ f---2'6"4—}—2'6"12—{ (TYP) =6X6 =3X3 =3X4 =3X3 W10 =1.5X4 T AB C D E F G H I J �I3 e W8 1 1 W19 W V U T S R Q P O N M L 1115X4[4] =3X4 1111.5X4 =3X3 1111.5X4 1112X4 =3X3 1111.5X4=3X4[18] 1115X4[20] 1112X4 18'0"8 ',12 1810"8 3"12 17'8"12 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.278 R 760 360 A 983 /- /- /- /- /3.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.435 R 487 240 L 986 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.049 J - - A Min Big Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.076 J - - L Min Big Width Req= 1.5 Mean Height:NA ft Bearings A&L are a rigid surface. NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 9 9 Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.998 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.575 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.639 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): B-C 0 -974 F-G 0 -3509 Wind Duration:NA WAVE VIEW Ver:13.02.07.0228.14 C-D 0 -D-E 0 2431 H-1 0 -2345-943 G-H 0 -3232 Lumber Additional Notes E-F 0-3265 I-J 0 -888 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail To chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging Top recommendations. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Webs 42 SP#3:W5,W8,W9,W10,W13,W18,W19 Truss must be installed as shown with top chord up. 42 SPF 1950f-1.5E: V-U 1897 0 Q-P 3507 0 Lumber value set"136"uses design values U-T 2975 0 P-0 2926 0 approved 1/30/2013 by ALSC T-S 2975 0 O-N 2926 0 S-R 3508 0 N-M 1763 0 Plating Notes R-Q 3509 0 All plates are 4X4 except as noted. Plate Shift Table Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite itttH B-V 1342 0 P-H 464 0 [4] W5X4 3.00 L 1.50 [18] W3X4 2.50 R 1.25 �ll� V-D 0-1284 H-N 0 -790 [20] W5X4 2.75 R 1.25 �1 QS �` 'r4/ij� D-U 7430 N-I 809 0\� ••+•• ■ ••��f U-E 0 -740 I-M 0 -1217 Purlins �•• ••� E-S 454 0 M-J 1237 0 In lieu of structural panels or rigid ceiling use purlins �• �` '. S-F 28 -585 J-L 0 -924 to laterally brace chords as follows: G-P 0 -615 Chord Spacing(in oc) Start(ft) End(ft) ; e TC 77 -0.31 17.48 �. 648 • BC 120 0.00 17.48 Apply purlins to any chords above or below fillers ■ s at 24' OC unless shown otherwise above. _ *• ' as ATE s Deflection s. •0 0(V @ Max JT VERT DEFL:LL:0.28"DL:0.22".See detail •�'�. �'•• QP.•'�a�/ DEFLCAM131014 for camber recommendations. 4yj�j�� ••_4 0 ,.••• \`'_`� #0 27siVAL�� y�''%`s`s�O � 11/10/2017 "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)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rictid ceiling Locations shown for permanent lateral restraint of webs shall have brac!n installed per BCSI sections B3,B7 or 910, 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 M rW cc w,,",. truss In conformance with ANSIrTPI 1,or for handlin j 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 ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.tpinst.or;SBCA:www.sbcindus .com;ICC:www.iccsafe.org Orlando FL,32837 Job Number: 50224A Ply: 1 SEAN:681596 !T10 SY42 Cust:R9353 JRef: 1W5T93530014 • L152-N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1451.28610 Truss Label: F10 JB / DF 11/10/2017 '0"12 30'11"B 13'1" 25'10"8 27'10" 4 2'10"12 f 11'1" 2' 12'9"8 T' 2, '1 2'6" 3")2 (TYP) I F--2'1"12—+-2'6"12--j I' i I" "'I f—2'612—I—2'6"12--[—2'6"12.--{ F—2'5"8—I 1112X5 =W=3X4 =W=3X4 1112X5 =5X4 =5X4 =5X5 1113X4 1113X6 1112X5—4X4 —4X4 =5X6 =5X5 1117X6rr29] =5X6 =5X4 A B C D E F G I J K L M N 0 P Q RvVZ T 1;1• W 2 W2 32 I 1 1. AKAJAl AH 11115X4 AG AF AE AD_W-H0310 =3X4 Z 1115X4 1115X4[28 =3X4[31] W28 T 1112X4 3X4[6] 1111.5X4 12X4 1114X4 24'7"8 64" 30'11"8 N12 30'11"8 i 12 30'7"12 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): 0.434 G 677 360 A 857 /- /- /- /- /3.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.685 G 428 240 W 1370 /- /- !- /- /11.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.052 AK - - S 209 /156 Des Ld: 55.00 EXP:NA HORZ(TL):-0.082 AK - - A Min Brg Width Req= 1.5 Mean Height:NA ft W Min Br Width Re 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 9 q= Soffit: 0.00 TCDL:NA psf BCDL:NA sf Bldg Code: FBC 2010 RES Max TC CSI: 0.993 S Min Brg Width Req= - Load Duration:1.00 p TPI Std: 2007 Max BC CSI: 0.469 Bearings A&W are a rigid surface. MWFRS Parallel Dist:NA Spacing:16.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.595 Loc.from endwall:NA FT/RT:12(0)/5(2) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) 1:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE,HS VIEW Ver:13.02.07.0228.14 Lumber Deflection 9-C 0 -901 1-1 0 -3745 C-D 0 -2398 J-K 0 -3745 Value Set:13B(Effective 6/1/2013) Max JT VERT DEFL:LL:0.43"DL:0.29".See detail D-E 0-3442 K-L 0 -2921 Top chord 42 SP#2 DEFLCAMB1014 for camber recommendations. E-F 0-4048 L-M 0 -1621 Bot chord 42 SP SS Dense F-G 0 -4240 M-N 0 -1621 Webs 42 SP#3:W5,W10,W11,W12,W18,W23,W25, Additional Notes G-H 0-4242 O-P 661 -142 W26,W27,W28,W31,W32 42 SPF 1950f-1.5E: +2x6 continuous strongback.See detail H-1 0 -4234 P-Q 647 -154 Lumber value set"13B"uses design values STRBRIBR1014 for bracing and bridging approved 1/30/2013 by ALSC recommendations. TMaximum Bot Chord Forces Per Ply(Ibs) Truss must be installed as shown with top chord up. Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 3X3 except as noted. AJ-AI 1810 0 AB-AA 3429 0 AI-AH 3001 0 AA-Z 2363 0 Plate Shift Table AH-AG 3001 0 Z-Y 2363 0 JT Plate Lateral Chord JT Plate Lateral Chord AG-AF 3843 0 Y-X 881 0 No Size Shift Bite No Size Shift Bite 111111111110mi� AF-AE 4227 0 X-W 0 -1111 [4] W5X4 2.75 L 1.25 [6] W3X4 2.25 L 1.25 !/j AE-AD 4242 0 W-V 0 -1111 [28] W5X4 2.75 R 1.50 [29) W7X6 2.50 R 2.75 � iy AD-AC 4049 0 V-U 154 -647 [31] W3X4 1.25 R 1.25 , ■''*a.4p* AC-AB 4049 0 U-T 157 -636 Purlins �••� ��• Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: a ewe * Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(inoc) Start(ft) End(ft) ; �. 64 B-AJ 1241 0 K-AA 0 -699 TC 108 -0.31 30.65AJ-AJ-C 0 -1233 AA-L 750 0 BC 120 0.00 30.40 • 7C $ • C-AI 798 0 L-Y 0 995 Apply purlins to any chords above or below fillers • at 24"OC unless shown otherwise above. ATE ' AI-D 0 -800 Y-N 1013 0 z rQ • :1Q' D-AG 585 0 N-X 0 -1259 ° Hangers/Ties • AG-E 0 -545 X-0 1250 0 �-T •, � P •• (V 3 '� •+ �� • a �� F-AE 434 -320 O-W 0 -1402 (J)Hanger Support Required,by others iS,4�+� ••.........�R o••°° AD-1 544 -114 O-V 827 0 40278 "A*%Ss/ONA- I-AB 0 -423 V-P 0 386 wtd+la11N11N AB-K 437 0 Q-T 557 -46 11/10/2017 "'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 sa ety 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 r! id 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 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,any failure to build the ,,,nwco,,,pv truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineerm responsibility solely for the design shown. The suifablllty and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or;SBCA:www.sbdndus .com;ICC: www.iccsafe.org Orlando FL,32837 Job Nu i ber: 50224A Ply: 1 SEAN:681597 /T11 SY42 Cust:R 9353 JRef: 1 W5T93530014 • U52+N.ATLANTIC BEACH DUVAL CTY Qty: 13 FROM:RCT DrwNo: 314.17.1451.34757 Truss Label: F11 Page 1 of 2 JB / DF 11/10/2017 13'1" 25'10"8 2710',8 33' 2' 12,9"8 - T 2' r 5'1"8 2,6,. p2,:il 3f`12 (TYP) 3"12 I f~rs°1 z—I--2'6°1 z—{ F i f-- --i F—2'6^1 z—I—rs°1 z--{--2'6"12—{ I—2'2"4—I I I 1112X5 -W=3X4 -W=3X41112X5 =5X4 =5X4 =5X5 1113X4 1113X6 1112X51114X4 =4X4 =5X6 =5X5 1117X6y9] 1113X6 1113X4 =4X4 AB C D E F G H I J K LM N 6 P Q R ST 1 W 2 W2 AN AM AL AK AJ Al AH AG AF AE AD AC AB AA Z Y X W V U 1115X4[4] =3X4[6]1'5X4 =�p/_H03 3X4[22]1.5X411 III 1115X4 =4X6 1112X4 4X4 11.5X4 247'8 8'4"B 33' ai 12 32'8"4 33' 13'12 32'4"8 '12 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): 0.422 G 695 360 A 835 /- /- /- /- /3.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.667 G 440 240 Z 1486 /- /- /- /- /11.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.050 AN - - S 276 /155 /- /- /- /3.2 EXP:NA HORZ L 0 080 AN A Min Br Width Re 1.5 Des Ld: 55.00 (T ): g q= Mean Height:NA ft P NCBCLL:10.00 Code/Misc Criteria Cree Factor:1.5 Z Min Brg Width Req= 1.5 TCDL:NA psf S Min Brg Width Req= 1.5 Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.977 Bearings A,Z,&S are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.995 Spacing:16.0" C&C Dist a:NA It Rep Factors Used:Yes Max Web CSI: 0.612 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)/5(2) Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE,HS VIEW Ver:13.02.07.0228.14 LB-C 0 -874 J-K 0 -3434 Lumber Additional Notes C-D 0 -2320 K-L 0 -2563 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail D-E 0 -3312 L-M 0 -1209 Top chord 4x2 SP#2:T3,T4 4x2 SP SS Dense: STRBRIBRI O14 for bracing and bridging E-F 0 -3870 M-N 0 -1209 Bot chord 4x2 SP SS Dense:B2 4x2 SP#2: recommendations. F-G 0 -4005 N-0 669 -31 Webs 4x2 SP#3:W5,W10,W11,W12,W18,W23,W25, Truss must be installed as shown with top chord up. G-H 0 -4004 O-P 1138 -214 W26 42 SPF 1950f-1.5E: H-1 0 -3995 P-Q 1118 -233 Lumber value set"'I 3B"uses design values 1-1 0-3434 Q-R 744 -367 approved 1/30/2013 by ALSC Plating Notes Maximum Bot Chord Forces Per Ply(Ibs) All plates are 3X3 except as noted. Chords Tens.Comp. Chords Tens. Comp. AM-AL 1756 0 AD-AC 1977 0 Plate Shift Table AL-AK 2897 0 AC-AB 1977 0 JT Plate Lateral Chord JT Plate Lateral Chord AK-AJ 2897 0 AB-AA 477 0 No Size Shift Bite No Size Shift Bite RHUUIIIy AJ-AI 3690 0 AA-Z 0 -1638 [4] W5X4 2.75 L 1.25 [6] W3X4 2.25 L 1.25 �+ AI-AH 4018 0 Z-Y 0 -1638 [22] W3X4 2.25 R 1.25 [29] W7X6 2.50 R 2.75 F�L` �/t�j AH-AG 4004 0 Y-X 233 -1118 Purlins A�`•+'•°■ •+•.�/ AG-AF 3767 0 X_W 109 AF-AE 3095 0 W V 454 1 - 387 In lieu of structural panels or rigid ceiling use purlins y • •• AE-AD 3095 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) ;• s TC 109 -0.31 32.69 0• 648 ■ Maximum Web Forces Per Ply(Ibs) e■ . yWebs Tens.Comp. Webs Tens. Comp.103 0.00 32.38 Apply purlins to any chords above or below fillers • 7C + = B-AM 1205 0 AD-L 791 0 at 24' OC unless shown otherwise above. _ + ATE AM-C 0 -1196 L-AB 0 -1034 Deflection 2'��4 �+tt-Q- C-AL 765 0 AB-N 1049 0 A -ID 0Max JT VERT DEFL:LL:0.42"DL:0.29".See detail '��r�•'•+�� `Q�••++ Vv DLAJ 550 760 AA O 1286 1285 0 DEFLCAMB1014 for camber recommendations. y�/�L• `• QR •° �� C ■■°own+•�° AJ-E 0 -513 O-Z 0 -1515 #0 278 ��y�S�ONA� F-AH 385 -354 O-Y 1050 0 AG-1 576 -69 Y-P 0 -564 11/10/2017I-AF 0 -466 Q-W 615 0 AF-K 471 0 W-R 0 -485 "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 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, 11 as applicable. AppTgy plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE 1.4111611, 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 MnWCOMPAW truss to 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 essiona• engineering responsibili solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is fhe responsibility of the Building Desiger per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitwxom;TPI:www.t inst.or;SBCA:www.sbcindus .com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 50224A Ply: 1 SEAN:681597 /T11 SY42 Cust:R9353 JRef: 1W5T93530014 U52-N.ATLANTIC BEACH DUVAL CTY Qty: 13 FROM:RCT DrwNo: 314.17.1451.34757 Truss Label: F11 Page 2 of 2 JB / OF 11/10/2017 K-AD 0 -735 If�lplltq� � V .••• •,•••• ` 0 Tr ` a. 848 e • s ATE ,•� AN #0 278 �� NAL 11/1 17 "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 ri id ceilin Locations shown for_permanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or B10, as applical5 e. Appy plates to each face otruss and 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 Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the q,,, COMP,wr truss in conformance with ANSI/ PI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drawing or cover pafge,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)esslonar engineering responsibility solely for the de n shown. The sui ability Suite 150 and use of this drawing for any structure Is a responsibility of the uilding 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:www.iccsafe.org Orlando FL,32837 Job Number. 50224A Ply: 1 SEAN:681598 /T16 SY42 Cust:R9353 JRef: 1W5T93530014 ATLANTIC U521N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1451.38603 Truss Label: F12 JB / DF 11/10/2017 �'i 6'8"8 I 1-0'110-,'3"4 13'2"8 - 6'8"8 2' 2"4 2'11"4 '{--2'6" 2'6"12 (TYP) =1X3 =3X4 =3X6 1111X3 =3X6 =3X4 A B C D E F G _ W3 W W5 W W1 W17 P O N M L K J I H 1112X4 1111X3 =3X6 1114X4 1112X4 6'10" 6'4"8 13'2"8 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): 0.036 J 999 360 P 423 /- /- /- /- /3.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.058 J 999 240 L 649 /- /- /- /- 111.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.006 1 - - H 427 !- /- /- /- EXP:NA HORZ L: 0.010 1 - - P Min Br Width Re 1.5 Des 55.00 � ) L Min Brg Width q NCBCL Mean Height:NA ft L:10.00 Code I Misc Criteria Creep Factor:1.5 g dth Req= 1.5 TCDL:NA psf BldgCode: FBC 2010 RES Max TC CSI: 0.462 H Min Brg Width Req= - Soffit: 0.00 BCDL:NA sf p TPI Std: 2007 Max BC CSI: 0.343 Bearings P&L are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:NA Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.208 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)/5(2) Maximum Top Chord Forces Per Ply(Ibs) l:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver.13.02.07.0228.14 Lumber B-C 0 -602 E-F 0 -573 D-E 0 -563 Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SPF 1950f-1.5E:W3,W4,W5,W6,W8,W12, W17,W18 4x2 SP#3: O-N 608 0 K-J 573 0 Lumber value set"1313"uses design values N-M 568 0 J-1 574 0 approved 1/30/2013 by ALSC M-L 568 0 Plating Notes Maximum Web Forces Per Ply(Ibs) All plates are 3X3 except as noted. Webs Tens.Comp. Webs Tens. Comp. Purlins A-P 0 -392 F-I 0 -377 In lieu of structural panels or rigid ceiling use purlins A-0 437 0 I-G 410 0 to laterally brace chords as follows: 11mmaO-B 0 -411 G-H 0 -409 Chord Spacing(in oc) Start(ft) End(ft) r 41,11,y4' C-L 0 -430 TC 120 0.25 13.21BC 120 0.25 ,`��►� ! �A- 4�j Apply purlins to any chords above or below fillers !��; • •S `•Y./® at 24"OC unless shown otherwise above. V • + Hangers/Ties ' i (J)Hanger Support Required,by others _ 0.18 1 • R' i Additional Notes 3 1'� � • See detail STRBRIBR1014 for bracing and bridging a ATE • recommendations. L •+•�s Truss must be installed as shown with top chord up. �Gi'h��p••/t��0�,0�`••:\�3 #0 278 11/10/2017 **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 satPety 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 !d ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 610, as applicable. App ly plates to each face.oftruss and position as shown above and on the Joint9Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildincLComponents Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the ,,i,MCOMPAW truss in conformance with ANSI/TPI 1,or for handlinci,shipping,installation and bracing of trussesA seal on this drawing or cover pafge,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona, engineering responsibility solely for the design shown. The su!ability Suite 150 and use of this Q�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com:TPI:www.t instar ;SBCA:www.sbdndust .com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 50224A Ply: 1 SEAN:681599 /T26 SY42 Cust:R9353 JRef: 1W5T93530014 L/52.N.ATLANTIC BEACH DUVAL CTY Qty: 5 FROM:RCT DrwNo: 314.17.1451.41570 Truss Label: F13 JB / DF 11/10/2017 8'1" 1011" 11'6"4 13'2"8 8'1" 2' '1 1'5"4 1'8"4 2,6„ 2'6"12 27„ 0„12 1 � (TYP) =1X3 =3X3 1116X6 =3X6 A B C D E F G ys W W W W1 _ W3 W5 W8 P O N M L K J I H 1112X4 —3X4[31 =3X3 1111X3 =3X3 1112X4 1111.5X4 =4X10 1112X4 11'4” 1'10"8 13'2"8 it 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): 0.216 K 625 360 P 696 /- /- /- /- /3.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.344 K 393 240 R 172 /- /- /- /- /11.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.035 B - - H 579 Des Ld: 55.00 EXP:NA HORZ(TL): 0.055 B - - P Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 R Min Brg Width Req= 1.5 TCDL:NA psf H Min Br Width Re Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.796 g q i Load Duration:1.00 P TPI Std: 2007 Max BC CSI: 0.655 Bearings P&R are a rigid surface. MWFRS Parallel Dist:NA Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.389 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)/5(2) Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:13.02.07.0228.14 Lumber A-B 0 -587 D-E 0 -1408 B-C 0-1460 E-F 0 -533 Value Set:13B(Effective 6/1/2013) C-D 0-1698 F-G 0 -533 Top chord 4x2 SP SS Dense Bot chord 42 SP SS Dense Maximum Bot Chord Forces Per Ply(Ibs) Webs 42 SPF 195of-1.5E:W3,W4,W5,W6,W8,W9, Chords Tens.Comp. Chords Tens. Comp. W13,W18 4x2 SP#3: Lumber value set"l 3B"uses design values O-N 1160 0 L-K 1425 0 approved 1/30/2013 by ALSC N-M 1735 0 K-J 1408 0 M-L 1735 0 J-1 1390 0 Plating Notes All plates are 3X4 except as noted. Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord A-P 0 -649 L-D 379 0 No Size Shift Bite No Size Shift Bite A-0 817 0 E-I 0 -1170 [3] W3X4 2.50 L 1.25 r�S E� !/p� O-B 0 -797 I-G 697 0 Z7 •7 (�'/��Oy B-N 418 0 G-H 0 -534 sPurlin9080 ■ ■e•9• In lieu of structural panels or rigid ceiling use purlins �••• to laterally brace chords as follows: • • Chord Spacing(in oc) Start(ft) End(ft) • e TC 120 0.25 13.21 + O. 8 BC 120 0.25 12.96 0 • • Apply purlins to any chords above or below fillers : *. at 24"OC unless shown otherwise above. : e • Hangers/Ties (J)Hanger Support Required,by others °•0♦�' Oty.•e� 47 Additional Notes '3Ly � •'•;OR '�� See detail STRBRIBR1014 for bracing and bridging recommendations. #0 278 %W's/ONAI. Truss must be installed as shown with to chord u "F� +WiuU�►� P P• 11/10/20]7 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro erly attached rigid ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, .1196111. as applicable. Appy plates to each face•oftrussand position as shown above and on the Joint9Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the A,,rr,COMPAW truss in conformance with ANSI/?PI 1,or for handling,shlppinq,installation and bracing of trussesA seal on this drawing or cover pa�e,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility sole) for the design shown. The sui ability and use of this drawing for any structure is p e responsibility of the Building Desigrier pe�ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI: www.t insLorg:SBCA:w,vw.sbcindus ..-com:ICC: www.i=afe.org Orlando FL,32837 Job Number: 50224A Ply: 1 SEAN:681600 /T29 SY42 Gust:R9353 JRef: 1W5T93530014 U52+N.ATLANTIC BEACH DUVAL CTY Qty: 2 FROM:RCT DrwNo: 314.17.1451.44600 .Truss Label: F14 JB / DF 11/10/2017 1'1"8 311"8 3'11'8 1'1"8 + 2' 1110 F31 3X3 =1X3 1111X33X3 1112X4 A B C D 1 H G F E 3X3 III 1X3=3X4 1112X4 3'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.007 B 999 360 H 205 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.011 B 999 240 E 218 / BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.005 B - - H Min Brg Width Req= 1.5 EXP:NA HORZ 0.009 B E Min Br Width Re Des 55.00 �L) Bearing g q NCBCL Mean Height:NA ft L:10.00 Code/Misc Criteria Creep Factor:1.5 g H is a rigid surface. Soffit: 0.00 TCDL:NA psf BCD L:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.274 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.110 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.087 Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:13.02.07.0228.14 Lumber Value Set:13B(Effective 6/1/2013) Top chord 42 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SPF 1950f-1.5E:W3 4x2 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 0.25 3.96 BC 42 0.25 3.71 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. Hangers/Ties `hy (J)Hanger Support Required,by others 17�•��, • �,��•� Additional Notes ? • �► s Truss must be installed as shown with top chord up. �. $ i • r tea• ATE ••'� r � 40278 rs u NA 11/10/2017 tom` "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 BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proL�erly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as appllcabe. 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 BuildinhcLComponents Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the ,NMCOWMY truss in conformance with ANSI PI 1,or for handli4 shlppinq,installation and bracing of trussesA seal on this drawing or cover pa�e,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of ppro essionR engineenng responsibility solely for the design shown. The sui ability Suite 150 and use of this gnawing for any structure is fhe responsibility of the building Designer per 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.tpinst.org;SBCA:www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32837 Job Number: 50224A Ply: 1 SEAN:681601 /T20 SY42 Crust:R9353 JRef: 1W5T93530014 L/52-N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DwNo: 314.17.1451.46853 Truss Label: F15 JB / DF 11/10/2017 118 3'1"8 4'3" r 1,1,.8 f 2, r 1'1"8 F3'1 9„ (TYP) 3X3 1111X3 =1X3 1111X3 =3X3 =1X3 A B C D v I H G F =3X3 1111X3 1112X4 =3X4 4'3" 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 Ioc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.005 B 999 360 1 221 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.009 B 999 240 F 221 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 B - - I Min Brg Width Req= 1.5 EXP:NA HORZ L 0.004 B F Min Br Width Re 1.5 Des Ld: 55.00 Mean Height:NA ft � ) g q 9 Code/Misc Criteria Creep Factor:1.5 Bearings I&F are a rigid surface. NCBCLL:10.00 P TCDL:NA psf BldgCode: FBC 2010 RES Max TC CSI: 0.229 Soffit: 0.n: BCDL:NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.079 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.110 Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:13.02.07.0228.14 Lumber Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SPF 1950f-1.5E:W3,W6 4x2 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 45 0.25 4.00 BC 45 0.25 4.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes � ♦♦��■ ■ ®��. �,.y Truss must be installed as shown with top chord up. �� ♦♦ ♦•/��// � Y ©. 648 ' b � � b ■ v ATE ♦.yt _ I��,, ♦ba•■am�ey♦ 4027 11/1 0 "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 sa shipping, practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or 910, as applicable. AppTgy plates to each face oftrussand position as shown above and on the Join 9Details, unless noted otherwise. Refer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildin$Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �,m�a,v„ truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona, engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP1 1 Sec.2. For more information see this job's general notes age and these web sites:ALPINE:www.al ineitw.com:TPI: www.tpinsLorg;SBCA:www.sbdrndust .com;ICC:w Jccsafe.or Orlando FL,32837 Job Number: 50224A Ply: 1 SEAN:681602 /T4 SY42 Cust:R9353 JRef., 1W5T93530014 • L152-N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1451.49503 Truss Label: F16 JB / DF 11/10/2017 13' 7'1"12 15'3" 1:11411 21"8 "1 411 8,1,'4 1� 1 3 4 i 1 2'8"4—,{--2,812 7612 2'6" - (TYP) =1X3 1111X3 1111X3 Wil8 =3X4 =4X4 A B C D E F G H I J T T 3B �1 W5 wa 1 T S R V N M L K 1112X4 O P O 1111X3 1114X4 �—3'11"6 6'1"8 52' 153" 14'11"4 �1`�'3" 14'11"4 "2 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): 0.016 K 999 360 T 239 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.033 K 999 240 V- 192 /- /- /- /- /73.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 F - - 1 252 /- !- /- /- /3.2 EXP:NA HORZ L 0.002 F T Min B Width Re 1.5 Des Ld: 55.00 (T )� � q= Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 V Min Big Width Req= - NCBCLL: 10.00 P TCDL:NA psf 1 Min Br Width Re 1.5 Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.523 Bearings T,V,&I are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.163 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.141 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)/5(2) Maximum Web Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Webs Tens.Comp. Webs Tens. Comp. Wind Duration:NA WAVE VIEW Ver:13.02.07.0228.14 Lumber D-Q 0 -429 F-N 0 -413 Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 42 SP#3:W1,W2,W4,W5,W9,W10.W11,W14 4x2 SPF 1950f-1.5E: Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 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) aj�L TC 120 0.25 15.25 BC 120 0.25 14.94 at OClns to unless shownchords otherwl a abovebelow fillers �t1V♦_••'• ' "�• ��/� Additional Notes o. See detail STRBRIBR1014 for bracing and bridging � i 648 0 recommendations. • • • Truss must be installed as shown with top chord up. • i ATE • � NN 11/10 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fo'r sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall hav bracing installed per BCSI sections B3,B7 or 910, 41 as appllcabgle. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Defer 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 ,J,,,,,,roM,u,,. truss In conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa�e ability 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essrona engineering responslbili solely for the design shown. The sui ability Suite 150 and use of this pawing for any structure is hre responsibility of the building Designer per ANSI/TP•1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.or;SBCA:www.sbcindus .com;ICC:www.icrsafe.org Orlando FL,32837 Job Number. 50224A Ply: 1 SEAN:681603 !T19 SY42 Cust:R9353 JRO: 1W5T93530014 L/52,N.ATLANTIC BEACH DUVAL CTY Qty: 2 FROM:RCT DrwNo: 314.17.1451.52343 Truss Label: F17 JB / DF 11/10/2017 1'5'8 1 3'5,8 '1 4'6"8 "I 1,5'8 2' 1'1" 1'1"12 F3'd F3 I F'�I 1111X3 =3X4 1111X3 =3X3 =1X3 A B C D T l I H G F 1112X4 =3X3 1111X3 3X4 4'6"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): 0.011 B 999 360 1 250 /- /_ /_ /_ /_ BCLL: - BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.018 B 999 240 F 237 /- /- /- /- /3.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.007 B - - I Min Brg Width Req= - EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.012 B F Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearing F is a rigid id surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.236 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.151 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.106 Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:13.02 07 0228-14 Lumber Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 42 SPF 1950f-1.5E:W3,W6 4x2 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 52 0.00 4.29 BC 49 0.25 4.29 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. ��++1lDrddf�y��h Hangers/Ties ``� •7 ! ®e�I��4 (J)Hanger Support Required,by others �V ••••• ''••••• !� Additional Notes • 1�' • Truss must be installed as shown with top chord up. E� o. 648 s • to • _ i ATE y Q e� + lot ORQX*Nli�fv #0 27'8.01 •••• s•r� E 11/10/2017 **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 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 Inslalled per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face of russ and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN nw9MPAW 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 drawin indicates acceptance of pro essrona, engineering responsibility solely for the design shown. The suitability Suite 150 and use of this Orawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:w .al ineitw.com;TPI:www.l inst.or;SBCA:www.sbcindust .com;ICC:wJccsafe.org Orlando FL,32837 Job Number: 50224A Ply: 1 SEAN:681604 /T7 SY42 Cust:R9353 JRef: 1W5T93530014 L/52 N.ATLANTIC BEACH DUVAL CTY Qty: 2 FROM:RCT DrwNo: 314.17.1451.56440 Truss Label: F18 JB / DF 11/10/2017 5'7" f- 1'1"4—{ f3i 1—1'8"12_44 3X3 =3X3 =1X3 1111X3 =3X3 =4X4 A B C D E F T � -3' 1 1 J I H G _-3X3 =3X3 1112X4 1111X3 5'T' 5'3"4 5'7" 5'3"4 "12 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.030 1 999 360 K 300 /- /- /- /- /5.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.052 1 999 240 E 298 /- /- /- /- /3.2 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.012 E - - K Min Brg Width Req= 1.5 Des LdEXP:NA: 55.00 HORZ(TL):-0.020 E - - E Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria CreepFactor:1.5 Bearings K&E are a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.283 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.339 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.190 Maximum Web Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/5(2) Webs Tens.Comp. l:NA GCpi:NA Plate Type(s): I J 399 0 Wind Duration:NA WAVE VIEW Ver:13.02.07.0228.14 Lumber Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Bot chord 42 SP#2 Webs 42 SPF 1950f-1.5E:W3,W7 4x2 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 64 0.25 5.58 BC 60 0.25 5.27 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. �� •••■ ' ••••• m • �3= % ATE '�., DiVAll- iinoi2of� "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 ri4id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f7efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildip/$Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,NnWCOWAW truss In conformance with ANSIPI1,or for handlM shipping,installation and bracing of trussesA seal on this drawing or cover pafge,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this 9�awing for any structure is tphe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.org:SBCA:www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32837 Job Number: 50224A Ply: 1 SEQN:712627 !T12 SY42 Cust:R9353 JRef: 1W5T93530014 L/52N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1451.59233 Truss Label: F19 JB / DF 11/10/2017 1'5"8 11'5" 13'5" 157" 1'5"8 2' 7'11"8 2' 2'2" 11-1 121 TY I I----I—rs°—{—2'6°12—{—1'8"12—{ I-1'8°12—I =3X4 1111X3 =3X4 =3X4 1113X4 =5X4 A B C D E F G HI JK T W8 w w10 1 w1 li 1 W V UT P O N M L R 1112X4 1111X3 1113X4 =3X4 1111X3 1111.5X4 =3X4[20] 4'3"8 6'1"8 62" i 157" 15'3"4 1�-7" 15'3"4 " 2 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): 0.017 H 999 360 W 265 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(fL): 0.031 H 999 240 T' 181 /- /- /- /- /73.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 M - - J 339 /- /- /- /- /3.2 Des Ld: 55.00 EXP:NA Mean Height:NA ft HORZ(TL):-0.003 J - - W Min Brg Width Req= - T Min Br Width Re NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 9 q= - Soffit: 0.00 TCDL:NA psf BCDL:NA sf Bldg Code: FBC 201 ORES Max TC CSI: 0.238 J Min Brg Width Req= 1.5 Load Duration:1.00 P TPI Std: 2007 Max BC CSI: 0.083 Bearings T&J are a rigid surface. MWFRS Parallel Dist:NA Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.188 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)/5(2) Maximum Web Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Webs Tens.Comp. Wind Duration:NA WAVE VIEW Ver:15.01.02B.081321 Lumber M-J 395 0 Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP SS Dense:T2 4x2 SP#2: Bot chord 4x2 SP SS Dense Webs 42 SPF 1950f-1.5E:W3,W6,W8,W9,W10, W11,W13,W18 4x2 SP#3: Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [20) W3X4 2.50 R 1.25 � +►S FLSIrz Purlins 'YJ In lieu of structural panels or rigid ceiling use purlins 00 to laterally brace chords as follows: ••�, �•• Chord Spacing(in oc) Start(ft) End(ft) • TC 120 0.00 15.58 • i BC 120 0.25 15.27 $ • �. 64 8 • Apply purlins to any chords above or below fillers 3 : • at 24"OC unless shown otherwise above. ■ Additional Notes �m� �1 E Q� See detail STRBRIBR1014 for bracing and bridging recommendations. �� '• O`!► •••�� , Truss must be installed as shown with top chord up. i��i,�� ••.�0R1,••''* p, AN - � #0 278��ii ,lfp1L.� 4 . 11/10 17 "'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 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 B1 O, as applicable. Apply plates to each face of ttruss and position as shown above and on the Join QDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Bui!diphComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the a,,,,.,CO,,,,�,,,. truss in conformance with ANSI] 1,or for handlin4,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindus .com;ICC:WwwJccsafe.org Orlando FL,32837 Job Number: 50224A Ply: 1 SEQN:681606 /T13 SY42 Cust:R9353 JRef: 1W5T93530014 1-/52 N.ATLANTIC BEACH DUVAL CTY Qty: 2 FROM:RCT DrwNo: 314.17.1452.02300 Truss Label: F20 JB / DF 11/10/2017 1'5"8 3'5"8 11'5" 13'5" 157" 7'11"8 2' 2'2" r1-11-�I �h1� r--}—2'6" 2'612--{-_1'8"12 1'612—{ =3X4 111X3 =3X4 =3X4 1113X4 =5X4 A B C D E F G H I JK T T ^1 W W8 w1a 1 w1 1 W V U T S R Q P O N M L 1112X4 111X3 =3X4 1111X3 1113X4 1112X4 1111.5X4 =3X4[201 4'5"4 11'1"12 157- 15'3"4 11�'7" r 15,3"4 " 2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.139 G 951 360 W 235 /34 /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.231 G 574 240 T 965 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.023 D - - J 586 /- /- /- /- /3.2 Des Ld: 55.00 EXP:NA HORZ(fL): 0.038 D W Min Brg Width Req= - Mean Height:NA ft Code I Misc Criteria Cree Factor:1.5 T Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:NA psf p Soffit: 0.00 BCDL:NAsf Bldg Code: FBC 2010 RES Max TC CSI: 0.490 J Min Brg Width Req= 1.5 MWFRS Parallel Dist:NA Load Duration:1.00 p TPI Std: 2007 Max BC CSI: 0.517 Bearings T&J are a rigid surface. Spacing:24.0" C&C Dist a:NA It Rep Factors Used:Yes Max Web CSI: 0.420 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)/5(2) Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:13.02.07.0228.14 Lumber E-F 0 -1034 H-I 0 -594 F-G 0 -1145 I-J 0 -640 Value Set:13B(Effective 6/1/2013) G-H 0 -992 Top chord 4x2 SP SS Dense:T2 4x2 SP#2: Bot chord 4x2 SP SS Dense Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 SPF 195of-1.5E:W3,W6,W8,W9,W10, Chords Tens.Comp. Chords Tens. Comp. W11.W13,W18 4X2 SP#3: Lumber value set"'I 3B"uses design values S-R 795 0 P-0 1012 0 approved 1/30/2013 by ALSC R-Q 1253 0 O-N 992 0 Q-P 1253 0 N-M 971 0 Plating Notes All plates are 3X3 except as noted. Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord C-T 0 -473 G-0 0 -442 No Size Shift Bite No Size Shift Bite T-D 0 -608 N-H 435 0 [20] W3X4 2.50 R 1.25fD-S 706 0 H-M 0 -899 S-E 0 -704 M-J 881 0 Purlins �G'•y: •`l ��a. P-G 453 0 In lieu of structural panels or rigid ceiling use purlins ��`�'` S A•�`'(/ to laterally brace chords as follows: ♦ �1 �+ Chord Spacing(in oc) Start(ft) End(ft) TC 120 0.00 15.58 ' s� BC 120 0.25 15.27 } Q. 648 s Apply purlins to any chords above or below fillers • at 24"OC unless shown otherwise above. s • 33r$ Hangers/Ties s$„©;• ATE •+ (J)Hanger Support Required,by others s • • • '110 Additional Notes ��SS �R,O•••�� , See detail STRBRIBR1014 for bracing and bridging � recommendations. #0278 ��i�y� 10NAt Truss must be installed as shown with top chord up. ►+Mutt 11/10/2017 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a proL�erly attached ri id ceilm Locations shown forpermanent lateral restraint of webs shall have bracingp installed per BCSI sections B3,B7 or 910, as applicable. AppToy plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin$gComponents Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the M„r,,,roM„AW truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineerm responsibility solely for the design shown. The suiTTability Suite 150 and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t insLorg;SBCA:www.sbcindust .com;ICC:www.iccsafexrg Orlando FL,32837 Job Number: 50224A Ply: 1 SEQN:681607 /T14 SY42 Cusl:R9353 JRO: 1W5T93530014 U52 N ATLANTIC BEACH DUVAL CTY Qty: 3 FROM:RCT DrwNo: 314.17.1452.05343 Truss Label: F21 JB ! DF 11110/2017 1'5"8 3'5"8 4'5"g 11'5„ 13'5" 157' r J,5„8+ 2' 11"1 6'11"12 2, 27' 'I , t1 [---{ -2'6" 2'6"12-} 3"8 I-1,812--I =3X3[10] =3X4 1111X3 =4X4 =3X4 1111X3 =5X4 A B C D E F G H I J KL T T�' W11N1 W2 1 X W V UT _ S R Q P O N M 1112X4 1111X3-3X43X4 -3X3[11] 1111X3 1111.5X4 3X4[21] 4'11"4 10712 157, 153"4 7" r 153"4 „2 Loading Criteria(psq 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): 0.094 H 999 360 X 273 /13 /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.200 H 633 240 T 2097 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.014 F - - K 537 /- /- /- /- /3.2 Des Ld: 55.00 EXP.NA HORZ(TL): 0.032 E X Min Brg Width Req= - Mean Height:NA ft T Min Br Width Re = 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 9 q- TCDL:NA psf K Min Bi Width Re 1.5 Soffit: 0.00 BCDL:NA sf Bldg Code: FBC 2010 RES Max TC CSI: 0.576 g i = Load Duration:1.00 p TPI Std: 2007 Max BC CSI: 0.449 Bearings T&K are a rigid surface. MWFRS Parallel Dist:NA Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.377 Members not listed have forces less than 375# Loc.from endwall:NA FTIRT:12(0)/5(2) Maximum Top Chord Forces Per Ply(Ibs) l:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:13.02.07.0228.14 Lumber Hangers/Ties F-E 649 0 H-I 0 -871 F-G 0 -839 I-J 0 -532 Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others G-H 0 -872 J-K 0 -575 Top chord 4x2 SP SS Dense:T2 4x2 SP#2: Bot chord 4x2 SP SS Dense Additional Notes Webs 4x2 SPF 1950f-1.5E:W3,W6,W11,W12,W13, See detail STRBRIBR1014 for bracing and bridging Maximum Bot Chord Forces Per Ply(Ibs) W14,W16.W20 4x2 SP#3: recommendations. Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values Truss must be installed as shown with top chord up. T-S 0 -576 Q-P 1060 0 approved 1/30/2013 by ALSC S-R 609 -67 P-0 871 0 R-Q 1060 0 0-N 856 0 Special Loads ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Maximum Web Forces Per Ply(Ibs) TC-From 100 plf at 0.00 to 100 plf at 15.58 Webs Tens.Comp. Webs Tens. Comp. BC-From 10 plf at 0.00 to 10 plf at 15.27 TC-1100 Ib Conc.Load at 4.44 C-U 0 -563 S-F 0 -721 Platin Notes D-T 0 -1214 I-N 0 -764 Plating Ally T-E 0 -710 N-K 792 0 All plates are 3X3 except as noted. � �i�y E-S 670 0 Plate Shift Table �� ••�� •*•0 •• S •i JT Plate Lateral Chord JT Plate Lateral Chord � � • � >� • No Size Shift Bite No Size Shift Bite • [10] W3X3 1.25 L 1.25 [11] W3X3 1.75 L 1.25 �' �• o [21] W3X4 2.25 R 1.25 �, 648 Purlins In lieu of structural panels or rigid ceiling use purlins = e to laterally brace chords as follows: 5g ;• ATE 4 Chord Spacing(in oc) Start(ft) End(ft) . • �tI @ TC 120 0.00 15.58 ++■ /C O�•• �/ 3 BC 120 0.25 15.27 ��y� +�•++0R�••s•+r*NN %%-- Apply purlins to any chords above or below fillers ��i� """• V at 24"OC unless shown otherwise above. #0 278 �'�;a+ 11/10/2017 ��t�� "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as appiicab5le. Appy plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,apy failure to build the N,,rr,COMPAW truss in conformance with ANSI TPI 1,or for handlia shlppinq,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essiona engineer responsibility solely for the design shown. The suiTabllity Suite 150 and use of this gnawing for any structure is tie responsibility of the ouilding Designer per ANSI/TPI 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 insLor;SBCA:www.sbcindus .com;ICC:www.icrsafe.org Orlando FL,32837 Job Number: 50224A Ply: 1 SEAN:681608 /T23 SY42 Cust:R9353 JRef: 1W5T93530014 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 2 FROM:RCT DrwNo: 314.17.1452.07863 Truss Label: F22 JB ! OF 11/10/2017 1'7"811'8 37" 17"8 �4"' 17"8 �—1'3"12�{ T. 1'3"12 1111X3 =3X3 =3X4 1111X3 =1X3 A B C D TW v W3 1 I H G J 1112X4 3X3 3X3 F 1112X4 � 37- Loading 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 Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.004 C 999 360 1 198 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.006 C 999 240 J 184 /- /- /- /- /11.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 D - - I Min Big Width Req= - EXP:NA Des Ld: 55.00 HORZ(TL):-0.000 D - - J Min Brg Width Req= 1.5 Mean Height:NA ft Bearing g NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 g G is a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.094 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.048 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.072 Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:13.02.07.0228.14 Lumber Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SPF 1950f-1.5E:W3,W6 4x2 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 40 0.00 3.33 BC 37 0.25 3.33 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. 1M�klly1. AS F Hangers/Ties (J)Hanger Support Required,by others 1��,`G•1r • •.':�/ Additional Notes .}� ~V �• � • Truss must be installed as shown with top chord up. �7w • 0. 't8 � f V•t f • r • s�,o•:• ATE (� •f:a; #0 278 NA tutnsw+� 11/10/2017 "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 proEerly attached r! !d ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW BuildinggComponents Group Inc..shall not be responsible for any deviation from this drawing,apy failure to build the truss in conformance with ANSI 1,or for handlinct,shlppinq,installation and bracing of trussesA seal on this drawing or cover pafge,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTesslonar engineerin responsibility solely for the design shown. The sui ability Suite 150 and use of this gnawing for any sructure is the responsibility of the�uilding Desigrier 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 insLor ;SBCA:www.sbcindust .com;ICC: w Jcrsafe.org Orlando FL,32837 Job Number: 50224A Ply: 1 SEAN:681610 /T8 SY42 Cust:R9353 JRef: 1W5T93530014 n U58 N'ATLANTIC BEACH DUVAL CTY Qty: 3 FROM:RCT DrwNo: 314.17.1452.11993 Truss Label: F24 JB / DF 11/10/2017 3'10"12 I 5'10"12 F'1i12 10'4"8 3'10"12 T 2' 13" 42"12 l I3 i 2.6.. 1.1.. (TYP) 3X3[1] =3X3 =1X3 =3X3 1111X3 1116X6 =3X3 =5X4 A B C D E F GH T ya 3- W W1 W1 W3 W12 1 NM L K J I 1112X4 =3X3[3] =3X3 =3X8 =3X3[11] 10'4"8 10'0"12 10'0"12 2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.073 D 999 360 N 564 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.137 D 871 240 G 562 /- /- /- /- /3.2 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.011 B - - N Min Brg Width Req= 1.5 Des Ld: 55.00 EXP.Mean Height: HORZ(TL): 0.023 B G Min Brg Width Req= 1.5 ight:NA ft Code/Misc Criteria Creep NCBCLL:10.00 P Factor:1.5 Bearings N&G are a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.835 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.487 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.322 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) 1:NA GCpi:NA Plate Type(s): A-B 0 -447 D-E 0 -1084 Wind Duration:NA WAVE VIEW Ver:13.02.07.0228.14 B-C 0 -1081 E-F 0 -469 Lumber C-D 0 -1090 F-G 0 -491 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 42 SP#2 Webs 4x2 SPF 1950f-1.5E:W3,W4,W5,W11,W12. M-L 888 0 K-J 939 0 W13 42 SP#3: L-K 1090 0 Lumber value set"13B"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 A-N 0 -523 B-L 429 0 No Size Shift Bite No Size Shift Bite A-M 623 0 E-J 0 -622 [1] W3X3 1.25 L 1.25 [3] W3X3 1.75 L 1.25 M-B 0 -614 J-G 677 0 [11] W3X3 1.75 R 1.25 Purlins RblllNll�jj� In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: `, Chord Spacing(in oc) Start(ft) End(ft) y .•°"� �•••• TC 120 0.25 10.38 e•••`, ��•�r BC 118 0.25 10.06 v • Apply purlins to any chords above or below fillers . •� • at 24' OC unless shown otherwise above. 8. $ a Additional Notes $* See detail STRBRIBR1014 for bracing and bridging recommendations. %,,�;• ATE Truss must be installed as shown with top chord up. a • • ,,� #0 278 11/10/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri4id ceiling Locations shown for_permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810 as applicable. Apply plates to each face otruss and position as shown above and on the Joint9Details, unless noted otherwise. f7efer to' ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildip/$c�Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the A,,,,,,roM„J,,. truss in conformance with ANSI] 1,or for handli4 shipping,installation and bracing of trussesA seal on this drawing or cover patge,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro)esstonar engineering responsibility solely for the design shown. The su!ability Suite 150 and use of this drawing for any structure is tPhe responsibility of the Building Designer per ANSIrTPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t insLor;SBCA:www.sbdndus .corn;ICC: www.icrsafe.org Orlando FL,32837 Job Nrber: 50224A Ply: 1 SEQN:681611 /T5 SY42 Cust:R9353 JRef: 1W5T93530014 UNK N:ATLANTIC BEACH DUVAL CTY Qty: 8 FROM:RCT DrwNo: 314.17.1452.17613 Truss Label: F25 JB / OF 11/10/2017 4'5"12 6'5"12 10111"8 4'5"12 2' 4'5"12 13" 2,6„ '1 11 1 (TYP) 3X3[1] =1X3 1116X6 1116X6 =5X4 A B C D E F GH T ya 3� W w1 w16 r W3 W15 1 N M L K J I 1112X4 =3X3[3] =3X8 =3X8 =3X4 10'11"8 107"12 X0'11"8 f 107"12 "12 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.079 D 999 360 N 596 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.152 D 834 240 G 594 /- /- /- /- /3.2 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.017 B - - N Min Brg Width Req= 1.5 EXP:NA HORZ 0.033 B G Min Br Width Re 1.5 Des 55.00 ft �L) Bearings g q NCBCL Mean Height:NA L:10.00 Code/Misc Criteria Creep Factor:1.5 gs N&G are a rigid surface. Soffit: 0.00 TCDL:NA psf BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.845 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.509 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.345 Loc.from endwall:NA FT/RT:12(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0 -484 D-E 0 -1215 Wind Duration:NA WAVE VIEW Ver:13.02.07.0228.14 B-C 0-1214 E-F 0 -504 C-D 0-1224 F-G 0 -526 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 Webs 4x2 SPF 1950f-1.5E:W3,W4,W5,W14,W15, M-L 949 0 K-J 1012 0 W16 42 SP#3: L-K 1224 0 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 3X3 except as noted. A-N 0 -557 K-E 402 0 A-M 674 0 E-J 0 -676 Plate Shift Table M-13 0 -648 J-G 725 0 JT Plate Lateral Chord JT Plate Lateral Chord B-L 461 0 No Size Shift Bite No Size Shift Bite [1] W3X3 1.25 L 1.25 [3] W3X3 1.75 L 1.25 RHUIIyI�I� Purlins ,`�� " '�+• ��y�iy V ■ • 4 In lieu of structural panels or rigid ceiling use purlins �•••+;w■ �F••• to laterally brace chords as follows: �A • Chord Spacing(in oc) Start(ft) End(ft) TC 120 0.25 10.96 •� • BC 120 0.25 10.65 0, 648 • s i Apply purlins to any chords above or below fillers : � ■ at 24"OC unless shown otherwise above. Additional Notes a ®; ATE See detail STRBRIBR1014 for bracing and bridging •o i[� recommendations. �i •+ /C,, �Q`+• Truss must be installed as shown with top chord up. s� C`+•••:OR,.G•s'r� �.�� 40 278' 11/10/2017 "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 ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Defer 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 u,,rwcCW, truss in conformance with ANSI/TPI 1,or for handli4 shlppinlq,installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawingq indicates acceptance of ppro esslona, engineering responsibility solely for the design shown. The suiCability 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.org;SBCA: www.sbcindust .com;ICC:www.iccsafe.or Orlando FL,32837 a. Commentaryi Deflection and Camber S. 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 0 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) W Compensates for different deflection Floor of Room-In-Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses, Trusses -Or 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 Truss (0Imuw ,25 x Deflection from Live Load) + SJ► yDesign Dead Load Def(ection) The following tables are provided as guidelines for X Limiting deflection and estimating camber, Conditions or Notei The - ;' � s considerably less than codes may exist that require exceeding these recommendations, or past experience may warrant using more stringent limitations, • ®. 648 %-WARNINGlww READ AND FIaLw ALL NUMS ON THIS BRAVING i REF DEFLEC/CAMB wwBWMTANTww FURNISH THIS BRAVING TG ALL CONTRACTBRS INCLUDING THE:INSTALLERS. i# Trusses require extreme care In fabricating,handling,shipping,Installing and bracing, Refer Jan follow the latest edition of SCSI(BWlding Component Safety Infornatlon,by TPI and SBCA)for society ♦ t DATE 10/01/14 practices prior to perfornhg these functions. Installers shall provide temperer bracnp per BOL pg ATE Unless noted otherwise,tap chord shall have properly attached structural sheathing and otton.�rrhor Q► DRWG DEFLCAMB1014 r shall have a properly attached rlgtd ceiling. Locations shown for permanent lateral restraint Of}bb ♦ + 1 Al O shall have brvcIng Installed per BCSI sections B3,B7 or 1110,as appUcable. Apply plates to eadi a O♦ '�, � of truss and In as shown above and on the Joint Details,unless noted otherwise. Pj Refer to drawings 160A-Z far standard plate positions. ,+I *%0 4 o�,O�♦O �0 Alpine,a division of ITV Buldtng Conponents Group Inc.shall not be responsible for any deviation fr ♦ f Q'� AN RWODMP/WY this drawing,any faRure to build the truss in confornance with ANSI/TPI 1,or for handling pPing, ~OAOR�000* Installation L is dra of trusses, �� A seal engineering this drawing or cover page UsUng this n. he, uitcates and us of of professional \1 Suite\ Riverporll Delve foanysstructure blity solely fon the design sham The suitability per NSI use of c.Pthisdrawhp r��f ® V \,Suile\200 far any strucdre Is the respansL�114y of the Bolting Designer per ANSI/TPI 1 Sect ♦..NA \1 Maryland\Heights,\MO\63043 1 For more Information see this Job's general notes page and these web sitesi , �Ut01t(�J{tluw� ALPINE,rwr.alpineitw,eoni TPD www.tpinstorW SBCA,wrrsbdndustry.orgi ICG vw.lcesaf* s. STRONGBACK BRIDGING REC❑MMENDATI❑NS ►All scab-on blocks shall be a minimum 2x4BUTT , ONGBACK BRIDGINGTOGETHER 'stress graded lumber,' ►All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber,' 4' No-The purpose of strongback bridging is to gyp. ATTACH SCAB WITH 10d BOX/GUN develop load sharing between individual trusses, 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT resulting In an overall Increase in the SCAB 6' 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 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) 10d COMMON 2 Important structural requirement of any floor (0.148'x3') NAILS OR (4) 10d Box/GUN or roof system, Refer to the Truss Design (D 28'x3.0') NAILS Drawing (TDD) for the bracing requirements for each individual truss component, 'Bridging,' 00 particularly 'strongback bridging' Is a a recommendation for a truss system to help as control vibration, In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce ° STRONGBACK BRIDGING 'bounce' or residual vibration resulting from SPACING REQUIREMENTS moving point loads, such as footsteps, Up to 10'None required 10'to 20'1 raw(at curter of spW The performance of all floor systems are (2) 10d COMMON (0,148'x3,0') OR 20'to 30'2 roes(I at eadl V3 points) enhanced by the Installation Of strongback BOX/GUN (0,128'x3,0') NAILS AT 2x6 (MINIMUM) STRONGBACK 30'to 40'3 roes G at each V4 Ints) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END, Over 40' Space roes at 10'Dc ts) bridging and therefore is strongly recommended SCAB-ON BLOCK, ATTACH by Alpine. STRONGBACK TO BLOCK W/ (3) COMMON (0148'x3.0') NAILS For additional Information regarding 9 ardin strongback ORR <4)lOd BOX/GUN (0,128'x3.0') 4 g NAILS. O bridging,' refer to BCSI (Building Component Safety Information), 'o iRa r . a �7 ZATTACH S G TO BOTT CHORD ITB (2) 410 S + STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES ,•' 0. + —VARNINGIo READ AND FOLLOW ALL NOTES ON THIS BRAVING • T PSF REF STRONGBACK w.DPDRTANT�FURNISH THIS BRAVENG TO ALL CONTRACTORS INCLUDING TIC II6TALLERS Trusses r,q,lre extreme care In fabricating,handing,shlpppUp,Installing and bracing Refer fella.the latest edition of BCSI®ulldlrg Component Safety Information,by TPI and SBCA)for so ty + 7�/�,D_ PSF DATE 10/01/14 practkes prior to performing these functions. Installers shall provide temporary bracing per H a ATE +LTJ Unless noted otherwise,top chard shall have properly attached structural sheathing and ballon o ♦ C` PSF DRWG STRBRIBR1014 wo shall have a properly attached rigid telling. Locations shorn for permanent lateral restraint of O shall hove brnclnp Installed per SCSI sections B3,B7 or BIO,as applicable. Apply plates to each F O d �� of truss and position as shorn above and on the Joint Details,unless noted otherwise. ! ♦♦ O�♦♦♦ 1 PSF Refer to drawings 160A-2 for standard plate positions. ♦ p Alpine,a division of Iry Bwhsng components Granp Imo shau not be responsible for any deviation Fr I ♦+y �I1�, 4' LD. PSF AN iRWCOMPANY this drawing,any faaure to bund the truss In can with ANSI/TPI 1,or for haniii ,skipping, ♦41106 011 Installation L bracing of trusses. A seal on this drawing or cover page listing this dmwft,bldieatei acceptance of sslonot \\13723\Riverport\Drive enph�eeNng,.:ponselllty sorely fcr'the design>�m Dere sAtobet'y�PI i f this=rtnp �yji ��Ay L UR, FAC, 1,00 \\Suite\200 far wry structure k ter responsibility of 4ha ding sign W \\Maryland\Heights,\MO\63043 Far noro Information see this Job's general notes page and these web sites, w �pUtNu SPACING ALPINEi rrv.al Ineitr.conl TPI,rrw.t Instorgl SHCA,rrr.sbt nadustr.or 1 ICC,rwr.lccsnfe.org OFFICE COPY GLECKLER AND SONS BUILDING SUPPLY RICHARD TINGLEY 11/1012017 2:25 PM 2175 WEST 18TH ST JACKSONVILLE FL 32207 904-356-5440 Doma SizerTm @ 2011-2017 BlueLinx Corporation Version:17.0.9.0 Project: 50224-LOT 52 N.ATLANTIC BEACH MemberlD: BM-1-Floor Beam Usage: BEAM Repetitive Incr: Yes Max Deflection: LL=U360 TL=1.00" 31/2" 5 1/2" 3 1/2" 1000psi 1000psi 1000psi I 21'10 3/4" I 11'11/4" 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 Span# Starts Ends Additional Info Area(psf) 50.0 40.0 100% 0 0' 33' 24'o.c.Base Uniform Load(Spcg Sen) 1 Span Carried(psf) 50.0 40.0 100% 0 0' 33' 4's.c. +Wall(plf) 110.0 0 0' 33' 2 Partial(plf) 617.0 246.8 125% 0 0' 12'7 3/4' 3 Concentrated(Ibs) 2550.0 1378.4 125% 0 12'7 3/4" 4 Concentrated(Ibs) 2550.0 1378.4 125% 0 20'4 1/4" 5 Partial(plf) 617.0 333.5 125% 0 12'7 3/4" 33' Uniform(plf) 29.56 0 0' 33' 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. LOAD PATTERNS (*=span loaded) 1 2 1 * * 2 3 SUPPORTS (Ibs) 1 2 3 Max Reaction 9450 26747 2642 Max 100% 1461 3616 814 Max 125% 2799 9733 1696 Min Reaction 5073 13398 -1923 Min 100% -38 1001 -573 Min 125% -79 2086 -1483 DL Reaction 5190 13398 132 Uplift 0 0 1923 Min Bearing 1.60' 4.46" 1.50" [Based on bearing stress below] Brg Stress(psi) 750* 750* 750* [*Based on member brg stress] DESIGN Actual Span Location Group Allow LDF Ratio V(Ibs) 13298 1 21'8" 41 26600 125% 0.50 M(ft-Ibs) 46120 1 21'10 314' 71 94690 125% 0.49 LtRn(lbs) 8385 0 0' 72 18375 0.46 See Note 6 RtRn(lbs) 2014 0 33' 73 18375 0.11 See Note 6 IntRn(Ibs) 23410 0 21'10 3/4" 71 28875 0.81 See Note 6 LLDefl(") 0.27 1 10'10 718' 72 0.73 U983 TLDefl(") 0.64 1 10'10 718" 72 1.00 U409 LLDefl(") -0.05 2 5'7 1/8' 72 0.37 U-2793 TLDefl(") -0.09 2 5'7 1/8" 72 0.56 U-1480 USE: onCENTER LVL 2.0E 13/4"x 16"4 Plies onCENTER@ LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 2 rows of 112"through bolts @ 24"o.c.(one row 2"from top,one row 2"from bottom).Bolt hole dia.must be 1132" to 1116"larger than bolt dia.Bolts must meet ASTM A307 or SAEJ429 grades,and must extend through full thickness of member and at least 112"beyond.Use washer under head and nut 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.Allowable negative moment is calculated based on bottom edge laterally unsupported between bearing locations. 4.Analysis valid for dry-use only(less than 16%moisture content). 5.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. GLECKLER AND SONS BUILDING SUPPLY RICHARD TINGLEY 11/10/2017 2:25 PM 2175 WEST 18TH ST JACKSONVILLE FL 32207 904-356-5440 Doma SizerTm©2011-2017 BlueLinx Corporation Version:17.0.9.0 Project: 50224-LOT 52 N.ATLANTIC BEACH MemberlD: BM-1-Floor Beam 6.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. 7.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 8.When required by the building code,a registered design professional or building official should verify the input loads and product application. 9.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 10.Design assumes a 40/6 increase in bending stress for repetitive member use. 11.Provide approved uplift resistance at supports with negative reactions. 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.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=0.61)+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 14.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). GLECKLER AND SONS BUILDING SUPPLY RICHARD TINGLEY 1111012017 2:25 PM 2175 WEST 18TH ST JACKSONVILLE FL 32207 90456-5440 Doma SizerTm @ 2011-2017 BlueLinx Corporation Version:17.0.9.0 Project: 50224-LOT 52 N.ATLANTIC BEACH MemberlD: BM-2-Floor Beam Usage: BEAM Max Deflection: LL=U360 TL=U240 3 1/2" 3 1/2" 1000psi L 1000psi 5'5" 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 Area(psf) 50.0 40.0 100% 0 0' 515- 24"o.c.Base Uniform Load(Spcg Sen) 1 Span Carried(psf) 50.0 40.0 100% 0 0' 5-5- 4's.c. +Wall(plf) 110.0 0 0' 5-5- Uniform '5'Uniform(plf) 14.78 0 0' 5'5' 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 880 880 Max 100% 433 433 Min Reaction 446 446 Min 100% 433 433 DL Reaction 446 446 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) 399 1 0'13/4' 21 10640 100% 0.04 M(ft-lbs) 1191 1 2'8 1/2" 21 36420 100% 0.03 LtRn(lbs) 880 0 0' 21 9188 0.10 RtRn(lbs) 880 0 5-5- 21 9188 0.10 LLDefl(") 0.00 1 2'8 1/2' 21 0.18 U50114 TLDefl(") 0.00 1 2'8 1/2' 21 0.27 L/24688 USE: onCENTER LVL 2.0E 13/4"x 16"2 Plies onCENTER@ LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.131"x 3112"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.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 6.When required by the building code,a registered design professional or building official should verify the input loads and product application. 7.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 9.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°/x),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.613+160°/x,110=D+Commercial(100%),120=D+0.75(100%+160%) 10.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). GLECKLER AND SONS BUILDING SUPPLY RICHARD TINGLEY 11110/2017 2:25 PM j 2175 WEST 18TH ST JACKSONVILLE FL 32207 904-356-5440 Doma Sizer'"'@ 2011-2017 BlueLinx Corporation Version:17.0.9.0 Project: 50224-LOT 52 N.ATLANTIC BEACH MemberlD: 6M-3-Floor Beam Usage: BEAM Max Deflection: LL=1-1360 TL=1-1240 31/2- 5" 3 1/2" 1000psi 1000psi 1000psi 1 7'10 1/2" 1 5'111/2" 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 Area(psf) 50.0 40.0 100% 0 0' 13'10' 24"o.c.Base Uniform Load(Spcg Sen) 1 Concentrated(Ibs) 880.0 704.0 100% 0 10'5 314" 2 Span Carried(psf) 50.0 40.0 100% 0 0' 13'10' 17'41/2"s.c. 3 Span Carried(psf) 50.0 40.0 100% 0 0' 10'5 3/4" 5'81/2"s.c. 4 Uniform(plf) 528.0 211.2 125% 0 0' 13'10' Uniform(plf) 14.78 0 0' 13'10' 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. LOAD PATTERNS (*=span loaded) 1 2 1 * * 2 3 SUPPORTS (Ibs) 1 2 3 Max Reaction 3999 11158 2889 Max 100% 1829 5113 1434 Max 125% 713 1855 561 Min Reaction 1244 4190 336 Min 100% -161 2276 -401 Min 125% -51 748 -156 DL Reaction 1456 4190 894 Min Bearing 1.50" 3.59" 1.50' [Based on bearing stress below] Brg Stress(psi) 750* 750* 750* [*Based on member brg stress] DESIGN Actual Span Location Group Allow LDF Ratio V(Ibs) 3091 1 7-8- 21 10640 100% 0.29 M(ft-Ibs) 6668 1 T10 1/2' 21 36420 100% 0.18 LtRn(lbs) 3363 0 0' 72 9188 0.37 See Note 6 RtRn(lbs) 2390 0 13'10" 73 9188 0.26 See Note 6 IntRn(ibs) 9416 0 7'101/2' 71 13125 0.72 See Note 6 LLDefl(") 0.01 1 3'10 718' 72 0.26 Lf7019 TLDefl(") 0.02 1 3'10 718' 72 0.39 U4308 LLDefl(") 0.01 2 30 1/8' 23 0.20 U12388 TLDefl(") 0.01 2 30 1/8' 23 0.30 U10475 USE: onCENTER LVL 2.0E 13/4"x 16"2 Plies onCENTER@ LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.131"x 31/2"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.Allowable negative moment is calculated based on bottom edge laterally unsupported between bearing locations. 4.Analysis valid for dry-use only(less than 16%moisture content). 5.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 6.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. 7.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 8.When required by the building code,a registered design professional or building official should verify the input loads and product application. 9.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. GLECKLER AND SONS BUILDING SUPPLY RICHARD TINGLEY 1111012017 2:25 PM 2175 WEST 18TH ST JACKSONVILLE FL 32207 904-356-5440 Doma SizerTm©2011-2017 BlueLinx Corporation Version:17.0.9.0 Project: 50224-LOT 52 N.ATLANTIC BEACH MemberlD: BM-3-Floor Beam 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.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°/x),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%) 12.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). GLECKLER AND SONS BUILDING SUPPLY RICHARD TINGLEY 11110/2017 2:25 PM 2175 WEST 18TH ST JACKSONVILLE FL 32207 904-356-5440 Doma SizerTm @ 2011-2017 BlueLinx Corporation Version:17.0.9.0 Project: 50224-LOT 52 N.ATLANTIC BEACH MemberlD: BM-5-Floor Beam Usage: BEAM Max Deflection: LL=1-1360 TL=U240 3 1/2" 3 1/2" 1000psi L 1000psi I 6'10"(6'6 1/2"Clear) I LOADS Project Design Loads:Floor.Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(r) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info Area(psf) 50.0 40.0 100% 0 0' 6'10' 24'o.c.Base Uniform Load(Spcg Sen) 1 Span Carried(psf) 50.0 40.0 100% 0 0' 30 3/4' 68 1/2's.c. 2 Concentrated(Ibs) 880.0 704.0 100% 0 30 3/4' 3 Span Carried(psf) 37.0 14.8 125% 0 3'0 3/4' 6'10' 5'8 1/2's.c.(Slope:0.0/12) +Wall(plf) 110.0 0 3'0 3/4' 6'10" 4 Concentrated(Ibs) 1211.0 968.8 100% 0 3'0 3/4' 5 Concentrated(Ibs) 555.0 222.0 125% 0 3'0 3/4' Uniform(plf) 8.78 0 0' 610" 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 2395 2244 Max 100% 1468 1101 Max 125% 166 215 Min Reaction 761 928 Min 100% 1468 1101 Min 125% 166 215 DL Reaction 761 928 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) 1991 1 0'13/4' 21 6318 100% 0.32 M(ft-Ibs) 5646 1 3'0 314" 21 14004 100% 0.40 LtRn(lbs) 2229 0 0' 21 9188 0.24 See Note 5 RtRn(lbs) 2029 0 6'10' 21 9188 0.22 See Note 5 LLDefl(") 0.05 1 3'5' 21 0.23 L/1629 TLDefl(") 0.08 1 35- 21 0.34 L/1009 USE: onCENTER LVL 2.0E 13/4"x 91/2"2 Plies onCENTER@ LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 2 rows of 0.131"x 3112"nails @ 12"o.c.(one row 2"from top,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). 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%+115°/x),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°/x),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). GLECKLER AND SONS BUILDING SUPPLY RICHARD TINGLEY 11/10/2017 2:25 PM 2175 WEST 18TH ST JACKSONVILLE FL 32207 904-356-5440 Doma Sizer'"I @ 2011-2017 BlueLinx Corporation Version:17.0.9.0 Project: 50224-LOT 52 N.ATLANTIC BEACH MemberlD: BM-6-Floor Beam Usage: BEAM Max Deflection: LL=U360 TL=U240 3 1/2" 3 1/2" 1000psi 1000psi I 10'1"(9'9 1/2"Clear) I LOADS Project Design Loads:Floor:Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(f) Live Ld(L) Location' # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info Area(psf) 50.0 40.0 100% 0 0' 1011, 24'o.c.Base Uniform Load(Spcg Sen) 1 Span Carried(psf) 37.0 20.0 125% 0 0' 1011, 232's.c.(Slope:0.0/12) +Wall(plf) 110.0 0 0' 1011, 2 Concentrated(Ibs) 6180.0 3340.5 125% 0 0' Uniform(plf) 14.78 0 0' 1011, 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 9474 3294 Max 100% 403 403 Max 125% 4508 1168 Min Reaction 4562 1723 Min 100% 403 403 Min 125% 4508 1168 DL Reaction 4562 1723 Min Bearing 3.46' 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) 2050 1 0'13/4' 71 13300 125% 0.15 M(ft-lbs) 7313 1 SO 1/2" 71 45525 125% 0.16 LtRn(lbs) 9071 0 0' 41 9188 0.99 See Note 5 RtRn(lbs) 2901 0 10'1" 71 9188 0.32 See Note 5 LI-Defl(") 0.02 1 SO 1/2' 71 0.34 L15318 TLDefi(") 0.06 1 SO 1/2" 71 0.50 U2160 USE: onCENTER LVL 2.0E 13/4"x 16"2 Plies onCENTER@ LVL by BlueL[nx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.131"x 31/2"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 116%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:I0=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=0.61)+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). GLECKLER AND SONS BUILDING SUPPLY RICHARD TINGLEY 11/10/2017 2:25 PM 2175 WEST 18TH ST JACKSONVILLE FL 32207 904-356-5440 Doma SizerTM'@ 2011-2017 BlueLinx Corporation Version:17.0.9.0 Project: 50224-LOT 52 N.ATLANTIC BEACH MemberlD: BM-8-Floor Beam Usage: BEAM Max Deflection: LL=U360 TL=U240 3 1/2" 8" 5 1/2" 1000psi 1000psi L 1000psi 5'111/4" I 9'0 3/4" 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 Area(psf) 50.0 40.0 100% 0 0' 15' 24'o.c.Base Uniform Load(Spcg Sen) 1 Span Carried(psf) 50.0 40.0 100% 0 0' 15' 24'5's.c. 2 Concentrated(Ibs) 4080.0 3264.0 100% 0 13'8" 3 Concentrated(Ibs) 1388.0 1110.4 100% 0 2'13/4" 4 Concentrated(Ibs) 1901.0 1520.8 100% 0 413/4' 3/4' 5 Concentrated(Ibs) 1901.0 1520.8 100% 0 6'13/4' 6 Concentrated(Ibs) 1901.0 1520.8 100% 0 8'13/4' 7 Concentrated(lbs) 3530.0 2824.0 100% 0 9'2 314' 8 Partial(plf) 739.0 591.2 100% 0 10'2 3/4" 15' 9 Concentrated(lbs) 1211.0 968.8 100% 0 0' Uniform(plf) 14.78 0 0' 15' 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. LOAD PATTERNS (*=span loaded) 1 2 1 2 k 3 SUPPORTS(lbs) 1 2 3 Max Reaction 3910 18924 9563 Max 100% 3480 15024 7652 Min Reaction -1426 3900 1686 Min 100% -1856 3719 -225 DL Reaction 430 3900 1911 Uplift 1426 0 0 Min Bearing 1.50" 7.21" 3.64" [Based on bearing stress below] Brg Stress(psi) 750* 750* 750* [*Based on member brg stress] DESIGN Actual Span Location Group Allow LDF Ratio V(Ibs) 8715 2 0-4- 21 10640 100% 0.82 M(ft-Ibs) 16445 2 0' 21 35698 100% 0.46 LtRn(lbs) 3910 0 0' 22 9188 0.43 RtRn(lbs) 9563 0 15' 23 14438 0.66 IntRn(lbs) 18924 0 5111/4"1/4" 21 21000 0.90 LLDefl(") -0.02 1 2'101/2" 23 0.20 U-4057 TLDefl(") -0.02 1 2'10 1/2" 23 0.30 U-3675 LLDefl(") 0.07 2 4'7- 23 0.30 U1504 TLDefl(") 0.09 2 4-7- 23 0.45 U1222 USE: onCENTER LVL 2.0E 13/4"x 16"2 Plies onCENTERO LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.131"x 31/2"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.Allowable negative moment is calculated based on bottom edge laterally unsupported between bearing locations. 4.Analysis valid for dry-use only(less than 16%moisture content). 5.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 6.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). GLECKLER AND SONS BUILDING SUPPLY RICHARD TINGLEY 1111012017 2:25 PM 2175 WEST 18TH ST JACKSONVILLE FL 32207 904-356-5440 Doma Sizer"I©2011-2017 BlueLinx Corporation Version:17.0.9.0 Project: 50224-LOT 52 N.ATLANTIC BEACH MemberlD: BM-8-Floor Beam 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.Provide approved uplift resistance at supports with negative reactions. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.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°/x),100=0.61)+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 12.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). GLECKLER AND SONS BUILDING SUPPLY RICHARD TINGLEY 1111012017 2:25 PM ' 2175 WEST 18TH ST JACKSONVILLE FL 32207 904-356-5440 Doma SizerTm @ 2011-2017 BlueLinx Corporation Version:17.0.9.0 Project: 50224-LOT 52 N.ATLANTIC BEACH MemberlD: BM-9 -Floor Beam Usage: BEAM Max Deflection: LL=U360 TL=U240 3 1/2" 3 1/2" I 4'3 1/2" 1000psi 1000psi I LOADS Project Design Loads:Floor:Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(r) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info Area(psf) 50.0 40.0 100% 0 0' 4'3 1/2 24 o.c.Base Uniform Load(Spcg Sen) 1 Span Carried(psf) 50.0 40.0 100% 0 0' 4'3 1/2" 15'3's.c. Uniform(plf) 14.78 0 0' 4'3 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 (Ibs) 1 2 Max Reaction 1064 1064 Max 100% 826 826 Min Reaction 238 238 Min 100% 826 826 DL Reaction 238 238 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) 331 1 4'13/4' 21 10640 100% 0.03 M(ft-lbs) 1142 1 2'13/4' 21 36420 100% 0.03 LtRn(lbs) 1064 0 0' 21 9188 0.12 RtRn(lbs) 1064 0 4'3 1/2' 21 9188 0.12 LLDefl(") 0.00 1 2'13/4" 21 0.14 U41873 TLDefl(") 0.00 1 213/4"3/4" 21 0.21 U32500 USE: onCENTER LVL 2.0E 13/4"x 16"2 Plies onCENTERO LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.131"x 3112"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.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 6.When required by the building code,a registered design professional or building official should verify the input loads and product application. 7.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 9.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°/x,110=D+Commercial(100°/x),120=D+0.75(100%+160%) 10.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). GLECKLER AND SONS BUILDING SUPPLY RICHARD TINGLEY 1111012017 2:25 PM 2175 WEST 18TH ST JACKSONVILLE FL 32207 904-356-5440 Doma Sizer'"'@ 2011-2017 BlueLinx Corporation Version:17.0.9.0 Project: 50224-LOT 52 N.ATLANTIC BEACH MemberlD: BM-10-Floor Beam Usage: BEAM Max Deflection: LL=U360 TL=U240 3 1/2" 3 1/2" 1000psi 1000psi 13'6 1/2"(133"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 Area(psf) 50.0 40.0 100% 0 0' 13'6 1/2' 24'o.c.Base Uniform Load(Spcg Sen) 1 Concentrated(Ibs) 1064.0 851.2 100% 0 4'11/4' 2 Concentrated(Ibs) 7055.0 5644.0 100% 0 4'1114" Uniform(plf) 14.78 0 0' 13'6 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 (Ibs) 1 2 Max Reaction 6435 3238 Max 100% 5068 2510 Min Reaction 1367 728 Min 100% 5068 2510 DL Reaction 1367 728 Min Bearing 2.45' 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) 6266 1 0'13/4' 21 10640 100% 0,59 M(ft-Ibs) 25446 1 4'11/4" 21 36420 100% 0.70 LtRn(lbs) 6435 0 0' 21 9188 0.70 RtRn(lbs) 3238 0 136 1/2' 21 9188 0.35 LLDefl(") 0.22 1 69 1/4' 21 0.45 Lf741 TLDefl(") 0.28 1 69 1/4' 21 0.68 L1583 USE: onCENTER LVL 2.0E 13/4"x 16"2 Plies onCENTER@ LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.131"x 3112"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.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 6.When required by the building code,a registered design professional or building official should verify the input loads and product application. 7.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 9.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%+1i5%+160%),90=D+0.75(100%+125%+160°/x),100=0.613+160°/x,110=D+Commercial(100°/x),120=D+0.75(100%+160%) 10.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). GLECKLER AND SONS BUILDING SUPPLY RICHARD TINGLEY 11/10/2017 2:25 PM 2175 WEST 18TH ST JACKSONVILLE FL 32207 904-356-5440 Doma SizerTm©2011-2017 BlueLinx Corporation Version:17.0.9.0 Project: 50224-LOT 52 N.ATLANTIC BEACH MemberlD: BM-11-Floor Beam Usage: BEAM Max Deflection: LL=U360 TL=U240 3 1/2" 3 1/2" 1000psi 1000psi 2'7 1/2" 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 Span# Starts Ends Additional Info Area(psf) 50.0 40.0 100% 0 0' 2'7 1/2' 24'o.c.Base Uniform Load(Spcg Sen) 1 Span Carried(psf) 37.0 20.0 125% 0 0' 2'7 1/2' 7's.c.(Slope:0.0/12) +Wall(plf) 220.0 0 0' 2'7 1/2' Uniform(plf) 14.78 0 0' 2'7 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 609 609 Max 100% 105 105 Max 125% 92 92 Min Reaction 412 412 Min 100% 105 105 Min 125% 92 92 DL Reaction 412 412 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) 0 0 0' 0 10640 100% 0.00 M(ft-lbs) 340 1 V 3 3/4' 21 36420 100% 0.01 LtRn(lbs) 560 0 0' 71 9188 0.06 See Note 5 RtRn(Ibs) 560 0 2'7 1/2' 71 9188 0.06 See Note 5 LLDefi(") 0.00 1 V3 3/4' 71 0.09 U315000 TLDefi(") 0.00 1 V3 314' 71 0.13 U165075 USE: onCENTER LVL 2.0E 13/4"x 16"2 Plies onCENTER@ LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.131"x 31/2"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). 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%+115%),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°/x),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). GLECKLER AND SONS BUILDING SUPPLY RICHARD TINGLEY 11/1012017 2:25 PM je 2175 WEST 18TH ST JACKSONVILLE FL 32207 904-356-5440 Doma SizerTm @ 2011-2017 BlueLinx Corporation Version:17.0.9.0 Project: 50224-LOT 52 N.ATLANTIC BEACH MemberlD: BM-12-Floor Beam Usage: BEAM Max Deflection: LL=U360 TL=U240 31/2" 8" 1000psi 1000psi 1 9'8" I 2'10" 1 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 Area(psf) 50.0 40.0 100% 0 0' 12'6' 24'o.c.Base Uniform Load(Spcg Sen) 1 Span Carried(psf) 50.0 40.0 100% 0 0' 918- V8 1/2's.c. 2 Span Carried(psf) 37.0 14.8 125% 0 0' 12'6' 2's.c.(Slope:0.0/12) 3 Span Carried(psf) 50.0 40.0 100% 0 9'8- 12'6' 6'2112's.c. 4 Concentrated(lbs) 609.0 487.2 100% 0 11'81/4' 5 Concentrated(lbs) 1889.0 1511.2 100% 0 0' 6 Concentrated(Ibs) 5362.0 4289.6 100% 0 12'5 112" 7 Span Carded(psf) 50.0 40.0 100% 0 0' 12'6' 31'3 1/2's.c. +Wall(plf) 220.0 0 0' 12'6' 8 Span Carried(psf) 37.0 20.0 125% 0 0' 12'6" 32'2 1/2's.c.(Slope:0.0/12) Uniform(plf) 14.78 0 0' 12'6" 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. LOAD PATTERNS (*=span loaded) 1 2 1 2 3 ' SUPPORTS (Ibs) 1 2 Max Reaction 9912 22500 Max 100% 5088 12390 Max 125% 1628 2723 Min Reaction 1370 7387 Min 100% -1685 3577 Min 125% -140 1094 DL Reaction 3196 7387 Min Bearing 3.16' 7.53" [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) 7801 2 0-4- 21 10640 100% 0.73 M(ft-Ibs) 22494 1 9.8. 21 36420 100% 0.62 LtRn(lbs) 8283 0 0' 22 9188 0.90 See Note 6 IntRn(lbs) 19778 0 9-8- 21 21000 0.94 See Note 6 LLDefl(") -0.07 1 4'8 718' 23 0.32 U-1686 TLDefl(") 0.10 1 4'8 718" 72 0.48 U1172 LLDefl(") 0.14 2 2'10" 23 0.19 2U499 TLDefl(") 0.13 2 2'10' 23 0.28 2U513 USE: onCENTER LVL 2.0E 13/4"x 16"2 Plies onCENTERO LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.131"x 31/2"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.Allowable negative moment is calculated based on bottom edge laterally unsupported between bearing locations. 4.Analysis valid for dry-use only(less than 16%moisture content). 5.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 6.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefnre when reartinn valuoc are reniflmd use May Reartinn frnm'Sunnnrtc'certinn ahnve GLECKLER AND SONS BUILDING SUPPLY RICHARD TINGLEY 1111012017 2:25 PM 2175 WEST 18TH ST JACKSONVILLE FL 32207 904-356-5440 Doma Sizer"I©2011-2017 BlueLinx Corporation Version:17.0.9.0 Project: 50224-LOT 52 N.ATLANTIC BEACH MemberlD: BM42-Floor Beam 7.Bearing.length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 8.When required by the building code,a registered design professional or building official should verify the input loads and product application. 9.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Allowable upward deflection for cantilever is the greater of 0.20"or the cantilever span(inches)multiplied by 2 and divided by the factor shown in Max Deflection(located above beam drawing). 12.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=0.61)+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 13.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). GLECKLER AND SONS BUILDING SUPPLY RICHARD TINGLEY 1111012017 2:25 PM 2175 WEST 18TH ST JACKSONVILLE FL 32207 904-356-5440 Doma SizerTm @ 2011-2017 BlueLinx Corporation Version:17.0.9.0 Project: 50224-LOT 52 N.ATLANTIC BEACH MemberlD: BM-13-Floor Beam Usage: BEAM Max Deflection: LL=U360 TL=L1240 3 1/2" 3 112" 1000psi L 1000psi I 19'0 1/2"(18'9"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 Area(psf) 50.0 40.0 100% 0 0' 19'0 1/2' 24'o.c.Base Uniform Load(Spcg Sen) 1 Span Carried(psf) 37.0 20.0 125% 0 0' 19'0 1/2' 18'3 1/2's.c.(Slope:0.0/12) +Wall(plf) 110.0 0 0' 19'0 1/2' Uniform(pif) 14.78 0 0' 19'0 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 5362 5362 Max 100% 762 762 Max 125% 1742 1742 Min Reaction 2859 2859 Min 100% 762 762 Min 125% 1742 1742 DL Reaction 2859 2859 Min Bearing 1.80' 1.80' [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) 4000 1 0'13/4" 71 13300 125% 0.30 M(ft-lbs) 22546 1 9'6 1/4' 71 45525 125% 0.50 LtRn(lbs) 4736 0 0' 71 9188 0.52 See Note 5 RtRn(lbs) 4736 0 19'0 1/2' 71 9188 0.52 See Note 5 LLDefl(") 0.24 1 9'6 1/4" 71 0.63 U936 TLDefl(") 0.62 1 9'6 1/4' 71 0.95 U371 USE: onCENTER LVL 2.0E 13/4"x 16"2 Plies onCENTER@ LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.131"x 3112"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). 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:I0=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=0.61)+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). • GLECKLER AND SONS BUILDING SUPPLY RICHARD TINGLEY 11/10/2017 2:25 PM 2175 WEST 18TH ST JACKSONVILLE FL 32207 904-356-5440 Doma SizerTm @ 2011-2017 BlueLinx Corporation Version:17.0.9.0 Project: 50224-LOT 52 N.ATLANTIC BEACH MemberlD: BM-14-Floor Beam Usage: BEAM Max Deflection: LL=1-1360 TL=U240 3 1/2" 3 1/2" 1000psi L 1000psi 6'2"(5'101/2"Clear) LOADS Project Design Loads:Floor.Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(r) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info Area(psf) 50.0 40.0 100% 0 0' 6-2- 24'o.c.Base Uniform Load(Spcg Sen) 1 Span Carried(psf) 37.0 20.0 125% 0 0' 6-2- 9'1's.c.(Slope:0.0/12) +Wall(plf) 110.0 0 0' 612N Uniform(plf) 14.78 0 0' 612- 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 1211 1211 Max 100% 247 247 Max 125% 280 280 Min Reaction 684 684 Min 100% 247 247 Min 125% 280 280 DL Reaction 684 684 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) 484 1 60 1/4" 21 10640 100% 0.05 M(ft-lbs) 1435 1 311- 21 36420 100% 0.04 LtRn(lbs) 1080 0 0' 71 9188 0.12 See Note 4 RtRn(lbs) 1080 0 6'2' 71 9188 0.12 See Note 5 LLDefl(") 0.00 1 3-1- 71 0.21 042412 TI-Defl(") 0.00 1 3-1- 71 0.31 015521 USE: onCENTER LVL 2.0E 13/4"x 16"2 Plies onCENTERO LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.131"x 3112"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). 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%+115%),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). GLECKLER AND SONS BUILDING SUPPLY RICHARD TINGLEY 11/10/2017 2:25 PM 2175 WEST 18TH ST JACKSONVILLE FL 32207 904-356-5440 Doma SizerTm @ 2011-2017 BlueLinx Corporation Version:17.0.9.0 Project: 50224-LOT 52 N.ATLANTIC BEACH MemberlD: BM45-Floor Beam Usage: BEAM Max Deflection: LL=U360 TL=1-1240 3 1/2" 3 1/2" 1000psi L 1000psi 19'3 1/2"(19'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 Span# Starts Ends Additional Info Area(psf) 50.0 40.0 100% 0 0' 19'3 1/2' 24"o.c.Base Uniform Load(Spcg Sen) 1 Span Carried(psf) 37.0 14.8 125% 0 0' 15'11/2' 13'6's.c.(Slope:0.0/12) +Wall(plf) 110.0 0 0' 1611/2' 2 Concentrated(Ibs) 1765.0 954.1 125% 0 15'11/2" Uniform(plf) 14.78 0 0' 19'31/2' 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 (Ibs) 1 2 Max Reaction 4797 4624 Max 100% 772 772 Max 125% 1125 1340 Min Reaction 2900 2512 Min 100% 772 772 Min 1251/6 1125 1340 DL Reaction 2900 2512 Min Bearing 1,65" 1.56" [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) 3937 1 19'13/4' 71 13300 125% 0.30 M(ft-Ibs) 17990 1 9'7 3/4" 21 36420 100% 0.49 LtRn(lbs) 4322 0 0' 71 9188 0.47 See Note 5 RtRn(lbs) 4096 0 19'3 1/2' 71 9188 0.45 See Note 5 LLDefl(") 0.21 1 9'7 3/4" 71 0.64 L11090 TLDefl(") 0.61 1 9'7 314" 71 0.96 L1377 USE: onCENTER LVL 2.0E 13/4"x 16"2 Plies onCENTER@ LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.131"x 3112"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). 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%+115%),70=D+0.75(100%+125°/x),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). GLECKLER AND SONS BUILDING SUPPLY RICHARD TINGLEY 1111012017 2:25 PM 2175 WEST 18TH ST JACKSONVILLE FL 32207 904-356-5440 Doma Sizer'"I @ 2011-2017 BlueLinx Corporation Version:17.0.9.0 Project: 50224-LOT 52 N.ATLANTIC BEACH MemberlD: BM-16-Floor Beam Usage: BEAM Max Deflection: LL=U360 TL=1-1240 3 1/2" 3 1/2" 1000psi1000psi I 9'3 1/2"(9'Clear) I r LOADS Project Design Loads:Floor:Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(f) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info Area(psf) 50.0 40.0 100% 0 0' 9'3 1/2" 24"o.c.Base Uniform Load(Spcg Sen) 1 Span Carried(psf) 37.0 20.0 125% 0 0' 9'3 112" 9'10"s.c.(Slope:0.0/12) +Wall(plf) 110.0 0 0' 9'3 1/2" 2 Concentrated(Ibs) 2775.0 1500.0 125% 0 0' Uniform(plf) 14.78 0 0' 9'3 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 (Ibs) 1 2 Max Reaction 4664 1889 Max 100% 372 372 Max 125% 1957 457 Min Reaction 2336 1061 Min 100% 372 372 Min 1251/6 1957 457 DL Reaction 2336 1061 Min Bearing 1.64' 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) 976 1 9'13/4" 21 10640 100% 0.09 M(ft-Ibs) 3328 1 4'7 3/4' 21 36420 100% 0.09 LtRn(lbs) 4293 0 0' 41 9188 0.47 See Note 5 RtRn(lbs) 1682 0 9'3 1/2n 71 9188 0.18 See Note 5 LLDefl(") 0.01 1 4'7 3/4" 71 0.31 U11877 TLDefl(") 0.03 1 4'7 3/4" 71 0.46 U4387 USE: onCENTER LVL 2.0E 13/4"x 16"2 Plies onCENTERO LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.131"x 3112"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). 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%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160°/x),100=0.613+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). GLECKLER AND SONS BUILDING SUPPLY RICHARD TINGLEY 1111012017 2:25 PM j 2175 WEST 18TH ST JACKSONVILLE FL 32207 904,356-5440 Doma SizerTm©2011-2017 BlueLinx Corporation Version:17.0.9.0 Project: 50224-LOT 52 N.ATLANTIC BEACH MemberID: BM-17-Floor Beam Usage: BEAM Max Deflection: LL=L1360 TL=1-1240 3 1/2" 3 1/2" 1000psi 1000psi I 9'1"(8'9 1/2"Clear) I LOADS Project Design Loads:Floor:Live=40.0 psf,Dead=10.0 psf Applied Live+Dead Ld(f) Live Ld(L) Location* # Shape To: @Start @End @Start @End LDF Span# Starts Ends Additional Info Area(psf) 50.0 40.0 100% 0 0' 911. 24'o.c.Base Uniform Load(Spcg Sen) 1 Span Carried(psf) 50.0 40.0 100% 0 0' 9'1' 22's.c. 2 Concentrated(lbs) 4200.0 3360.0 100% 0 8'8 314' Uniform(plf) 14.78 0 0' 911, 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 3183 7055 Max 100% 2493 5591 Min Reaction 690 1465 Min 100% 2493 5591 DL Reaction 690 1465 Min Bearing 1.50' 2.69" [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) 3002 1 8'111/4" 21 10640 100% 0.28 M(ft-lbs) 7600 1 4'6 1/2' 21 36420 100% 0.21 LtRn(lbs) 3183 0 0' 21 9188 0.35 RtRn(lbs) 7055 0 911. 21 9188 0.77 LLDefl(") 0.04 1 4'6 1/2' 21 0.30 02886 TLDefl(") 0.05 1 4'6 1/2' 21 0.45 L12264 USE: onCENTER LVL 2.0E 13/4"x 16" 2 Plies onCENTERO LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.131"x 3112"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.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 6.When required by the building code,a registered design professional or building official should verify the input loads and product application. 7.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 9.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=0.61)+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 10.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). • GLECKLER AND SONS BUILDING SUPPLY RICHARD TINGLEY 11/10/2017 2:25 PM 2175 WEST 18TH ST JACKSONVILLE FL 32207 904-356-5440 Doma Sizer'"'@ 2011-2017 BlueLinx Corporation Version:17.0.9.0 Project: 50224-LOT 52 N.ATLANTIC BEACH MemberlD: BM-18 Usage: BEAM Max Deflection: LL=U480 TL=U240 3 1/2" 3 1/2" 565psi 565psi 15'2 1/2"(14'11"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' 10'6' 6's.c. 2 Concentrated(Ibs) 652.0 352.4 125% 0 12'4' 3 Concentrated(Ibs) 226.0 180.8 100% 0 14'4" 4 Span Carried(psf) 37.0. 20.0 125% 0 0' 162 1/2' 14'8's.c.(Slope:'0.0/12) +Wall(plf) 110.0 0 0' 162 1/2' Uniform(plf) 10.4 0 0' 15'2 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(Ibs) 1 2 Max Reaction 4146 4264 Max 100% 835 605 Max 125% 1182 1401 Min Reaction 2129 2258 Min 100% 835 605 Min 125% 1182 1401 DL Reaction 2129 2258 Min Bearing 1.84' 1.90' [Based on bearing stress below] Brg Stress(psi) 565 565 DESIGN Actual Span Location Group Allow LDF Ratio V(Ibs) 3341 1 ISO 3/4' 71 9353 125% 0.36 M(ft-Ibs) 13960 1 T7 1/4' 71 24033 125% 0.58 LtRn(lbs) 3642 0 0' 71 6921 0.53 See Note 5 RtRn(lbs) 3763 0 15'2 1/2" 71 6921 0.54 See Note 5 LLDefl(") 0.29 1 T7 1/4' 71 0.38 L1636 TLDefl(") 0.70 1 T7 1/4' 71 0.76 U260 USE: onCENTER LVL 2.0E 13/4" x 111/4"2 Plies onCENTERO LVL by BlueLinx Grade selected by user Connect plies together with 2 rows of 0.131"x 31/2"nails @ 12"o.c.(one row 2"from top,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). 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:I0=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=0.61)+160%,110=D+Commercial(100°/x),120=D+0.75(100%+160°/x) 11.Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). GLECKLER AND SONS BUILDING SUPPLY RICHARD TINGLEY 11/10/2017 2:25 PM 2175 WEST 18TH ST JACKSONVILLE FL 32207 904-356-5440 Doma Sizer"I©2011-2017 BlueLinx Corporation Version:17.0.9.0 Project: 50224-LOT 52 N.ATLANTIC BEACH MembedD: BM-19 Usage: BEAM (Roof) Repetitive Incr: Yes Max Deflection: LL=1-1240 TL=U180 Slope: 0/12 3 1/2" 3 1/2" 565psi L 565psi 13'6"(13'21/2"Clear) LOADS Project Design Loads:Roof:Live=30.0 psf,Dead=15.0 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) 37.0 20.0 125% 0 0' 13'6' 18'3 1/2"s.c.(Slope:0.0/12) Uniform(plf) 12.81 0 0' 136' 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 2371 2371 Max 125% 1235 1235 Min Reaction 1136 1136 Min 125% 1235 1235 DL Reaction 1136 1136 Min Bearing 1.50' 1.50' [Based on bearing stress below] Brg Stress(psi) 565 565 DESIGN Actual Span Location Group Allow LDF Ratio V(Ibs) 2049 1 0'13/4' 41 11535 125% 0.18 M(ft-lbs) 8001 1 6-9- 41 25976 125% 0.31 LtRn(lbs) 2371 0 0' 41 10382 0.23 RtRn(lbs) 2371 0 13'6" 41 10382 0.23 LLDefl(") 0.20 1 6'9' 41 0.68 U821 TLDefl(") 0.38 1 6-9- 41 0.90 U427 USE: onCENTER LVL 2.0E 13/4"x 91/4"3 Plies onCENTERO LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 2 rows of 0.131"x 31/2"nails @ 12"o.c.(one row 2"from top,one row 2"from bottom).Specified attachment is from each face.Offset fasteners on the back face so they are halfway between fasteners on the front face. 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.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 6.Roof Usage:Install with minimum 114:12 slope for adequate drainage. 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.Design assumes a 41/6 increase in bending stress for repetitive member use. 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=0.613+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). 3r�1 F too Alpine, an ITW Company 2400 Lake Orange Dr.,Suite 150 0 F��C E COPY �� Orlando, 0 32837 ALPINE P I�, !C Phone:(800}765 6001 LI"" lANMVMv&C alpineitw.com Site Information: Customer. Gleckler'&Sons Building Supply Job Number,, 502248 JobDescription: U52 N.ATLANTIC BEACH DUVALCTY Address: I City,State,Zip: ATLANTIC BEACH,FL Name,Address and License#of Structural EOR if one exists for the building: Name: LUIS PONTIGO 53311 License A LUIS PONTIGO 53311 State: Address 496 OSCEOLA AVE JACKSONVILLE,FL 32250 City,State,Zip: Job Engineering Criteria: Design Code: FBC 2010 RES View Version: 17.01.00.0525.17 JRef#: 1 W 5T93530015 Wind Standard: NA Wind Speed(mph): N/A Roof Load(pso: None Floor Load(pso: 40.00-10.00-0.00- 5.00 This package contains a job notes page, 31 truss drawings and 4 details. Item Seal# Truss Item Seal# Truss 1 314,17.1519.44817 F26 2 314.17.1519.48717 F27 3 314.17.1520.02133 F28 4 314.17.1520.05917 F30 5 314.17.1520.09400 F29 6 314.17.1520.15150 F31 7 314.17.1520.19613 F32 8 314.17.1520:23057 F33 9 314.17.1520.26110 F34 10 314.17.1520.29943 F35 11 314.17.1520.33510 F36 12 314.17.1520.36600 F87 13 314.17.1520.40033 F38 14 314.17.1520.43193 F39 15 314.17.1520.4665.7 F41 16 314.17.1520.54013 F42 17 314.17.1520.57110 F43 18 314.17.1521.16797 A45 19 314.17.1521.22503 A46 20 314.17.1521.26387 A47 21 314.17.1521.29990 A48 22 314.17.1521.34627 B49 2-PLY 23 314.17.1521.38053 B50 24 314.17.1521.41350 B51 25 314.17.1522.15757 C52 26 314.17.1522.19680 C53 27 314.17.1522.25093 C54 2-PLY 28 314.17.1522.30410 D55 29 314.17.1522.34160 D56 30 314.17.1522.44093 E57 31 314.17.1522.48403 E58 7e�irurt�n `,f4 LOU P0r>:fis�acic�fies Inc. -F % CortmiNcs Sbuckxa9 Engineers • ^ I� W0110 MAKE CORRECTIONS NOTES) � m -S El REVISE'&RESUBMIT $� o. 648 P QW%Orw hs firCrr Me flmirilt:iidl m 231f checking for conformance (4m4rii cz=-ax ,tt add tpe infotnicition expressed In the y �y a r r` 'sc t 2a u:•k� ttS ,€:��,3�pp: t�m�s imps—ed for the cscC�.srac y Cry i; f � pw !►TE dirnerision5 ve ht5 or c&,Us action meariL of inethods- c_1uffu 4w3fi9l!Gn og vZz o&k%FM cNiler ifcldE's or construc!lon safety _ t precoubam.49 c!..i" cre Sue sale responsibility of the Cre-_""Xz.lbw its nasponsible for dirrien;sions to be - y' l,� J[!liir2 {t66ti C sx* `'2:e... '>:;&Ia d 4at Me site.Review of a specific item . - - 'fhrs document has been electronically signed andrinted s dcA �a iL 'v;}Q e;ire assembly of which the wp eealeduutanosing a rigital signature ustbe _.` wpie�wi�autanoriginals�gnaturemustbe dem is a C gr ?� .Rvwe'dd�ie-submisslon WtII covet only verified usingthe original electronieversion. dC-rC -.d cftms cn 2ve suiomiftal and other changes clearly 1' 1`012017 Florida Certificate of Product Approvg1199rR� _ Printed 11/10/2017.3:34:03 PM .. Job Number: 502248 Ply: 1 SEAN:687264 /T15 SY42 Cust:R9353 JRef: 1W5T93530015 Lt52 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1519.44817 Truss Label: F26 JB / DF 11/10/2017 1'4"1 1819"8 1'4"1 17'4"12 1�� 1'3"4 (TYP) 3X3 =3X4 A 0 T 3�'8 P AD AC Q 3X3 =3X3 1 g'g"g 18'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Prin I Defl/CSI Criteria ♦Maximum Reactions(lbs),or•=PLF Til 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 0 999 360 AD 54 /- /- /- /- /5.5 BOLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 0 999 240 p- 109 /- /- /- /- /219 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 P - - AD Min Brg Width Req= 1.5 Des Ld: 55.00 EXP.NA HORZ(TL):-0.000 P P Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings AD&AD are a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Cade: FBC 2010 RES Max TC CSI: 0.108 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.022 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.033 Loc.from endwall:NA FT/RT:20(0)/5(2) I:NA Gl 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"13B"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 120 0.25 18.79f�7ly BC 120 0.25 18.54 Apply purlins to any chords above or below fillers , at 24"OC unless shown otherwise above. �� .�''• ••'•. 'r/ Additional Notes •� •• j S; �• • �1 See detail STRBRIBR1014 for bracing and bridging � e • recommendations. • Q, 648 • a Truss must be installed as shown with top chord up. i • � .® ATE �;r�� a 0,o,,L ORVQ---*`� #027s7''-' /ONAIL �ttt "W101100 iiiioi20i —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 safPety 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 allachetl ri id ceilin Locations shown for permanent 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 Details, unless noted otherwise. F�efer 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 ,vu vmn,,,mv truss in conformance with ANSIrTPI 1,or for handl%shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange rrW listing this drawincl indicates acceptance of ro esslona englneerin responsrbilitv solei for the design shown. The sui Qabttlty and use of this drawing for any structure is the responsibility of the Tuilding Designer perYANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t instar ;Si www.sbcindus .com;ICC:www.iccsafe.org Orlando FL,32837 r Job Number: 502248 Ply: 1 SEAN:687265 /T4 SY42 Cust:R9353 JRef: 1W5T93530015 L152 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1519.48717 Truss Label: F27 JB / DF 11/10/2017 3'5"12 87"12 107"12 15'9"4 19'3" O� 3'5"12 5'2" 2' + 5'1"8 '1 3'5"12 _O 2'6"�6'"� 2,4„4-al f� -2'3"12-a{ �I (TYP) =4X6 =4X4 4X8 =3X4 =3X3 =3X3 =3X3 =4X6[1765 =5X5 A B C D E F G H 6I J V U T S R Q P O N M L =4X6 =4X6[5] =4X4[7] =3X3[9] =3X3 =3X4 =5X6[18] =5X6[20] 19'3" 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): 0.316 Q 712 360 W 1117 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.573 Q 392 240 L 1388 /- /- /- /- /3.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.045 M - - W Min Big Width Req= 1.5 EXP:NA Des Ld: 55.00 HORZ(TL): 0.081 M L Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearings W&L are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.976 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.812 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.859 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): A-13 0 -1016 F-G 0 -4421 Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.17 B-C 0 -2455 G-H 0 -3776 Lumber Deflection C-D 0 -3222 H-1 0 -3135 D-E 0 -4174 I-J 0 -1296 Value Set:13B(Effective 6/1/2013) Max JT VERT DEFL:LL:0.32"DL:0.32".See detail E-F 0 -4511 Top chord 4x2 SP SS Dense DEFLCAMB1014 for camber recommendations. Bot chord 4x2SS Dense Webs 4x2 SP#33 Additional Notes Maximum Bot Chord Forces Per Ply(Ibs)Lumber value set"138"uses design values +2x6 continuous strongback.See detail Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC STRBRIBR1014 for bracing and bridging V-U 2025 0 Q-P 4515 0 recommendations. U-T 2534 0 P-0 4243 0 Special Loads Truss must be installed as shown with top chord up. T-S 3823 0 O-N 3238 0 -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) S-R 4506 0 N-M 2582 0 TC-From 100 plf at 0.13 to 100 plf at 19.13 R-Q 4511 0 BC-From 10 plf at 0.00 to 10 plf at 19.25 TC- 413 Ib Conc.Load at 15.77 Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 2X4 except as noted. Ftj A-W 0-1047 F-P 239 -448 Plate Shift Table A-V 1415 0 P-G 409 -9 ■'� J AI V- 0-1403 G-O 0 -649 JT Plate Lateral Chord JT Plate Lateral Chord fl�s••••■ `•pV-13'(� B-U 890 0 O-H 716 0 No Size Shift Bite No Size Shift Bite �• •• U-C 0 -766 H-N 0 -996 [5] W4X6 4.25 R 1.25 [7] W4X4 2.25 L 1.25 C-T 916 0 N-I 1145 0 [9] W3X3 1.75 L 1.25 [17] W4X6 4.25 R 1.25 ' �p T-D 0 -835 I-M 0 -1789 [18] W5X6 4.25 L 1.25 [20] W5X6 3.50 R 1.25 a. 648 � D-S 617 0 M-J 1804 0 Purlins ; �.a S-E 0 -754 J-L 0 -1304 • In lieu of structural panels or rigid ceiling use purlins e + to laterally brace chords as follows: :• ATE ••'Q` Chord Spacing(in oc) Start(ft) End(ft) %, P .••. F ®••�� C TC 77 0.25 19.00 BC 120 0.25 19.00 -�i , °•.��OR,O.•'[ Apply purlins to any chords above or below fillers �i��sp,ONA��w\V at 24' OC unless shown otherwise above. 40 278'�t�<y/y,,- N "�14tlNl�INitWl� 11/10/2017 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r saiPety 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 ceiIm Locations shown for permanent lateral restraint of webs shall have bracm installed per BCSI sections B3,B7 or 810, as applicable. Apply Oates to each face oftruss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,W mF,,,u,,. truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover pa e.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessronar engineering responsibility solely for the design shown. The suit9ability and use of this yawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t instor;SBCA:www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32837 Joy Number: 502248 Ply: 1 SEQN:825098 !T16 SY42 Cust:R9353 JRef: 1W5T93530015 LY52 N.ATLANTIC BEACH DUVAL CTY Qty: 5 FROM:RCT DrwNo: 314.17.1520.02133 Truss Label: F28 JB / DF 11/10/2017 23'10' 8'7"12 107"12 20'5"8 22'5"8 1'5" 8'7"12 2' 9'912 2' �--2'6"--{ 8 2'6"12�{ (TYP) I—2'6"12--{--2'6"12—I F' -I I--2'6"12--f—2'612 W=3X4 4X4[1] =4X4 =3X6 =3X3 1113X3 =3X6 =4X6 =4X6123] =3X3 A B C D E F G H I J R L M N T 3=a v 1 kE AD AC AB AA Z Y X W V U T = S= R Q P 4X6 3 =4X6 3X3 =3X4 W=HO310 19112 4'812 j- 23'10"8 - Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.293 E 773 360 AE 1021 /- !- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.468 E 484 240 S 1475 /- /- !- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.042 B - - P 215 /76 /- /- !- /3.0 EXP:NA HORZ 0.068 B AE Min Br Width Re 1.5 Mean Hi Des Ld: 55.00 Height:NA ft �L)� g q NCBCLL:10.00 TCDL: psf Code/Misc Criteria Creep Factor:1.5 S Min Brg Width Req= 1.5 Soffit: 0.00BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.980 P Min Brg Width Req= 1.5 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.479 Bearings AE,S,&P are a rigid surface. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.635 Members not listed have forces less than 375# Lac.from endwall:NA FT/RT:12(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) 1:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE,HS VIEW Ver:17.01.00E.0525.16 A-13 0 -923 F-G 0 -3749 Lumber Additional Notes B-C 0-2456 G-H 0 -3262 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail C-D 0 -3418 H-1 0 -3262 Top chord 4x2 SP SS Dense:T2 4x2 SP#2: STRBRIBR1014 for bracing and bridging D-E 0-3753 I-J 0 -2173 Bot chord 42 SP SS Dense recommendations. E-F 0 -3757 J-K 0 -521 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Lumber value set 1313"uses design values Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Plating Notes AD-AC 1835 0 X-W 3635 0 All plates are 2X4 except as noted. AC-AB 3073 0 W-V 2860 0 AB-AA 3073 0 V-U 2860 0 Plate Shift Table AA-Z 3710 0 U-T 1482 0 JT Plate Lateral Chord JT Plate Lateral Chord Z-Y 3710 0 T-S 0 -522 No Size Shift Bite No Size Shift Bite Y-X 3757 0 S-R 0 -522 [1] W4X4 1.25 L 1.25 [20] W4X4 2.25 R 1.25 [23] W4X6 1.75 R 1.25 �+tfttlMWINIJ% Maximum Web Forces Per Ply(Ibs) Purlins ! ��4 Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins `+7++++� I ',+•YJ'!/ A-AE 0 -956 X-G 595 -150 to laterally brace chords as follows: +� Sf►�O A-AD 1285 0 G-W 0 -540 Chord Spacing(in oc) Start(ft) End(ft) + AD-B 0 -1268 W-1 552 0 TC 80 0.25 23.63 648 A s B-AC 864 0 I-U 0 -942 64 BC 120 0.25 23.62 • Q, 8 s AC-C 0 -840 U-J 970 0 Apply purlins to any chords above or below fillers : C-AA 468 0 J-T 0 -1341 at 24"OC unless shown otherwise above. 1 . $ 7f • AA-D 0 -461 T-K 1333 0 Deflection z : ATE y D-Y 489 -262 K-S 0 -1444 y+® + • F-X 66 -381 K-R 558 0 Max JT VERT DEFL:LL:0.29"DL:0.20".See detail % A ��CV 3� DEFLCAMB1014 for camber recommendations. * OR`O+`+-++`�A��. I�� +.++1s•++++ 40 278"114,s,/ONAL 11/10/2017 "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 ceilin Locations shown for_permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face.otruss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MRWCO,,,,,,r,,. truss in conformance with ANSI[TPI 1,or for handl%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 t5o and use of this drawing for any structure is fhe responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. Far more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or ;SBCA: www.sbcindus .com;ICC: www.iccsafe.org Orlando FL,32837 Joh Number. 502246 Ply: 1 SEAN:687269 /T6 SY42 Cust:R9353 JRef: 1W5T93530015 ff52 N.ATLANTIC BEACH DUVAL CTY Qty: 3 FROM:RCT DrwNo: 314.17.1520.05917 Truss Label: F30 JB / DF 11/10/2017 9'10"4 11'10"4 21'8" 9'10"4 2' 9'9"12 2,6„ 2'6"12 3"1 (TYP) f 1 f—2,6"12 2,6"12---j -1'9"8 1'9„12 2,6"12�{ W=3X4 =W=3X4 =6X6 =5X6 =5X6 1114X4 1113X4 1113X4 1114X4[19] =5X6 =5X6 =6X6127] AB C D E F G H I J K MM a• 1 M i i T �I AB AA Z Y X W V U T S R Q P 0 N 5X6[4] =4X6 =3X4 =3X3 =3X3[18] =3X4 =4X6 =4X6[26] W=H0310 21'8" "12 21'8” 12 21'4"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.440 U 580 360 A 1183 /- /- /- /- /3.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.686 U 372 240 N 1197 - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.055 AB - - A Min Brg Width Req= 1.5 EXP:NA HORZ 0 086 AB N Min Br Width Re Des Ld: 55.00 Mean Height:NA ft �L) g q NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearing A is a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.983 Load Duration:1.00MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.645 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.807 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:12(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0 -1230 H-1 0 -5259 Wind Duration:NA WAVE,HS VIEW Ver:17.01.00E.0525.17 C-D 0 -3245 I-J 0 -4508 Lumber Additional Notes D-E 0-4571 J-K 0 -4508 E-F 0 -4571 K-L 0 -3121 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail F-G 0 -5283 L-M 0 -1151 Top chord 42 SP#2 STRBRIBRIO14 for bracing and bridging G-H 0 -5372 Bot chord 42 SP SS Dense recommendations. Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"136"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 byALSC AA-Z 2470 0 U-T 5372 0 Plating Notes Z-Y 4035 0 T-S 5371 0 All plates are 2X4 except as noted. Y-X 4035 0 S-R 4999 0 X-W 5051 0 R-Q 3958 0 Plate Shift Table W-V 5051 0 Q-P 3958 0 JT Plate Lateral Chord JT Plate Lateral Chord V-U 5372 0 P-0 2285 0 No Size Shift Bite No Size Shift Bite [4] W5X6 3.50 L 1.25 [18] W3X3 1.75 R 1.25 Maximum Web Forces Per Ply(Ibs) [19] W4X4 1.75 R 2.75 [26] W4X6 3.50 R 1.25Webs Tens.Comp. Webs Tens. Comp. [27] W6X6 2.75 R 2.75 ��5° �•� B-AA 1696 0 S-1 598 -1 Purlins �� °`°�� y AA-C 0 -1681 I-R 0 -666 In lieu of structural panels or rigid ceiling use purlins �� SF�° C-Z 1051 0 R-K 730 0 to laterally brace chords as follows: Z-D 0 -1049 K-P 0 -1111 Chord Spacing(in oc) Start(ft) End(ft) .� D-X 711 0 P-L 1135 0 TC 91 -0.31 21.35 ` ° �, 648 s X-F 0 -650 L-0 0 -1538 BC 120 0.00 21.10 i F-V 577 -29 O-M 1551 0 Apply purlins to any chords above or below fillers $ V-G 222 -579 at 24' OC unless shown otherwise above. o ° $� M-N 0 -1220 H-S 188 -606 ATE �7 Hangers/Ties (J)Hanger Support Required,by others �.�P��*.� Deflection � •��'�••��• �` �$r Ga Max JT VERT DEFL:LL:0.44"DL:0.30".See detail #0 278��Ss�oNAIL DEFLCAMB1014 for camber recommendations. W►t+la1111 11/10/2017 "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r sa ety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proerly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bractriinslalled per BCSI sections B3,B7 or 910, as applicable. AppT4y Oates to each face oftruss and 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 BuildincLComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MrrWCO AW truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essrona engineering responsibility solely for the design shown. The sui abtltty and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.or:SBCA:www.sbcindust .com;ICC:www.icrsafe.org Orlando FL,32837 Job Number: 50224B Ply: 1 SEAN:687270 /T18 SY42 Cust:R9353 JRef: 1W5T93530015 LY52 N.ATLANTIC BEACH DUVAL CTY Qty: 3 FROM:RCT DrwNo: 314.17.1520.09400 Truss Label: F29 JB / DF 11/10/2017 9'10"4 11'10"4 21'8" 9'10"4 2' 9'9"12 2'5"12 1'9"12—{ 27"8 2'6"12—+-1'9"8 2'6" 2'612 1 2'6"12�{ (TYP) =6X6 =4X8 =3X6[71 XS 1113F86XG 1113X6 1113X4 —_4X6 5X6 =5X6[25] 1115X6 _T AB C D E T TBAA 3" + :7 s"s } AB =4X8[ V U 0N ] =4X6[6] Y =3X3 =3X3 =3X3[18] =-3X4[2020 0 =4X6 =5X5 =_1/t(Hb310 21'8" 3'4 21'8" i 33''4 21'4"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R 1U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.472 U 540 360 A 1183 /- /- /- /- /3.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.737 U 346 240 N 1198 - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.049 AB - - A Min Brg Width Req= 1.5 EXP: HORZ L 0 076 AB N Min Br Width Re Des Ld: 55.00 Mean Height:NA ft � )� � g q NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearing A is a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 1.000 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.635 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.981 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. l:NA GCpi:NA Plate Type(s): B-C 0 -1737 G-H 0 -5397 Wind Duration:NA WAVE,HS VIEW Ver:17.01.00E.0525.17 C-D 0 -4468 H-1 0 -5353 Lumber Additional Notes D-E 0 -5621 1-1 0 -5097 E-F 0 -4535 J-K 0 -4211 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail E-F 0 -1115 K-L 0 -2643 Top chord 4x2 SP SS Dense:T5 4x2 SP#2: STRBRIBRI O14 for bracing and bridging F-G 0 -4339 L-M 0 -515 Bot chord 4x2 SP SS Dense recommendations. F-G 0 -1066 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Lumber value set"l 3B"uses design values Maximum Bot Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Plating Notes AA-Z 3267 0 U-T 5355 0 All plates are 2X4 except as noted. Z-Y 5612 0 T-S 4793 0 Y-X 5612 0 S-R 3567 0 Plate Shift Table X-W 5564 0 R-Q 3567 0 JT Plate Lateral Chord JT Plate Lateral Chord W-V 5348 0 Q-P 3567 0 No Size Shift Bite No Size Shift Bite V-U 5353 0 P-0 1714 0 [41 W4X8 4.50 L 1.25 [6] W4X6 3.25 L 1.25 [20] W3X4 2.50 R 1.25 W3X6 2.50 L 1.25 [25 ] W5X6 2.75 R 2.75 W3X3 1.75 R 1.25 �� ►w,��y� Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins �v'+••�� ••••�/ B-AA 2060 0 J-S 0 -790 In lieu of structural panels or rigid ceiling use purlins +; �' AA-C 0 -1869 S-K 854 0 to laterally brace chords as follows: . + C-Z 1422 0 K-P 0 -1227 Chord Spacing(in oc) Start(ft) End(ft) ti Z-D 0 -1356 P-L 1260 0 TC 103 8.52 21.40 • Q, � F-W 282 -466 L-O 0 -1627 BC 120 0.00 21.15 e . W-H 467 -373 O-M 1201 0 Apply purlins to any chords above or below fillers $ • I-T 79 -644 M-N 0 -1101 at 24' OC unless shown otherwise above. e T-J 588 0 • 0 Hangers/Ties z.� ; ATE +�•� (J)Hanger Support Required,by others 6.�,,��/�P++++��OR�OP++•`fit��9 Deflection �C ••''+�•''�• .� Max JT VERT DEFL:LL:0.47"DL:0.32".See detail #0 27i""'%A /ONAL DEFLCAMB1014 for camber recommendations. "�Uh/t;�lutl 1►�� 11/10/2017 "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 proerly attached ri id ceiling Locations shown for-permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicabgle. 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 Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the MMVCO~ truss in conformance with ANSI 1,or for handli4 shipping,installation and bracing of trussesA seal on this drawing or cover pacle,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessronar engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is p e responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t instor;SBCA:www.sbcindust .com;ICC: w. Jccsafe.org Orlando FL,32837 Jop Number: 50224B Ply: 1 SEAN:687271 /T3 SY42 Cust:R9353 JRef: 1W5T93530015 Lf52 N.ATLANTIC BEACH DUVAL CTY Qty: 9 FROM:RCT DrwNo: 314.17.1520.15150 Truss Label: F31 JB / OF 11/10/2017 147-831-3"31'3" 14'7"8 2' t' 147"8 , 2,6„ 2'6"12 3'(112 (TYP) �--2'6"12-{-2'6"12-]-2'6"12-}--2'6"12-{ �5 4-{ [- 2'612----2'6"12 +-2'6"12 -{ 1113X4117 =5X5 =5X5 =5X5 =5X6 =W=3X4 14X6 4X6 =W=3X N -5X06 =5XP5 -2XX4 AB C D E F G H I J K L ss 1 I AM AL AK AJ All AH AG AF AE AD=AC AB AA Z Y X W V U T S 5X5[4] =5X5 1114X6rr9 1112X6 1113X4 -5X6 =5X6 113X4 1112X6 1114X6[31 =5X5 =5X5[36 1112X6 =W=bX6 =W=H0310 =W=3X6 12X6 X4[38] 31'3" 3§'.12 13'3" 21'3" 31'3" 3'12 12'11'A 8' 10' Loading Criteria(psq 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): 0.698 1 530 360 A 855 /- /- /- /- /3.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 1.091 1 339 240 S 856 /- /- /- /- /5.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.066 AM - A Min Brg Width Req= 1.5 EXP'NA He HORZ L 0 103 AM S Min Br Width Re = 1.5 Des Ld: 55.00 Mean Height:NA ft � )� � g q NCBCLL:10.00 g Code/Misc Criteria Creep Factor:1.5 Bearings A&S are a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA sf Bldg Code: FBC 2010 RES Max TC CSI: 0.997 p Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.824 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Spacing:12.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.623 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): B-C 0 -975 J-K 0 -5987 Wind Duration:NA WAVE,HS VIEW Ver:17.01.00E.0525.17 C-D 0-2667 K-L 0 -5607 Lumber Additional Notes D-E 0-4001 L-M 0 -5607 E-F 0-4973 M-N 0 -4917 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail F-G 0-5640 N-0 0 -3929 Top chord 4x2 SP SS Dense:T2,T4 4x2 SP#2: STRBRIBR1014 for bracing and bridging G-H 0-5640 O-P 0 -2559 Bot chord 4x2 SP#2 recommendations. H-1 0-5987 P-Q 0 -909 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. 1-1 0-5992 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 4X4 except as noted. AL-AK 1963 0 AC-AB 5992 0 AK-AJ 3395 0 AB-AA 5843 0 Plate Shift Table AJ-AI 3395 0 AA-Z 5339 0 JT Plate Lateral Chord JT Plate Lateral Chord AI-AH 4563 0 Z-Y 5339 0 No Size Shift Bite No Size Shift Bite AH-AG 4563 0 Y-X 5339 0 [4] W5X5 3.00 L 2.75 [91 W4X6 2.25 L 2.75ImuNQgj,. AG-AF 5382 0 X-W 4496 0 [17] W3X4 1.25 L 2.75 [31] W4X6 2.25 R 2.75 Fr nj� AF-AE 5382 0 W-V 3316 0 [36] W5X5 3.00 R 2.75 [38] W2X4 S 2.50 AE-AD 5866 0 V-U 3316 0 Purlins •��•• • ••••��// AD-AC 5866 0 U-T 1813 0 In lieu of structural panels or rigid ceiling use purlins Q • s�••� to laterally brace chords as follows: . b Maximum Web Forces Per Ply(lbs) 0. V Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. . V TC 103 -0.31 30.69 • • • B-AL 1309 0 K-AA 0 -375 BC 120 0.00 30.69 = : • Apply purlins to any chords above or below fillers $ 3 AL-C 0 -1308 M-X 0 547 at 24' OC unless shown otherwise above. o ATE •� C-AK 931 0 X-N 557 0 • • d°�. AK-D 0 -945 N-W 0 -751 Deflection •� D-Al 785 0 W-0 794 0 Max JT VERT DEFL:LL:0.70"DL:0.44".See detail ��•' ��QR`0;•• �� AI-E 0 -745 O-U 0 982 y , DEFLCAMB1014 for camber recommendations. W'�4 �nA•'►nap,��..••[•�• � `Z° E-AG 542 0 U-P 987 0 y��115% V�u 1�[AL " �" H AC 513 -232 T-Q 1196 1190 #0 278 � Uttliwtull, � AB-K 531 -216 Q-S 0 -823 11/10/2017 -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)toy 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! id ceilin installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face otPtruss 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 BuildincL Components Group Inc. ,r�,,,, shall not be responsible for any deviation from this drawing,apy failure to build the ANrT ,,W truss in conformance with ANSI/TPI 1,or for handlin4,shipping,installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawin indicates acceptance of proTesstonaf engineering responsibility solely for the design shown. The sui ability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI fPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.or;SBCA:w .sbdndus .com;ICC:w Jccsafe.org Orlando FL,32837 Jop Number: 50224B Ply: 1 SEAN:687272 /T17 SY42 Cust:R9353 JRef: 1W5T93530015 Lf52 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1520.19613 Truss Label: F32 JB / DF 11/10/2017 31'3" 5'S"8 5'5"8 223'9"8 2,6„� �2,6„12 3"12 ITYP.I 1'312 Ti?" '— � [—2'6"4--] � I--2'612—[—2'612--}—2'612—}—2'612—{—2'6"12—{ 1114X41181 1113X4[16 =W=3X4 =4X4 =4X4 1113X4 1112X61113X4 1113X4 1113X4 =3X4=4X6 11131X4 =4X4 1113X04 =4XX4 1113QX4 =2X4 AB C D E F G H I J KL 1 AO AN AM AL AK AJ At AH AG AF AE AD_AC AB AA Z Y X W V U T =4X4 =4X4 1112X6 1112X6=W=3X4 =4X4 1113X4 1114X6 1112X6-4X4 3X4 1112X6 1113X4 1112X6 1113X4 1113X4[40) 1113X4 =W=3X4 =W=3X4 =4X4 1113X4 127" 18'8" 31'3" "12 15'3" 21'3" 31'3" 12 14'11"4 6' 10' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.094Y 999 360 A 305 /- /- /- /- /3.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.162 Y 999 240 AG 1013 /- /- /- /- /8.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.010 R - - T 458 /- /- /- /- /5.0 EXP:NA HORZ L 0 017 R A Min Br Width Re 1.5 Des Ld: 55.00 Mean Height:NA ft � )� � g q NCBCLL:10.00 TCDL: ei t: Code/Misc Criteria Creep Factor:1.5 AG Min Brg Width Req= 1.5 Soffit: 0.00 p Bldg Code: FBC 2010 RES Max TC CSI: 0.288 T Min Brg Width Req= 1.5 BCDL:NA psf Bearings A,AG,&T are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0290 Spacing:12.0" C&C Dist a:NA It Rep Factors Used:Yes Max Web CSI: 0.331 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)/5(2) Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.17 Lumber C-D 46 -690 L-M 0 -834 D-E 46 -690 M-N 0 -1410 Value Set:13B(Effective 6/1/2013) E-F 195 -706 N-0 0 -1674 Top chord 4x2 SP#2 F-G 387 -477 O-P 0 -1601 Bot chord 4x2 SP#2 G-H 710 0 P-Q 0 -1187 Webs 4x2 SP#3 H-1 1090 0 Q-R 0 -456 Lumber value set 1313"uses design values K-L 0 -834 approved 1/30/2013 byALSC Plating Notes Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. All plates are 3X4(R)except as noted. AN-AM 589 -7 AD-AC 440 -133 Plate Shift Table AM-AL 708 -190 AC-AB 1196 0 JT Plate Lateral Chord JT Plate Lateral Chord AL-AK 706 -195 AB-AA 1618 0 No Size Shift Bite No Size Shift Bite AK-AJ 703 -200 AA-Z 1618 0 [16] W3X4 1.25 R 2.75 [18] W4X4 1.25 L 2.75 � fggy�� AJ-AI 254 -547 Z-Y 1618 0 [40] W3X4 S 2.50 LIE to h1/ AI-AH 254 -547 Y-X 1711 0 LC AH-AG 0 -1045 X-W 1468 0 Purlins �••s••• • •�••• AG-AF 0 -858 W-V 1468 0 In lieu of structural panels or rigid ceiling use purlins *• t7.�•• AF-AE 440 -133 V-U 900 0 to laterally brace chords as follows: ? AE-AD 440 -133 Chord Spacing(in oc) Start(ft) End(ft) • TC 120 -0.31 30.69 i 08 • • Maximum Web Forces Per Ply(lbs) BC 120 0.00 30.69 . s Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. at 24"OC unless shown otherwise above. * : _ ® B-AN 400 0 1-AF 695 0 Additional Notes ar�.8+ ATE �>' AN-C 14 -385 AF-K 0 -738 +2x6 continuous strop back.See detail 'y��:• oa't�,/�� F-AJ 0 -442 K-AC 534 0 AJ-G 393 0 AC-M 0 501 STRBRIBR1014 for bracing and bridging ��i� '��OR,Q�•• ��, recommendations. �i�� l n'•,,••�•�.•� A G-AH 0 -529 V-U 380 0 Truss must be installed as shown with top chord up. � HHAG 500 -437 U3 0 Q-R 594 0 #0 278 �� Uttdt{pµttl�� AG-I 0 -585 R-T 0 -454 11/10/2017 "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 SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicable. 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 Buildin/$Components Group Inc.shall not be responsible for any deviation from this drawing,anv failure to build the A,,,rwcp„�,U,,. truss in conformance with ANSI/TPI 1,or for handling,shipping,Installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawn indicates acceptance of pro essiona, engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this O�awing 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.t instor;SBCA:www.sbdndus .com;ICC:www.iccsafe.org Orlando FL,32837 Jop Number: 502248 Ply: 1 SEQN:687273 /T22 SY42 Cust:R9353 JRef: 1W5T93530015 L952 N.ATLANTIC BEACH DUVAL CTY Qty: 6 FROM:RCT DrwNo: 314.17.1520.23057 Truss Label: F33 JB / DF 11/10/2017 5'5"8 7'5"8 12'11" 5'5"8 2' 5'5"8 4 12 2,6„ +1'3"12 +"1'2"812 11�(TYP) 3X3 =3X3 =3X4 =5X5 =3X3 1112X4 =3X3 1112X4 =3X3 =2X4 AB C D E F G H I J 3y8 T + i 1 S R Q P O N M L 3X4[4] =3X4 1112X4 =3X3 =3X3 =3X4[16] 1112X4 12'11" "12 12'11" " 2 12'74 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.104 P 999 360 A 702 /- /- /- /- /3.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.183 P 820 240 L 704 /- /- /- /- /8.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.019 J - - A Min Brg Width Req= 1.5 Ld: EXP:NA HORZ L -0.033 S L Min Br Width Re = 1.5 Des CL 55.00 Mean Height:NA ft � ) Bearings g q NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 gs A&L are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.986 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.676 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA It Rep Factors Used:Yes Max Web CSI: 0.428 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): B-C 0 -652 F-G 0 -1748 Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.17 C-D 0 -627 G-H 0 -1740 Lumber D-E 0-1534 H-1 0 -1481 E-F 0 -1534 I-J 0 -598 Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 Lumber value set"1313"uses design values R-Q 1261 0 O-N 1632 0 approved 1/30/2013 by ALSC Q-P 1748 0 N-M 1178 0 P-0 1748 0 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord Maximum Web Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens. Comp. [4] W3X4 2.50 L 1.25 [16] W3X4 2.50 R 1.25 B-R 899 0 N-1 422 0 Purlins R-D 0 -847 I-M 0 -807 In lieu of structural panels or rigid ceiling use purlinsHlJyl. Q-F 0 -468 M-J 832 0 to laterally brace chords as follows: S t ��ijO-H 424 16 J-L 0 658 Chord Spacing(in oc) Start(ft) End(ft)TC 115 -0.31 12.35 ,yf:�v �►�` BC 120 0.00 12.35 lgO�l�•7+••••. ■ .�•''�YY.jjr Apply purlins to any chords above or below fillers • •• at 24' OC unless shown otherwise above. •• • Additional Notes i o. 848 +2x6 continuous strop back.See detail STRBRIBR1014 for bracing and bridging $ recommendations. s� ATE •' 24 Truss must be installed as shown with top chord up. $ • C • '��.� ••. ORS � a #0 278 us;0NAL ""'LUr1=10,1' 11/10/2O17 **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,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl ri id ceilin Locations shown forermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as appllcab�e. Apply Oates 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 Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANrr,,ro�, truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www. inst.or;SBCA:www.sbcindus .com;ICC:www.iccsafe.org Orlando FL,32837 Job Number: 50224B Ply: 1 SEQN:687274 /T14 SY42 Cust:R9353 JRef: 1W5T93530015 LN52 N.ATLANTIC BEACH DUVAL CTY Qty: 3 FROM:RCT DrwNo: 314.17.1520.26110 Truss Label: F34 JB / DF 11/10/2017 5'5"87'S"8 12'11" 5'5"8 2' 5'5"8 P f� F__� 1 �--2,5"4--}'—1'11"6 2'6" 1'11"�{ { (TYP) 3X3[151 =3X3 1164 =5X5 =3X6 1112X4 =3X3 =3X4 =2X4 AB C D E F G H I 3I I I F 1aye T �I i R Q P O N M L K =3X6 =3X3 =3X3 1112X4 =3X3 =3X4 =3X4 12'11" "12 12'11" " 2 12'7"4 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in [cc L/defl U# Loc R 1U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.152 E 988 360 A 702 /- /- /- /- /3.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.254 E 590 240 K 704 /- /- /- /- /8.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.020 H - - A Min Brg Width Req= 1.5 Des Ld: 55.00 EXP. H HORZ(TL):-0.034 R K Min Big Width Req= 1.5 Mean Height:NA ft NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearings A&K are a rigid surface. Soffit: 0.00BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.986 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.868 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.514 Maximum Top Chord Forces Per Ply(Ibs)Loc.from endwall:NA FT/RT:12(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0 -897 E-F 0 -2412 Wind Duration:NA WAVE VIEW Ver.17.01.00E.0525.17 C-D 0 -2082 F-G 0 -2044 Lumber D-E 0 -2401 G-H 0 -919 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 Webs 4x2 SP#3 Q-P 1671 0 N-M 2411 0 Lumber value set"13B"uses design values P-0 2275 0 M-L 1646 0 approved 1/30/2013 by ALSC O-N 2412 0 L-K 514 0 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 [15] W3X3 1.25 R 1.25 B-Q 1080 0 M-G 489 0 Q-C 0 -963 G-L 0 -887 Purlins C-P 493 0 L-H 669 0 In lieu of structural panels or rigid ceiling use purlinsD-O 462 -53 H-K 0 -850 to laterally brace chords as follows: , A F C F-M 0 -543 Chord Spacing(in cc) Start(ft) End(ft) ��J'`� ! ��'TC 98 -0.31 12.35 /�h,% BC 120 0.00 12.35 h� ••••° ' •S'•+.s Apply purlins to any chords above or below fillers ••� �• • at 24' OC unless shown otherwise above. s o. Additional Notes 848� +2x6 continuous strop back.See detail STRBRIBR1014 for bracing and bridging $ a = recommendations. ATE ;+t� Truss must be installed as shown with top chord up. $ ; • (V C #0 278NA`' 11/10/2017 "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 temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicable. Apply Oates to each face.oftrussand position as shown above and on the Joinf-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildip,$c�Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the A,FWCOMPAM. tr ss in conformance with ANSI/TPI 1,or for handlinT shipping,installati n and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawin indicates acceptance of pro)essiona engineeringresponsibility solely for the design shown. The s ii ability Suite 150 and use of this 9"awing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. For, more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www. insLor;SBCA:www.sbcindus .com;ICC:wvvw.iccsafe.org Orlando FL,32837 Job Number: 50224B Ply: 1 SEAN:687275 /T28 SY42 Cust:R9353 JRef: 1W5T93530015 L•/52 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1520.29943 Truss Label: F35 JB / DF 11/10/2017 9'3" 19' ( 9'3" 1`6.4 9,3" ��—2'6"---�{�2'6"12—�{-�2'6"12 8 1� �3122'6"12—�}�2'6"12— �{ (T'P) 4X4[1] =4X4 =3X6 =3X3 =3X3 =3X6 =4X4 =4X4[21] A B C D E F G H I J 3;8- V V U T S R Q P O N M L =4X6 =4X4 =3X3 =3X3 3X3 =3X3 =4X4 =4X6 19' 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): 0.313 E 709 360 W 1032 /- /- /- /- /8.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.490 E 453 240 L 1032 /- /- /- /- /5.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.046 B - - 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 Mean Height:NA ft Code/Misc Criteria CreepFactor:1.5 Bearings W&L are a rigid surface. NCBCLL:10.00 TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.994 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.388 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.620 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 -935 F-G 0 -3872 Wind Duration:NA WAVE VIEW Ver.17.01.00E.0525.17 B-C 0-2492 G-H 0 -3478 Lumber Additional Notes C-D 0-3478 H-1 0 -2492 D-E 0-3872 I-J 0 -935 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail E-F 0-3876 Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging Bot chord 4x2 SP SS Dense recommendations. Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC V-U 1859 0 Q-P 3789 0 U-T 3125 0 P-O 3125 0 Plating Notes T-S 3125 0 O-N 3125 0 All plates are 2X4 except as noted. S-R 3789 0 N-M 1859 0 R-Q 3876 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. [1] W4X4 1.25 L 1.25 [21] W4X4 1.25 R 1.25 A-W 0 -967 G-P 0 -432 Purlins 1 /�s4 A-V 1302 0 P-H 481 0 In lieu of structural panels or rigid ceiling use purlins :•• • �S'••�'(/ B-U 879 1280 N-1 879 860 to laterally brace chords as follows: • • Chord Spacing(in oc) Start(ft) End(ft) • U-C 0 -860 I-M 0 -1285 TC 74 0.25 18.75 40 �A • C-S 481 0 M-J 1302 0 BC 120 0.25 18.75 Q �. 64113 S-D 0 -432 J-L 0 -967 Apply purlins to any chords above or below fillers j • at 24' OC unless shown otherwise above. • • Deflection Max JT VERT DEFL:LL:0.31"DL:0.18".See detail �e ATE DEFLCAMB1014 for camber recommendations. a #0 278 v f4yz 70NAIL 11/10/2017 "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 sheathin and bottom chord shall have a properly attached ri id ceiling Locations shown for ermanent lateral restraint of webs shall have bracin insalled per BCSI sections 83,B7 or 910, as applicable. Apply plates to each face ofptruss and position as shown above and on the Join Details, unless noted otherwise. Nefer to ALPINE� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin,$ mComponents Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the ,NCOMM,. truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover paq�e.. 2400 Lake Orange Dr. listing this drawin indicates acceptance of pro essiona engmeerin9 responsibility solely for the design shown. The s i bllity and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or:SBCA:www.sbcindus .com;ICC:www.icesafe.org Orlando FL,32837 Jqb Number: 50224B Ply: 1 SEAN:687276 /T8 SY42 Cust:R9353 JRef: 1W5T93530015 x/52 N.ATLANTIC BEACH DUVAL CTY Qty: 9 FROM:RCT DrwNo: 314.17.1520.33510 Truss Label: F36 JB / DF 11/10/2017 9'4"8 11'4"8 20'9" r 9,4„8 2' 9'4"8 '1 �-2'6"-i -2'6"12-{ (TYP) 2,6„12 2'6"122" 2'6"12 '1 W=3X4 =3X3 =4X6 =4X6 =3X6 =3X3[10] =3X3f16] =3X6 =4X6 =6X6 A B C D E F G H H I J K LM 4 3a V �1 + t R9 Z Y X W V U T S R Q P 0 N =4X6[3] =4X4[5] =3X3[9] =3X6 =3X6 =3X3 =4X4[20] =4X6[23] W= 0310 20'9" 20'5"4 t' 20'5"4 "l 2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.419 F 583 360 Z 1134 /- /- /- !- /8.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.655 F 373 240 L 1132 /- /- /- /- /3.2 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.058 B - - Z Min Brg Width Req= 1.5 EXP:NA HORZ L:0.091 B L Min Br Width Re 1.5 Des Ld: 55.00 Mean Height:NA ft � ) 9 q NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 Bearings Z&L are a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.987 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.955 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.750 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 -1041 G-H 0 -4655 Wind Duration:NA WAVE,HS VIEW Ver:17.01.00E.0525.17 B-C 0 -2808 H-1 0 -4065 Lumber Additional Notes C-D 0-4013 I-J 0 -2915 D-E 0 -4654 J-K 0 -1109 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail E-F 0-4663 K-L 0 -1143 Top chord 4x2 SP#2:T1 4x2 SP SS Dense: STRBRIBR1014 for bracing and bridging F-G 0-4655 Bot chord 4x2 SP#2:132 42 SP SS Dense: recommendations. Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC Y-X 2069 0 T-S 4663 0 Plating Notes X-W 3549 0 S-R 4468 0 All plates are 2X4 except as noted. W-V 3549 0 R-Q 3618 0 V-U 3549 0 Q-P 3618 0 Plate Shift Table U-T 4427 0 P-0 2231 0 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(Ibs) [3] W4X6 3.25 L 1.25 [51 W4X4 2.25 L 1.25 fft1t!ltsl Webs Tens.Comp. Webs Tens. Comp. [9] W3X3 1.75 L 1.25 [10] W3X3 1.25 L 1.25 [16] W3X3 1.25 R 1.25 [20] W4X4 2.25 R 1.25 A-Z 0 -1066 S-H 644 167 [23] W4X6 3.25 R 1.25 •••• ' •�•■ f� A-Y 1449 0 H-R 0 -561 �••�, Purlins Y-B 0 -1430 R-I 608 0 ? • B-X 1028 0 I-P 0 -955 In lieu of structural panels or rigid ceiling use purlins . •o • X-C 0 -1007 P-J 952 0 to laterally brace chords as follows: ? ; �. 8 C-U 631 0 J-O 0 -1514 Chord Spacing(in oc) Start(ft) End(ft) ; U-D 0 -576 O-L 1575 0 TC 61 0.25 20.75 1 • D-T 680 -135 BC 120 0.25 20.44 $ 7f i ggge Apply purlins to any chords above or below fillers = e �.rE , at 24' OC unless shown otherwise above. " .©% �+ t� • (4 Deflection 414'. 1 �OR,O:•a'`�(/�� Max JT VERT DEFL:LL:0.42"DL:0.30".See detail ••+ DEFLCAMB1014 for camber recommendations. #0 278'h irr��s,,��/ONAIL 11/10/2017� t ' 5 "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 sheathinq and bottom chord shall have a properly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicable. 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 Bu!Id!n Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the AN,,�COMPF,,,. truss in conformance with ANSI PI 1,or for handlia,shipping,installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawincctt indicates acceptance of ro essiona engineering responsibility solely for the design shown. The suiCablllty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.or;SBCA:www.sbcindus .com;ICC: www.icrsafe.org Orlando FL,32837 Job Number: 502248 Ply: 1 SEAN:687277 )T30 SY42 Cust:R9353 JRef: 1W5T93530015 6152 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1520.36600 Truss Label: F37 JB / OF 11/10/2017 5'5"8 1 7'5"8 12'6"12 5'5"8 2' T 5'1"4 `l 12 2'5"4—�1'11"6—�{ 2'6"��2'2"12�{ t� (TYP) 3X3 =5X5 =3X6 1112X4 =3X3 =3X4 =3X6 AB C D E F G H P O N M L K J I =3X6 =3X3 =3X3 1112X4 =3X3 =4X4[14] 1112X4 12'6"12 " 2 12'6"12 1312 12'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.150 E 970 360 A 682 /- /- /- /- /3.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.253 E 577 240 1 697 /- /- /- /- /3.7 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.019 P - - A Min Brg Width Req= 1.5 EXP:NA HORZ L:-0.034 P - I Min Br Width Re 1.5 Des Ld: 55.00 Mean Height:NA ft � ) g q NCBCLL:10.00 TCDL:Height: psf Code/Misc Criteria Creep Factor:1.5 Bearings A&I are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.986 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.895 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.496 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/5(2) I:NA GCpi:NA Plate Type(s): B-C 0 -866 E-F 0 -2268 Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.17 C-D 0-1997 F-G 0 -1857 Lumber D-E 0 -2259 G-H 0 -639 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 42 SP#2 Webs 42 SP#3 O-N 1613 0 L-K 2266 0 Lumber value set"'I 3B"uses design values N-M 2168 0 K-J 1433 0 approved 1/30/2013 by ALSC M-L 2268 0 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 [14] W4X4 2.25 R 1.25 B-0 1042 0 K-G 518 0 O-C 0 -929 G-J 0 -969 Purlins C-N 461 0 J-H 862 0 In lieu of structural panels or rigid ceiling use purlins Iff"W"/414i D-M 410 -84 H-1 0 -677 to laterally brace chords as follows: .c 9� F-K 0 -571 Chord Spacing(in oc) Start(ft) End(ft)TC 101 -0.31 12.25 A ► f�`A�/��4� BC 120 0.00 12.00 l�V� ;• • ■SA,•Y♦d�r Apply purlins to any chords above or below fillers V.o♦ Q at 24' OC unless shown otherwise above. o o i • Additional Notes $ ; �. 64go o +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging 3 recommendations. o • Truss must be installed as shown with top chord up. ` +g+• ATE +� ORQ #0 27s �ss�oNAt 11/10/2011 7a **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 sheathinq and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall hav bracin Installed per BCSI sections B3,B7 or 910, 111116111, as applicable. Apply plates to each face of truss and position as shown above and on tfle Joinf9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinQQComponents Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the , r,,rm„, ❑ PAW truss in conformance with ANSI P1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suifabillty Suite 150 and use of this gnawing for any structure is fhe responsibility of the 9uilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or ;SBCA:www.sbcindus .corn;ICC:wwwJi afe.org Orlando FL,32837 Jqb Number: 50224B Ply: 1 SEAN:687278 /T26 SY42 Cusl:R9353 JRef: 1W5T93530015 IL/52 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1520.40033 Truss Label: F38 JB / DF 11110/2017 1 2 9'0"4 11'0"4 8 20'4"12 J 9'0"4 2' r 9'3" 2'6" 2'6"12--{ (TYP) 1'2"4 1 f--2'612— -1 2'6"12--{ f--- --I I---2'6"12 W=3X4 =3X3 =4X6 =4X6 =3X6 =3X3110] =3X3 =3X6 =4X6 =6X6 A B C D E F G H I J K LM �I Z Y X W V U T S R Q P 0 N =4X6 =4X4[5] =3X3 =3X3[11] =3X6 =3X3 =4X4[20] =4X6[23] W=H0310 20'4"12 20'1" X0'4"12 20'1" '12 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): 0.405 F 592 360 Z 1128 /- !- /- /- /3.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.632 F 379 240 L 1113 /- /- !- /- /3.2 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.056 0 - - Z Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.088 O - - L Min Brg Width Req= 1.5 Mean Height:NA ft Code!Misc Criteria CreepFactor:1.5 Bearings Z&L are a rigid surface. NCBCLL:10.00 TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.983 Load Duration:1.00MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.974 Members not listed have forces less than 375#Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.735 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 -1019 G-H 0 -4493 Wind Duration:NA WAVE,HS VIEW Ver.17.01.00E.0525.17 B-C 0 -2746 H-I 0 -3962 C-D 0 -3906 I-J 0 -2851 Lumber Additional Notes D-E 0 -4490 J-K 0 -1088 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail E-F 0 -4500 K-L 0 -1121 Top chord 4x2 SP#2:T1 4x2 SP SS Dense: STRBRIBRIO14 for bracing and bridging F-G 0 -4493 Bot chord 4x2 SP#2:132 4x2 SP SS Dense: recommendations. Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC Y-X 2028 0 T-S 4500 0 Plating Notes X-W 3467 0 S-R 4341 0 All plates are 2X4 except as noted. W-V 3467 0 R-Q 3533 0 V-U 3467 0 Q-P 3533 0 Plate Shift Table U-T 4307 0 P-0 2187 0 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(Ibs) [11] W3X3 1.25 R 1.25 [2] W4X4 2.25 R 1.25 t� u1Hf Webs Tens.Comp. Webs Tens. Comp. [23] W4X6 3.25 R 1.25 ��►•7 ��:d-4�4, A-Z 0-1118 S-H 593 180 ••••• • ■•�•� f A-Y 1421 0 H-R 0 -528 Purlins •• ` S ••�'f/ Y-B 0-1403 R-I 584 0 In lieu of structural panels or rigid ceiling use purlins ? •• • B-X 999 0 I-P 0 -927 to laterally brace chords as follows: �� * X-C 0 -980 P-J 924 0 Chord Spacing(in oc) Start(ft) End(ft) 0. 648 i C-U 597 0 J-0 0 -1483 TC 63 0.00 20.40 • i U-D 0 -557 O-L 1544 0 BC 120 0.25 20.08 i * D-T 650 -147 Apply purlins to any chords above or below fillers 1 at 24' OC unless shown otherwise above. o �TE •� ��fff Deflection ,�•e••+F� �•••o`L(�3C Max JT VERT DEFL:LL:0.40"DL:0.29".See detail OR,�+y�� •• • \ �� DEFLCAMB1014 for camber recommendations. yi� '•.OpenA••.•••a��gam` #0 278 s�ONlint 01A A` 11/10/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections 63,B7 or B10, as applicable. Appy plates to each face ofptruss and position as shown above and on the Joint9Details, unless noted otherwise. f�efer to ALPINE drawings 16OA-Z for standard plate positions. Alpines,a division of ITW Buildi%omponents Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the ,J❑,,,'OWA,,. truss in conformance with ANSIfI PI 1,or for handlin4,shipping,installation and bracing of trussesA seal on this drawing or cover pa a.. 2400 Lake Orange Dr. listing this drawingq indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 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 .tom;ICC:www.iccsafe.org Orlando FL,32837 Jqb Number: 502248 Ply: 1 SEAN:687279 /T21 SY42 Cusl:R9353 JRef: 1W5T93530015 L/52 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1520.43193 Truss Label: F39 JB / DF 11/10/2017 1'4"12 10'11"8 1'412 9'6"12 f- 1'4"4 —1'4"4—� f--1'5"8—{—1'4" (TYP) 3X4 =3X4 A I T 1 R J Q K 3X3 =3X3 10'11"8 j- 10'11"8 - Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or`=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf.NA Ce:NA VERT(LL): 0.000 I 999 360 J` 110 /_ /_ /_ /_ /131 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 1 999 240 J Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 1 - - Bearing R is a rigid surface. EXP:NA Des Ld: 55.00 Mean Height: HORZ(TL): 0.000 I Mean NA ft Code/Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# NCBCLL: 10.00 TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.108 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.022 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.033 Loc.from endwall:NA FT/RT:20(0)/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 6/1/201§) Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Lumber value set"1313"uses design values approved 1/30/2013 byALSC Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Plating Notes All plates are 2X4 except as noted. I��++f4NlOrtflpf�� Purlins ��►�1 FI,F �a,, In lieu of structural panels or rigid ceiling use purlins A� •s••' ' '•••'•Y/fJ� to laterally brace chords as follows: O ••• ••• Chord Spacing(in oc) Start(ft) End(ft) 3 • �` tS� • TC 120 0.00 10.96 • • BC 120 0.25 10.71 . • 0. �7•t� • Apply purlins to any chords above or below fillers : ; at 24"OC unless shown otherwise above. i Additional Notes � s 0 Truss must be installed as shown with top chord up. �A •, ATE •' G9 `• •'cC OQ. ` �'� -,yy�j.��• • Oft * •• � a0 278��'' NA1-�'� 11/10/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fo'r sa 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 rMd ceiling Locations shown for-permanent lateral restraint of webs shall have braciriinstalled per BCSI sections B3,B7 or 810, as applicable. Apply Oates to each face otruss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpin,ad' division of ITW BuildinI Components Group Inr�shall not be responsible for any deviation from this drawing any failure to build the ❑ ro, truss rn conformance with AIN 1 1, 0 for handling s ippmlq,installation and bracing of trussesA seal on this drawing or cover page,. 2400 Lake Orange Dr. listing this drawin indicatescceptance ofpro esrona engineering resposblsolelyforthe desigshownThe sui abrlrty Suite 150and use of this (awingfory structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes a e and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.or;SBCA:www.sbcindus .tom:ICC:www.iccsafe.Org Orlando FL,32837 Jop Number: 50224B Ply: 1 SEQN:687281 /T7 SY42 Cusl:R9353 JRef: 1W5T93530015 L952 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1520.46657 Truss Label: F41 JB / DF 11/10/2017 1'5"8 3'5"8 411" 1151.8 2' 1'5"8 1'1"12 �3� F3'i 1 1„ (TYP) 3X3 1112X4 2X4 1112X4 =3X3 =2X4 A B C D T e I H G F =3X3 1112X4 1112X4 =3X4 4'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.008 B 999 360 1 258 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.015 B 999 240 F 258 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.004 B - - I Min Brg Width Req= 1.5 EXP:NA HORZ L 0.006 B F Min Br Width Re 1.5 Des Ld: 55.00 (T )� g q= NCBCLL: 10.00 Mean Height:NA It Code/Misc Criteria Creep Factor:1.5 Bearings I&F are a rigid surface. TCDL:NA psf BldgCode: FBC 2010 RES Max TC CSI: 0.238 Soffit: 0.00 BCDL:NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.114 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.131 Loc.from endwall:NA FT/RT:12(0)/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"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 53 0.25 4.67 BC 53 0.25 4.67 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes w Truss must be installed as shown with top chord up. ♦♦+•;• S •.� A• v ©. 648 7 • % ATE 0 RVQ #0 278 +atrewtuu�►�� 11/10/2017 "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 pro erly 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 Joint9Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildi,, Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the Nn Co��, truss in conformance with ANSI/ PI 1,or for handllnj shlppinlq,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 desi n 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. Orlando FL,32837 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 .sbdndus .com;ICC:www.icrsafe.org a Jqb Number. 50224B Ply: 1 SEAN:825104 /T5 SY42 Cust:R9353 JRef: 1W5T93530015 L/52 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1520.54013 Truss Label: F42 JB / DF 11/10/2017 1'4"8 5'6"8 I f 1'4"8 i 4'2" �—1'5"4 1'4"—�{ (TYP) 3X4 A E "v F J I 3X3 5'6"8 5'6"8 -I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pfin 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 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 E 999 360 J• 99 /_ /_ /_ /_ /64.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 E 999 240 F 65 /- /- /- /- /2.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 E - - J Min Brg Width Req= - Des Ld: 55.00 EXP'NA HORZ(TL):-0.001 E F Min Brg Width Req= 1.5 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings J&F are a rigid surface. NCBCLL:10.00 P TCDL:NA psf BldgCode: FBC 2010 RES Max TC CSI: 0.104 Soffit: 0.00 BCDL:NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.026 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.032 Loc.from endwall:NA FT/RT:20(0)/5(2) 1:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 66 0.00 5.54 �+ r BC 62 0.25 5.38 ��•7 ! A-�a at24"OClunless sns to hoown rotherwabol a above or leW fillers 01-0 ■ • 104, ��`.Y•/% Additional Notes 3 yV• Truss must be installed as shown with top chord up. O. 648 i r � i • ATE 40278 ram kuuto�` ` 11/10/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceding Locations shown forpermanent lateral restraint of webs shall have brach installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,s awCOM„J„ truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of ppro essiona engineering responsibility solely for the design shown. The suitabrllty Suite 150 and use of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'oUs general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. insLorg;SBCA:www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32837 Jqb Number: 502248 Ply: 1 SEAN:825101 /T2 SY42 Cust:R9353 JRef: 1W5T93530015 I6J52 N.ATLANTIC BEACH DUVAL CTY Qty: 5 FROM:RCT DrwNo: 314.17.1520.57110 Truss Label: F43 JB / OF 11/10/2017 1'10"12 3'10"12 1 69" 1'10"12 2' 1110"4 f—1'1"12—{ 3" • =3X3 3X4 2X4 1116X6 1114X4 A B C D T311 T 1 H G F E 3X8 =3X6 1112X4 1112X4 5,9„ Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.014 C 999 360 H 303 /- /- /- /- /3.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.026 C 999 240 E 317 / - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.007 D - H Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA Mean Height:NA ft HORZ(TL):-0.012 D - - E Min Brg Width Req= - NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 Bearing H is a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.252 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.166 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA It Rep Factors Used:Yes Max Web CSI: 0.171 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-0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Lumber value set"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 66 0.25 5.75 BC 63 0.25 5.50 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. fM�y Hangers/Ties �YJ (J)Hanger Support Required,by others �fl`••;+f� c�`!�f'i/ Additional Notes Truss must be installed as shown with to chord up. : + P i O. 648 • P'1TG •••Q I fff•l•f• V #0 278 yrs lvtAu- 11/10/2 "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,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attached ri4id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,87 or 910, as applicable. Apply plates to each face.oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildincc��Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the u+mvam PAW truss In conformance with ANSI/TPI 1,or for handlingq,,shippingq,installation and bracing of.trussesA seal on this dr wing or cover pa e,, 2400 Lake Orange Dr. listing this drawincQl indicates acceptance of ppro-fesslonq engineering responsibility solely for the desi n shown. The s iiCabillty 9 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. instor;SBCA:vAvw.sbclndus .com:ICC:www.iccsafe.org Odando FL,32837 Jqb Number. 502248 Ply: 1 SEAN:687285 /T1 DGAB Cust:R9353 JRef: 1W5T93530015 N/52 N.ATLANTIC BEACH DUVAL CTY Qty: 2 FROM:RCT DrwNo: 314.17.1521.16797 Truss Label: A45 JB / DF 11/10/2017 137" 277" 137" 137" 2'11 (TYP) =4X4 J" 12 4 m v 1 =_3X4(Dl) =3X4(S1) AK AB 5X5 27-2" 27-2" f 27-2" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.003 T 999 240 AK-75 /38 /36 1- /3 /326 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.006 T 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 T - - AK Min Brg Width Req= - EXP'D 0.002 T Bearing AK is a rigid surface. Des Ld: 37.00 Mean Height:25.09 ft HORZ(TL)' g , g NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.090 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: 0.079 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.062 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 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 Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) ggtpNl�i TC 75 0.15 27.02 ��++ r BC 75 0.00 27.17 r�►♦7 ! :d�4j�i Apply OCown lns to unless shrotherw se abovchords above or leW fillers at ��•� ■ ■ •�• +f/� Cn • Wind • Wind loads based on MWFRS with additional C&C : • o. 648 • member design. �?` : • ■ 1 ■ _ Additional Notes � 7C � � • See DWGS Al6030ENC101014&GBLLETIN1014 for s� ATE gable wind bracing and other requirements. y �y+• ! e� • Truss designed to support 8"maximum gable �G.�'T +•++ end overhang. 'yr�iC` '+,4 ORSO•••+ �\ uo 278 ,u ®NAL Iftammon 11/10/2017 "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 shipping,practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attach6d ri id ceiling 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 ofptruss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildin/$Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the M nWOOWAW truss in conformance with ANSIrI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page_, 2400 Lake Orange Dr. listing this drawingq 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.t instorg;SBCA:www.sbcindust .com;ICC:www.iccsafe.org Odando FL,32837 Jqb Number. 502248 Ply: 1 SEQN:687286 /T12 COMN Cust:R9353 JRef: 1W5T93530015 1152 N.ATLANTIC BEACH DUVAL CTY Qty: 7 FROM:RCT DrwNo: 314.17.1521.22503 Truss Label: A46 JB / OF 11/10/2017 4'212 8'10"14 13'7" 18'3"2 22'11"4 27'2" 4'212 4'8"2 4'8"2 4'8"2 4'8"2 4'2"12 =4X4 D 12 4 E�53C4 z3E4 0 1112X4 1112X4 n B F A G T 6'1 i 3X4(81) =3X4 =5X6 =3X4[15] =3X4(B1) 22'11"4 4712 4'4"8 97"8 9'2" 4'5" 137" -}- 22'9" + 27'2" 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): 0.084 C 999 240 A 821 /445 /394 /- /86 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.197 C 999 180 H 1233 /634 /613 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.025 H - - G 77 /126 /19 /- /- /3.5 Des Ld: 37.00 EXP.D HORZ(TL): 0.058 H Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:25.35 It Code/Misc Criteria Creep Factor:1.5 A Min Erg Width Req= - TCDL:4.0 psf H Min Br Width Re 1.5 Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2010 RES Max TC CSI: 0.993 g q= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.988 B Min H Width Req= surface. Spacing:24.0 C&C Dist a:3.00 ft P Re Factors Used:Yes Max Web CSI: 0.904 Bearings H&G are a rigid sur" 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 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 A-B 1435 -1838 D-E 918 -1019 Value Set:13B(Effective 6/1/2013) B-C 1506 -1799 E-F 459 -144 Top chord 2x4 SP#2 C-D 925 -1022 F-G 417 -219 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"l 3B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 byALSC A-J 1694 -1273 I-H 764 -610 Plate Shift Table J-1 1343 -1022 H-G 240 -375 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(lbs) [15] W3X4 1.50 R 1.75 Webs Tens.Comp. Webs Tens. Comp. Purlins J-C 425 -298 E-H 1087 -1407 In lieu of structural panels or rigid ceiling use purlinsC-1 542 -500 H-F 385 -278 to laterally brace chords as follows: ��+atittlAlfl�jj�ft/� D-1 396 -206 Chord Spacing(in oc) Start(ft) End(ft) P�►J !�t►`�`'��4 TC 43 0.00 13.58 �� •��■ ■ •,,� f�' TC 68 13.58 27.17 BC 74 0.13 27.02 Apply purlins to any chords above or below fillers 3 at 24"OC unless shown otherwise above. • o. 648 • Hangers/Ties • (J)Hanger Support Required,by others �C 9 Wind s,® ATEWind Q memberdesigds ned on MWFRS with additional C&C ��-r��'•1�I OR,O `� t�•C.� t,� #0278 %`SFIONAIL-0 11/10/2017 tuar+wWu "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri Id ceilin Locations shown for_permanent lateral restraint of webs shall have brach Installed per BCSI sections B3,B7 or 910, as applicable. Appy plates to each face_otruss and position as shown above and on the Jomf9Details, 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 ,, nwco,�,,w,. truss to conformance with ANSI 1,or for handlin),shipping,installatidn and bracing of trussesA seal on this drawing or cover pa e,, 2400 Lake Orange Dr. listing this drawinct indicates acceptance of pro esslona engineering responsibility solely for the design shown. The s iMabdtty 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.alpineitw.com;TPI:www.t instorg;SBCA:www.sbcindust .com;ICC:www.icesafe.org Orlando FL,32837 Jgb Number: 50224B Ply: 1 SEAN:687287 /T32 COMN Cust:R9353 JRef: 1W5T93530015 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 5 FROM:RCT DrwNo: 314.17.1521.26387 Truss Label: A47 JB / DF 11110/2017 4'2"12 6'10"14 18'3"2 22'11"4 27'2" 4'212 4'8"2 4'8"2 4'8"2 4'8"2 4'2"12 4X4 D q F �3C4 ;3E4 0 1112X4 1112X4 to B F A G T Gt y 3X4(81) =3X4 =5X6 =3X4[15] =3X4(61) 22'11"4 4'2"12 4'4"8 9'2"8 97" 4'5" 137' -}- 22'9" -� 27,2" 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): 0.085 C 999 240 A 821 1445 /394 /- /86 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.198 C 999 180 H 1234 1634 /613 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.025 H - - G 76 /127 /19 /- /- /3.5 EXP'D HORZ L 0.058 H Wind reactions based on MWFRS Des Ld: 37.00 R )� Mean Height:25.35 ft NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.970 H Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.988 B Min Brg Width Req= 1earings A,H,&G are a rigid d surface. 24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.904 B 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 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 A-B 1427-1828 D-E 917 -1017 Value Set:13B(Effective 6/1/2013) B-C 1497-1788 E-F 463 -146 Top chord 2x4 SP#2 C-D 924-1020 F-G 420 -221 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"l 3B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC A-J 1683 -1264 I-H 762 -609 Plate Shift Table J-1 1340 -1019 H-G 242 -378 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(Ibs) [15] W3X4 1.50 R 1.75 Webs Tens.Comp. Webs Tens. Comp. Purlins J-C 420 -292 E-H 1088 -1408 In lieu of structural panels or rigid ceiling use purlinsqp C-1 540 -498 H-F 386 -279 to laterally brace chords as follows: ��++ Cuuf� fki D-I 395 -206 Chord Spacing(in oc) Start(ft) End(ft)TC 42 0.00 13.58 ��►J I `�4f TC 68 13.58 27.17 �O�'•';•� • ��•=��j / BC 74 0.14 27.02 e► Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. • o. 646 Wind : • • ■ Wind loads based on MWFRS with additional C&C member design. A►TE `0R,OP+�,� ,� ..p,�...• #0 278 yt AL `�` "�" Iwratuu%lau�''� 11/10/2017 "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 ancc77 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 Mid ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections 83,B7 or 610, as applicabgle. App y Oates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise. IRefer 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,anv failure to build the MnWCOWAW truss in conformance with ANSI PI 1,or for hand]iu shlppinq,installation and bracing of trussesA seal on this drawing or cover pa�e,, 2400 Lake Orange Dr. listing this drawin indicates acceptance of ro essiona engineer responsibility solely for the design shown. The sui ability and use of this gnawing for any structure is tphe responsibility of the Tuilding Designer per ANSIITPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t insLor ;SBCA:www.sbdndust .com;ICC:w Jccsafe.org Orlando FL,32837 Jop Number: 502248 Ply: 1 SEAN:687288 /T27 COMN Cust:R9353 JRef: 1W5T93530015 LSf52 N.ATLANTIC BEACH DUVAL CTY Qty: 5 FROM:RCT DrwNo: 314.17.1521.29990 Truss Label: A48 JB / OF 11/10/2017 4'2"12 8'10"14 13'7" 18'3"2 22'11"4 r 4'212 4'82 4'8"2 T 4'8"2 4'8"2 12 =4X4 D 12 553X4 3X4 4 D C E 0 1112X4 1112X4 n B FG T A o 3X4(B1) =3X4 =5X6 1114X6 4'4"8 9'2"8 9'2"8 4'48 137" 22'9"8 A 4"8 �,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 Ioc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.080 C 999 240 A 868 /261 /419 /- /106 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.185 C 999 180 H 864 /264 /417 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 1 - - Wind reactions based on MWFRS EXP-D 0.049 1 A Min Br Width Re Des Ld: HORZ g 37.00 Mean Height:25.35 ft �L): g q TCDL:'4.0 psf NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= - Soffit: 2.00 BCDL:5.0sf Bldg Code: FBC 2010 RES Max TC CSI: 0.981 p TPI Std: 2007 Max BC CSI: 0975 Members not listed have forces less than 375# . Load Duration:1.25 MWFRS Parallel Dist:h/2 to h Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.769 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): A-B 874 -1948 C-D 592 -1169 Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 925 -1909 D-E 601 -1168 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP SS Dense A-K 1799 -837 J-1 1029 -522 Webs 2x4 SP#3 K-J 1474 -713 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins K-C 388 -153 D-J 486 -155 to laterally brace chords as follows: C-J 346 -489 E-1 621 -1198 Chord Spacing(in oc) Start(ft) End(ft) TC 42 0.00 13.58 TC 62 13.58 23.17 BC 111 0.13 23.17 tiHipt} Apply purlins to any chords above or below fillers �f at 24"OC unless shown otherwise above. Hangers/Ties .•+••• •S•+pf� (J)Hanger Support Required,by others + V + Wind 0. mow$ • Wind loads based on MWFRS with additional C&C member design. — • a e ATE G 40278 -,,S/ONAt'L� �4f1►1�1W111W 11/10/2017 "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 sa{ety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properyy attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have brach installed per BCSI sections B3,B7 or 810 as w,plica15 e. Apply 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 A,,,,,,ro ,,a,,,,. 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 essfona. engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.org:SBCA:www.sbcindus .com;ICC:www.iccsafe.org Orlando FL,32837 Jqb Number: 50224B Ply: 2 SEAN:687289 /T10 COMN Cust:R9353JRef: 1W5T93530015 LJ52 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1521.34627 Truss Label: B49 2-PLY JB / DF 11/10/2017 2 Complete Trusses Required 6'6"7 12' 17'5"9 24' 6'6"7 5'5"9 5'5"9 6'67 ia5X5(R1) 12 C 4 4X4 �4X413] B fo W3 4X1A(B1) =4X12?3) I H G F 1112X6[5] =10X10 1113X6[14] 6'4"11 57"5 57A- 64-11 6'4"11 12' 177"5 24' Loading Criteria(psr) 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): 0.238 G 999 240 1 5457 /2802 /- /- /- /11.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.529 G 537 180 E 6180 /2704 /- /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.058 F - - Wind reactions based on MWFRS EXP:D HORZ : 0.129 F I Min Br Width Re = 2.8 Des Ld: 37.00 (TL) g q' Mean Height:25.09 ft Code/Misc Criteria CreepFactor:1.5 E Min Brg Width Req= 3.1 NCBCLL:0.00 TCDL:4.0 psf Bearings I&E are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.988 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.975 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.887 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) 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 WAVEVIEW Ver:17.01.00E.0525.17 A-B 3245-6435 C-D 2238 -4749 Lumber Plate Shift Table B-C 2238-4749 D-E 2961 -6928 Value Set:13B(Effective 6/1/2013) JT Plate Lateral Chord JT Plate Lateral Chord Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP SS Dense No Size Shift Bite No Size Shift Bite Bot chord 2x6 SP SS Dense [5] W2X6 S 4.00 [13] W4X4 2.25 R 1.25 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W3 2x4 SP#2: [14] W3X6 S 4.00 A-H 6074-3055 G-F 6482 -2769 Lumber value set"13B"uses design values Purlins H-G 6028 -3030 F-E 6543 -2786 approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(lbs) Nailnote Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. Nail Schedule:0.131"x3",min.nails TC 31 0.00 12.00 Top Chord:1 Row @12.00"o.c. TC 26 12.00 24.00 H-13 1059 -575 G-D 719 -2157 Bot Chord:1 Row @ 3.75"o.c. BC 79 0.15 23.85 B-G 1001 -1665 D-F 1401 -374 Webs :1 Row @ 4"o.c. Apply purlins to any chords above or below fillers C-G 2796 -1249 Use equal spacing between rows and stagger nails at 24"OC unless shown otherwise above. in each row to (1)1/2' bolts MAY IBEPUStED FOR ��++t>n!lAtff�fvt/}4 (2)0.131"x3",min.nails ON �•7 THE BOTTOM CHORD ONLY. �� ■ . 4"o.c.spacing of nails perpendicular and parallel toy`••~;�� tii•• / 5�, grain required in area over bearings greater than 4" • �1 a7`r: • T Special Loads p • ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) : 0• 64 TC-From 55 plf at 0.00 to 55 plf at 24.00 t ; • BC-From 10 plf at 0.00 to 10 pif at 24.00 BC- 821 Ib Conc.Load at 2.06,4.06,6.06,8.06o a 10.06,12.06,22.77 BC- 868 Ib Conc.Load at 14.06,16.06,18.06,18.77 .A p �y •t(,(� 20.77 44r�I�••••/C/ Dit,o'�••�v�•� Wind L�i� ••�.•s�.�•� �� Wind loads and reactions based on MWFRS. #0 278 �tttt?WIiUt 11/10/2017 "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 pro erly attached ri id ceilin Locations shown for ermanent lateral restraint of webs shall hav bracin installed per BCSI sections B3,B7 or 910, as applicable. Applgy Oates to each face oftrussand position as shown above and on tt a Joint9Details, 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 A,„WCDWMY truss in conformance with ANSI 1,or for handlin�,shipping,installati6n and bracing of trussesA seal on this drawing or cover pafge_. 2400 Lake Orange Dr. listingthis drawing indicates acceptance of ro esstona engineering res onslbilit�sole/ for the desi n shown. The sui abut Suite 150 and se of this drawing for any structure is the responsibilityofthe Building Designer pe�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.tpinstor ;SBCA:www.sbcindus .com;ICC:w. Jccsafe.org Oriando FL,32837 Jpb Number: 502248 Ply: 1 SEAN:687290 /T25 COMN Gust:R9353 JRef: 1W5T93530015 4J52 N.ATLANTIC BEACH DUVAL CTY Qty: 3 FROM:RCT DrwNo: 314.17.1521.38053 Truss Label: B50 JB / OF 11/10/2017 6'1" 12' 17'11" 24' 6'1" 5'11" 511" 6'1" =4X4 C 12 4 C�::— 3X4 3X4 B D 0 c A E H G F 3X4(61) 1112X4 =5X6 1112X4 =3X4(B 1) 611"4 6'0"12 6'0"12 5'11"4 5'11'A 12' 18'0"12 24' 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): 0.126 G 999 240 A 897 /272 /433 1- /76 /11.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.291 G 978 180 E 897 /272 /433 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.043 F - - Wind reactions based on MWFRS EXP'D HORZ L 0.100 F A Min Br Width Re 1.5 Des Ld: 37.00 Mean Height:25.09 ft � )� g q 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 2010 RES Max TC CSI: 0.965 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.990 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.416 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 912-1962 C-D 727 -1430 Lumber B-C 727-1430 D-E 912 -1962 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 A-H 1806 -791 G-F 1804 -795 Lumber value set"13B"uses design values H-G 1804 -795 F-E 1806 -791 approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: B-G 296 -526 G-D 296 -526 Chord Spacing(in oc) Start(ft) End(ft) C-G 530 -162 TC 42 0.00 24.00 BC 97 0.14 23.86 Apply purlins to any chords above or below fillers �gfpyd at 24' OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C .o`'••••• ' •S�. r member design. • ` • f o. 848 ATE s. 40278 �y sOAiAL`t� v 11/10/2017 X11 '"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 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 r] id 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 oftrussand position as shown above and on the Joint9Detalls, unless noted otherwise. Refer to' ALPINE drawings 160A-Z for standard plate positions. Alping,a division of ITW BuildinComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,�ITWCO,,PAW truss In conformance with ANSI PI 1,or for handli4 shipping,installation and bracing of trussesA seal on this drawing or cover pacie.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essiona, engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing, for any structure is the responsibility of the Building Designer per ANSIIrPI 1 Sec.2. Far more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. insLorg;SBCA:www.sbdndust .com;ICC:Wn .iccsafe.org Orlando FL,32837 ro Jqb Number: 502248 Ply: 1 SEAN:687291 /T20 COMN Cust:R9353 JRef: 1W5T93530015 !/52 N.ATLANTIC BEACH DUVAL CTY Qty: 7 FROM:RCT DrwNo: 314.17.1521.41350 Truss Label: B51 JB / DF 11/10/2017 5'11"4 12' 18'0"12 24' 5'11'4 6'0"12 6'0"12 5'11"4 4X4 C 12 4 1112X4 1112X4 _ B D io v A E G F --3X4(BI) =5X5 --5X5 =3X4(B1) 18'0"12 5'11"4 -i 11'10" 6'1" 1T11" + 24, 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): 0.059 B 999 240 A 633 /349 /298 /- 176 /11.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.137 B 999 180 F 1055 /507 /540 /- /- /6.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 B - - E 180 /96 /49 1- /- /3.5 EXP'D Des Ld: 37.00 HORZR ) L: 0.025 B Wind reactions based on MWFRS Mean Height:25.09 ft NC9CLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor.1.5 A Min Brg Width Req= 1.5 Soft: 2.00 Bldg Code: FBC 2010 RES Max TC CSI: 0.989 F Min Br Width Req= 1.5 BCDL: . sf E Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.566 Bearings A,F,&E are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.894 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 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 A-B 1039-1327 B-C 1166 -1308 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"1313"uses design values A-G 1212 -902 G-F 465 -359 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: B-G 489 -339 C-F 552 -846 Chord Spacing(in oc) Start(ft) End(ft) G-C 885 -616 F-D 525 -388 TC 53 0.00 12.00 TC 75 12.00 24.00 BC 75 0.14 23.86 Apply purlins to any chords above or below fillers t� J�JJj� at 24' OC unless shown otherwise above. Wind �v ++++• • •+••• �/�/ A • Wind loads based on MWFRS with additional C&C $ V �� ` ••+ member design. O. 648 ' ATE i ORQ #0 278 wxeatrluu��+� 11/10/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rMid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing 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 JoingDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the ANnWCOMP W truss in conformance with ANSI TPI 1,or for handlin shlppiniq,installation and bracing of trussesA seal on this drawing or cover page,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engmeerin responsibilittyy solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Des!grier per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or;SBCA:www.sbcindus .com;ICC:www.icesafe.org Orlando FL,32837 Jqb Number. 50224B Ply: 1 SEAN:687292 /T24 GABL Cust:R9353 JRef: 1W5T93530015 FJ52 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1522.15757 Truss Label: C52 JB ! DF 11/10/2017 3'8"4 4'10"8 6'0'2 9'9" 3'8"4 1'2"4 1'2"4 3'8"4 1 -}—T,IY2-� =4X4 ,3X4 E 3X4 D F A I � T fV (V T R + +J N =3X8 10"8 8'10"8 9.9,. 9.9,. Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),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): 0.001 R 999 240 Q+ 91 /47 /42 /- /15 /96.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 A 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 A - - Q Min Brg Width Req= - Des Ld: 37.00 EXP:D HORZ(TL): 0.003 A Bearing Q is a rigid surface. NCBCLL: 10.00 Mean Height:25.59 ft Code/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 2010 RES Max TC CSI: 0.055 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.032 Spacing:24.0" C&C Dist a:3.00 it Rep Factors Used:Yes Max Web CSI: 0.155 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 +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 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 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) 11mm" . TC 62 0.00 9.75 BC 75 0.00 9.75 ��►� Fl,��°�b Apply purlins to any chords above or below fillers >� •.. ■ ■•■ at 24"OC unless shown otherwise above. ��••S�, 5•=.�•� • �' Wind � • Wind loads based on MWFRS with additional C&C • ©. member design. 648 ■� � k • End verticals exposed to wind pressure.Deflection �* : • �' meets U240. Left and right cantilevers are exposed to windSITE �+ • [�_ Additional Notes �� '. �L ,Q�`.•� �v` See DWGS A16030ENC101014&GBLLETIN1014 for ��Sy�� '•.••�R�..'�G�� ` gable wind bracing and other requirements. Truss designed to support 8"maximum gable #0 278 end overhang. 4ilttHI111tgW 11/10/2017 "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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS(sections B3,B7 or B10, 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 Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,�rrwc,�,,,r,,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e., 2400 Lake Orange Dr. listing this drawrn indicates acceptance of pro essrona engrneering responsibility solely for the design shown. The sui abrllty and use of this Drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www. insLor ;SBCA:www.sbdndus .com;ICC:www.iccsafe.org Orlando FL,32837 Jpb Number: 50224B Ply: 1 SEAN:687293 /T23 COMN Cusl:R9353 JRef: 1W5T93530015 4./52 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1522.19680 Truss Label: C53 JB / DF 11/10/2017 4'10"8 9'9" 4'10"8 + 4'10"8 12 .4r4X4fR1) 4 p B 1113X3 13X3 A C � T io (V 1 F ctgl E D 1112X4[3] =3X8 1112X4[12] 10"8 8, 10"8 4'10"8 4'10"8 4'10"8 919" 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):-0.036 B 999 240 G 368 /190 /168 /- /135 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.076 C 174 180 H 368 /190 /168 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 B - - Wind reactions based on MWFRS Des Ld: 37.00 EXP'D HORZ(fL):-0.010 B G Min Brg Width Req= 1.5 Mean Height:25.90 ft Code/Misc Criteria CreepFactor:1.5 H Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf Bearings G&H are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.557 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.752 Re Factors Used:Yes Max Web CSI: 0.355 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft p Maximum Web Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:20(0)/5(2) Webs Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-E 434 -227 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 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [3] W2X4 S 2.25 [12] W2X4 S 2.25 Purlins In lieu of structural panels or rigid ceiling use purlins la9ilfltfffy�� to laterally brace chords as follows: r Ap Chord Spacing(in oc) Start(ft) End(ft) ��►S ! )1�4`4y TC 62 0.00 9.75 �� ■ BC 75 0.00 9.75 �s� S I've Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. • o e � Wind O. 648 Wind loads based on MWFRS with additional C&C — member design. End verticals exposed to wind pressure.Deflection =� o ATE • �I meets U240. or •. of Left and right cantilevers are exposed to wind ;o. C � 4027 At� g wffeuuuu 11/10/2017 "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 ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicable. ApplOates to each face.oftrussand position as shown above and on the Joiin Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the a,,1TWMM„q,,,. truss in conformance with ANSI] 1,or for handlin4,shippinfq,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 s iit-ablllty 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:w Jccsafexrg Orlando FL,32837 „ J9b Number: 502248 Ply: 2 SEON:687294 /T13 COMN Cust:R9353 JRef: 1W5T93530015 1J52 N.ATLANTIC BEACH DUVAL CTY City: 1 FROM:RCT DrwNo: 314.17.1522.25093 Truss Label: C54 2-PLY JB / DF 11/10/2017 2 Complete Trusses Required a'1 o"a s•s" 4'10"8 4'10"8 12 =4X4 4 p B ,3X3 13X3 A C m T v Lj io lV 1 F Gr9E H D 1112X6[3] --3X8[6] 1112X6[12] 10"8 8• 10"8 i 4'10"8 4'10"8 r 4'10 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): 0.025 E 999 240 G 2406 1863 /- !- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.055 E 999 180 H 2554 /909 /- /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.003 B - - Wind reactions based on MWFRS Des Ld: 37.00 EXP'D HORZ(TL):-0.007 B G Min Brg Width Req= 1.5 Mean Height:25.90 ft Code/Misc Criteria CreepFactor:1.5 H Min Brg Width Re 1.5 NCBCLL:0.00 TCDL:4.0 psf q Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.196 Bearings G&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.573 Spacing:24.0" C&C Dist a:3.00 It Rep Factors Used:No Max Web CSI: 0.253 Members not listed have forces less than 375# Loc.from FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(Ibs) GCpi: Any Chords Tens.Comp. Chords Tens. Comp. i:0 0.18.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 A-B 242 -659 B-C 242 -659 Lumber Purlins Value Set:13B(Effective 6/1/2013) 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. Top chord 2x4 SP#2 Bot chord 2x6 SP#2 Chord Spacing(in oc) Start(ft) End(ft) A-F 211 -524 E-C 662 -217 Webs 2x4 SP#3 TC 62 0.00 9.75 A-E 664 -218 C-D 211 -524 BC 117 0.00 9.75 Lumber value set"136 n "uses design values 9 Apply purlins to any chords above or below fillers approved 1/30/2013 by ALSC at 24' OC unless shown otherwise above. Nailnote Wind Nail Schedule:0.131"x3",min.nails Wind loads and reactions based on MWFRS. Top Chord:1 Row @12.00"o. End verticals exposed to wind pressure.Deflection Webs :1 Row @ 4""o.c. Bot Chord:1 Row @ o.c..c. meets U240. .c Use equal spacing between rows and stagger nails Left and right cantilevers are exposed to wind in each row to avoid splitting. tf ulfw (1)1/2"bolts MAY BE USED FOR (2)0.131"x3",min.nails ON THE BOTTOM CHORD ONLY. O`� ••'08 • •e••• f� Special Loads •••�� S �•'s -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) g� TC-From 55 plf at 0.00 to 55 plf at 9.75 g ; o • BC-From 10 plf at 0.00 to 10 plf at 9.75 ; O. 648 BC- 864 Ib Conc.Load at 1.52,3.52,5.52,6.23 1 ; 8.23 * i i� • .Y Plate Shift Table x,. E ++ • �. JT Plate Lateral Chord JT Plate Lateral Chord . •o • No Size Shift Bite No Size Shift Bite ��,��••• /C� pP+•• �/� 3 W2X6 S 3.25 [ )8 W3X8 S 1.75 �� /� ••• OR, •�� [12] W2X6 S 3.25 4�i,//¢ '+•.....•'+ #0 +urtiewtuu►t►�1f� 11/10/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown for_permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face.otruss and position as shown above and on the Joint9Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildincLComponents Group Inq.,shall not be responsible for any deviation from this drawing,apy failure to build the mnwcowmy truss in conformance with ANSI/TPI 1,or for handling,s111pping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the 9uilding Designer per ANSIITPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or:SBCA:www.sbdndust .com;ICC:www.iccsafe.org Orlando FL,32837 J;b Number: 50224B Ply: 1 SEQN:825110 /T9 GABL Cust:R9353 JRef: 1W5T93530015 .U52 N.ATLANTIC BEACH DUVAL CTY Qly: 1 FROM:RCT DrwNo: 314.17.1522.30410 Truss Label: D55 JB / DF 11/10/2017 4'10' 60.4 72'8 F 12.0.8 4'10' 12"a 1T4 4.10- 4+1•a•--{72 =4X4 (TVPj p ,3X4 F 3X4 E G A K C71 C1 V L R P __3X88 1278 12.0.8 1278 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs),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):-0.002 E 999 240 L* 186 /94 /52 /- /23 /144 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.003 D 999 180 Wind reactions based on MWFRS Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL):-0.022 A - - L Min Brg Width Req= - Des Ld: 37.00 EXP.D HORZ(TL):-0.031 A Bearing V is a rigid surface. NCBCLL:10.00 P Mean Height:25.80 ft Code/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 2010 RES Max TC CSI: 0.102 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.076 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 It Rep Factors Used:Yes Max Web CSI: 0.218 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:Any FT/RT:20(0)/5(2) A-E 377 -89 G-K 376 -87 GCpi:0.18 Plate Type(s): F-G 376 -12 Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.16 Lumber Additional Notes Maximum Web Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) See DWGS A16030ENC101014&GBLLETIN1014 for Webs Tens.Comp. Webs Tens. Comp. Top chord 2x4 SP#2 gable wind bracing and other requirements. E-Q 592 -353 Q-G 593 -354 Bot chord 2x4 SP#2 Webs 2x4 SP#3:C1,C11 2x6 SP#2: Maximum Gable Forces Per Ply(Ibs) Lumber value set 136"uses design values Gables Tens.Comp. Gables Tens. Comp. approved 1/30/2013 by ALSC R-E 480 -314 G-P 481 -315 Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) 11MIltlyf41f4. TC 75 0.00 12.04 r BC 120 0.00 12.04 Apply OCown tunless shrotherwi a abovew fillers at chords above A��;. ■ ■S •.V•/f V a • Loading , i Truss designed to support 2-0-0 top chord outlookers � O. 648 � and cladding load not to exceed 11.50 PSF one face • ■ and 24.0"span opposite face.Top chord must not s :: ; be cut or notched,unless specified otherwise. 4 � O Wind $_ ,�•, �4TE ,•� Wind loads based on MWFRS with additional C&C ®i ty. • member design. OR`Q;•'`�� End verticals exposed to wind pressure.Deflection �i�� '••A*,�■■' �� 4 meets U240. #0 278 s'oIVML. .� +,mewlIT10"V 11/10/2017 **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 d-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r! id ceiling Locations shown for ermanent lateral restraint of webs shall have bractri installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face ofptruss 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 ,N„w truss in conformance with ANSI PI ro,P,u,1. PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,. 2400 Lake Orange Dr. listing this drawingq 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. insLor;SBCA:www.sbdndust .com;ICC:www.iccsafe.org Orlando FL,32837 Jipb Number. 50224B Ply: 1 SEAN:1325107 /T29 COMN Curt:R9353 JRef: 1W5T93530015 ,L/52 N.ATLANTIC BEACH DUVAL CTY Qty: 2 FROM:RCT DrwNo: 314.17.1522.34160 Truss Label: D56 JB / DF 11/10/2017 6'0"4 12'0"8 r 674 + 6'0"4 -r 12 =5X5 4 p B A 3X4 io W5 a io "v W1 F E D 1112X6 =3X8 1112X6 6'0"4 6'0"4 6'0"4 12'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) 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):-0.006 B 999 240 F 450 /247 /217 /- /252 /10.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.014 B 999 180 D 450 /247 /217 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 B - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL):-0.004 C - - F Min Brg Width Req= 1.5 Mean Height:26.11 ft Code/Misc Criteria CreepFactor:1.5 D Min Erg Width Req= - NCBCLL:10.00 TCDL:4.0 psf Bearing F is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.890 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.611 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.423 Members not listed have forces less than 375# FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.16 A-B 394 -321 B-C 394 -321 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 member design. Chords Tens.Comp. Bot chord 2x4 SP#2 End verticals exposed to wind pressure.Deflection F-E 390 -350 Webs 2x4 SP#3:W1,W5 2x6 SP#2: meets U240. Lumber value set"136"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 byALSC Webs Tens.Comp. Webs Tens. Comp. Purlins A-F 612 -404 E-C 324 -438 In lieu of structural panels or rigid ceiling use purlins A-E 324 -438 C-D 612 -404 to laterally brace chords as follows: B-E 415 -222 Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 12.04 BC 120 0.00 12.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Rh� Hangers/Ties hangerV�� FtF,y��4 manufacturer tested capacitiesandcalculations.. •`•7'`•,• , .S•n�••Y•J+ Conditions may exist that require different •• V C + connections than indicated.Refer to manufacturer �. • • publication for additional information. $ O. 648 Bearing at location x=11'9"B uses the following ; • • support conditions: Bearing D (11'9"8,20'7")HTU26 $ ; Supporting Member.(1)2x6 SP SS Dense i�TE y y� (20)0.148"x3.25"nails into supporting s • • 1member,0supportedp ( 148'X1.5"nails into �� ••'•.F' O�i••• �r ember. z". •••:O R,•••• 11/10/20 "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 BCS)(Building Component Safety Information,by TPI and SBCA) 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 rinid ceiling Locations shown for_permanent lateral restraint of webs shall have bracinq installed per BCSI sections$3,B7 or 910, as applicable. Apply Oates to each face otruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alping,a division of ITW Buildip/$Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A,nWCOWAW truss In conformance with ANSIPI1,or for handlinct,shippinlq,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 s i ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.tpinst.or;SBCA:www.sbcindus .com;ICC:www.iccsafe.org Orlando FL,32837 J4)b Number. 502248 Ply: 1 SEAN:825113 /T33 MONO Cust:R9353 JRef: 1W5T93530015 JJ52 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DnwNo: 314.17.1522.44093 Truss Label: E57 JB / OF 11/10/2017 i 5'7"4 6.q"8 r 5'7"4 5.,4 4 12X8 C \\\3X4 A ZD io 0 io W1 F ED 1112X6 =4X4[3] 5'5"8 8 A 6'0'8 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.017 B 999 240 F 640 /436 /- /- /60 /10.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.037 B 999 180 D 652 /343 /- /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.017 B - - Wind reactions based on MWFRS EXP'D HORZ L: 0.036 B F Min Br Width Re 1.5 Des 37.00 ht:26.11 ft � ) g q NCBCL Mean Height: 10.00 g Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req=9 - Soffit: 2.00 TCDL:4.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.664 Bearing F is a rigid surface. BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.519 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.664 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.0525.16 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Top chord 2x4 SP#2 Left end vertical exposed to wind pressure. Bot chord 2x6 SP SS Dense Deflection meets U240. Webs 2x4 SP#3:W1 2x6 SP#2: Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Special Loads ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at 0.00 to 55 plf at 6.04 BC-From 10 plf at 0.00 to 10 plf at 6.04 BC- 450 Ib Conc.Load at 2.06,4.06 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite A-4i4 [3] W4X4 S 2.50 ,V`Y•••• • R•Ir Purlins [\�.S'' S�••• In lieu of structural panels or rigid ceiling use purlins V �' • to laterally brace chords as follows: t� Chord Spacing(in oc) Start(ft) End(ft) $ : �. 648 • r • TC 75 0.00 6.04 � . • BC 73 0.00 6.04 Apply purlins to any chords above or below fillers x at 24' OC unless shown otherwise above. _ •4 ATE ry Hangers/Ties y % F P •��y (J)Hanger Support Required,by others , �j�•�••�QR,�,•••`� #0 279","',�S/0WA1%L_� G . +rutte+utu++4r�"f� 11/10/2017 "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) y safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached rigid ceilin Locations shown forpermanent lateral restraint of webs shall have brach installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face,oftruss and position as shown above and on the Joint9Details, unless noted otherwise. f�efer 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 mmyroMPAW truss in conformance with ANSI 1,or for hand[Ing,shlppinq,installation and bracing of trussesA seal on this drawing or cover pa�e.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essiona engineerm responsibility solely for the design shown. The sul ability Suite 150 and use of this drawing for any structure is the responsibility of the�uilding Designer per ANSI/TPI 1 Sec.2. Orlando FL,32837 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t insLorg;SBCA:www.sbcindus .com;ICC:www.iccsafe.org Job Number: 50224B Ply: 1 SEQN:825116 /T34 MONO Cust:R9353 JRef: 1W5T93530015 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1522.48403 Truss Label: E58 JB / DF 11/10/2017 5:Z"4 6'q"8 r 5T•4 5.,4 4 2X8 C <3X4 A SO m io I io 0 F ED 1112X4[1] =4X4[3] 5'5"8 5'S"8 s'o'a 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): 0.012 B 999 240 F 226 /29 /135 /- /272 /10.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.037 B 999 180 D 226 /282 /176 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.013 B - - Wind reactions based on MWFRS EXP'D HORZ L 0.039 B F Min Br Width Re 1.5 Des Ld: 37.00 (T ) g q= Mean Height:26.11 ft NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= -Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.587 Bearing F is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.469 Re Factors Used:Yes Max Web CSI: 0.191 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft p Maximum Bot Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:20(0)/5(2) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.16 F-E 89 -383 Lumber Value Set:134(Effective 6/1/2013) Maximum Web Forces Per Ply(Ibs)Webs Tens.Comp. Webs Tens. Comp. Top chord 2x4 SP SS Dense Bot chord 2x4 SP#2 A-E 474 -110 B-E 414 -174 Webs 2x4 SP#3:W1 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 [1] W2X4 S 2.25 [3] W4X4 S 2.75 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords follows: FLEY Chord Spacing(in oc) Start(ft) End(ft) '9!j TC M 75 0.00 6.04 A,V` 04 Apply purlins to any chords above or below73 0.00 fillers hers [tiv `'-++`••• • •�••0% at 24' OC unless shown otherwise above. V + V • Hangers/Ties eQ (J)Hanger Support Required,by others : 0. V Wind • • Wind loads based on MWFRS with additional C&C s3 .• AT member design. + • (v $ Left end vertical exposed to wind pressure. ..�,i/��+�•+�� QP+++� �/ Deflection meets U240. �+ `•.,,OR�,.•+ ll 40 2�s" ','S/OIVA11/10/2017 L�� • —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 d herwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached rigid ceiling Locations shown forermanent lateral restraint of webs shall have brach installed per BCSI sections B3,B7 or 910, as applicabgle. Apply plates to each face ofptruss and position as shown above and on the Jo1nt9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc..shall not be responsible for any deviation from this drawing,aniy failure to build the A nWCOMP W truss in conformance with ANSI 1,or for handlinT shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. Listing this drawingcr indicates acceptance of pro essiona. engineerin responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any slPructure is the responsibility of the Building Designer per ANS11TPI 1 Sec.2. Far more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t instor :SBCA:www.sbcindust .com:ICC: wwwjccsafe.org Orlando FL,32837 STRONGBACK BRIDGING REC❑MMENDATI❑NS •• ►All scab-on blocks shall be a minimum 2x4 B BUTT BRIDGIIVGROTOGBBETHER 'stress graded lumber,' w ►All strongback bridging and bracing shall be a Minimum 2x6 'stress graded lumber,' 4' so-The purpose of strongback bridging is to -01 ATTACH SCAB WITH 10d BOX/GUN develop load sharing between individual trusses, 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT resulting in an overall Increase in the SCAB 6O.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 STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' —0' o,c, (max,) NOTE: Details 1 and 2 are the preferred attachment methods sp.-The terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO mistakenly used interchangeably, 'Bracing' is an WEB W/ <3) 10d COMMON 2 Important structural requirement of any floor (0,148'x3') NAILS OR (4) 10d BOX/GUN or roof system Refer to the Truss Design O28'x3,0') NAILS Drawing (TDD) for the bracing requirements for each individual truss component, 'Bridging,' 00 particularly 'strongback bridging' is a o recommendation for a truss system to help a° control vibration, In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce ° STRONGBACK BRIDGING 'bounce' or residual vibration resulting from SPACING REQUIREMENTS moving point loads, such as footsteps, Up to 10'None requlred 10'to 20'1 raw(at center of The performance of all floor systems are (2) 10d COMMON (0.148'x3,0') OR 20'to 30'2 roes(I at each U3 Ints) enhanced by the installation of strongback BOX/GUN (0,128'x3,0') NAILS AT 2x6 (MINIMUM) STRONGBACK 30'to 40'3 roes(I at-6 U4 6hts) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END, Over 40' Spice roes at 10'ac nts) bridging and therefore is strongly recommended SCAB-ON BLOCK. ATTACH by Alpine, STRONGBACK TO BLOCK W/ (3) lOd COMMON (0,148'x3.0') NAILS For additional information regarding strongback OR (4)I0d BOX/GUN (0.126'x3.0') 4 g g g NAILS. O bridging, refer to BCSI (Building Component Safety Information), o° s� o itrilli>Up��Jy ATTACH ST • • • TO BOTTI3 CHORD TH (2) #10 SCRE / r STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES : Q' 648 M wwVARNINGiww READ AND FOLLI]V ALL NUTES BH THIS DRAVINa • .ri w T PSF REF STR❑NGBACK IPMTANTws FURNISH THIS BRAVING TO ALL CONTIMTBRS INCL.UHING DE INSTALLERS /� Trusses require extreme core in fabricating,handing,shipping,Installing and bracing. Refer to�mhd follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)For saf5¢y a wr�se�r►► T# DL PSF DATE 10/01/14 prnctices prior to performing these functions. Installers shall provide temporory bracing per HLC551S�'yy Unless noted otherwise,top chard shall have properly attached structural sheathing and bottom Cin +' I'1t ',�' PSF DRWG STRBRIBR1014 shall have a properly nttach,d Ngld caning. Locations shown for permanent lateral restraint of O shall have bracng Installed per SCSI sections H3,B7 or 1110,as applicable. Apply plates to each fa� Y+ *• of truss and position as shown above and on the ions. Details,unless noted otherwise. ♦ F� QX" ` PSF Refer to drawings 16M-Z For standard pinta positions. � VeA �•,M OR + ~ AN tFdspdrn:ng uybrafnRur�e touw�nd a�a.,ssin�o f Inc.e.itn aNsviPi 4 o�e r handling,eshppino r �j/l�, •��+�>,ss�6�� + LD, PSF InsA sial on this loving or cover page Ustilg this drawing,Indicates acceptance of professional \\13723\Riverpon\Drive a^W^e�^o rw tlty sdwhr for tthe design shown The sultabuty and use of this dewing �/fII/�/ONA4 UR. FAC, 1,00 I\Suite\200 far any structure k the responsirlUty of tlx Bulding Designer per ANSVTPI I Sam& \\Maryland)Helghis,1 M0163043 Fr narx Infornntion ser this Job's general notes page and these web skew �ws( SPACING ALPIND rrcal Ineltr,conr TPh ow.t InstgrBN SHCA,wrwsbc nadus1: ,orgt ICO vdccsnfe,org 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 -W Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag,' Roof Trusses ! Avoids 'dips' in roof ridgelines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adjacent clear span trusses, Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the Scissors Trusses 24 0,75' (horizontal) 1,25' (horizontal) Location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof ------------------------------------------------------- drainage system, The Building Designer shall also specify Truss Type Recommended Camber any dead load, live load, and in-service creep deflection Pitched Trusses 1,00 x Deflection from Actual Dead Load criteria for flat or low-slope roofs subject to ponding Loads, Sloping Parallel 1,5 x Vertical Deflection from The amount of camber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras, Floor Trusses (0,25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control vibration, Flat Roof Trusses ��u(,0,25 x Deflection from Live- Load) + C Design Dead Load Deflection) The following tables are provided as guidelines for Notes Th z . �/► e considerably less than limiting deflection and estimating camber, Conditions or t �s �.� codes may exist that require exceeding these �, • recommendatlons, or past experience may warrant using 3 • more stringent limitations, w�i f . 648 f wsVARNDQwx READ AND FOJJIV ALL NOTES ON.THIS DRAVINGI i , • . . REF DEFLEC/(AMB —DO'CIRTANTo FlRN SH TFDS BRAVING TD ALL CONTRACTORS RJIS.N M THE INSTALLERS • • Trusses require extreme care In fabricating,hank; shipping,In.tal"_and bracing, Refer t a • : DATE 10/01/14 foil.■the latest edltlon of BCS((Building Conponent Safety lnforna lion,by TPI and SBCA)for s ety practices prior to perforning these functions. Installers shall provide tenporory braclnp per B I, • Unless noted otherwise,top chord shall have properly attached structural sheatlilng and bottomr.�hor ; ATE Q DRWG DEFLCAMB1014 shall have a properly attached rlgld ceiling. Locations shown for permanent lateral restraint of O shall have bracing Installed per BCS(sections B3,B7 or BLO,as applkable. Apply plates to each •g, of truss.nd position as shown above and on the Joint]).tells.unless noted otherwise. • a Refer to drawings 16CA-Z for standard plate posltlons. �� • �/ �pP•• Alpine,a dlvislon of ITV Bu&ding Conponents Group Inc shall not be responsible for any deviation f ••ff j�OR •• a MI RW ODMP/WY this drawtrp,any failure to build the truss In conformance with ANSI/TPI L or for handling,shipping, //��/� •bf��s••a• Installation L his bracing of trusses. I 1.\"/7 � r A sea on this drawing or cower page design the drawing,indicates acceptance this profession. I V.V\h4- ��` ` "..ite\11 200 pon\Drive forFnany respons6 K resp for the denlpn shown. The suitaper and use of chis drawtr�g \\Suite\200 for ory s�ucba�e is the responsibility of the BWdlnp Designer per AILSI/TPI t SecE \\Maryland\Heights,\MO\63043 For more information see this Job's general notes Page and these web sites, .c ALPINE,www.al Ineltwonl TPI,w eApinst.orgl SBCA,www.sbcndustry.orgl 1CG wwwJccsafe.org a Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 e Or, 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace r (1) 2x4 'L' Brace x (2) 2x4 'L' Brace rr (1) 2x6 'LBrace w <2) 2x6 'L' Brace r Bracing Group Species and Grades, Gable Vertical No Spacing Species I Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group At SSSP ruce-Pine-Fir F #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' IS' 7' 12' 0' 13' 9' 14' 0' #1 / #2 rd Hen-Fir #2 StandaStud r #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' #3 Stud1 #3 IStandnrd 0) O u Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11''11' 13' 7' 14' 0' H Stnndnrd 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' B' 11' 9' 8' 10' 4' 13' 1' 14' 0' Dou las Fir-Larch Southern Plnewrr #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' e' 11' 9' 3' 11' 9' 12' 2' 13' 11' 14' 0' #3 #3 J S P #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' e' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' Stud Stud #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' e' 9' 9' 1' 10' 1' 10' 10' 13' 8' Standard Standard RSI D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10' 1' 10' 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' Group Bi _ #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0'' 14' 0' Hen-Fir _ S P F #3 4' 0' 6' 7' 7' S' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' #I 4 Btr Lf H F Stud 4'"0• 6' 7' 7' 0' 8' 4' 8' 8' 9' ill 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' #1 O �l Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10' 12' 8' 14' 0' 14' 0' Douglas Fir-Larch Southern Pinerrw / SP #2 4' 2' 7' 2' 7' 5' 8' 5' 8' J. 10' 1'' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #2 #2 Ej #3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' 1x4 Braces shall be SRH (Stress-Rated Board). DFL Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' QJ a-1 rrFar 1x4 So, Pine use only Industrial 55 or Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards, Group B _Q #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these' rndes, d SPF #34' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes, u U u fl F Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. O standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10' 11' Il' 5' 13' 7' 14' 0' 14' 0' 14' 0' Provide uplift connections for 135 plf over X #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d Zk SP #2 4' 8' 7' 11' 8' 2' 1 9' 4' 1 9' 8' 1 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers 03 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang, .--I D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' 11' 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' AboutAttach 'L' braces with 10d (0.128'x3,0' min) nails. It able Truss )K For (1) 'L' brace- space nails at 2' o.c, In 18' end zones and 4' o,c. between zones. Diagonal brace option, )K)Wor (2) 'L' braces- space nails at 3' o.c. In 18' end zones and 6' o.c. between zones, vertical length may n,be T doubled when diagonal 18 )K 'L' bracing must be a minimum of 80X of web brace Is used, ConnectL member length, diagonal brace for 690# 'L' at each end. Max web Brace Gable Vertical Plate Sizes total length Is 14'. 31 X Vertical Len tin No Splice 2x6 DF-L #2 or 4 Less than 4' 0' 2X4 better diagonal r ,� Greater than 4' 0', but 4X4 Vertical length shown bracer single 8, . to less than 12' 0' In table obove, or double cut I 45' (as shown) at 1 !! + Refer to common truss design for upper end, peak, splice, and heel plates. o nous. ring Refer to the Building Designer for conditions Connect diagona at t not addressed by this detail. midpoint of vertical web. Refer to chart a ve f e ergthlL NWARNMM=READ Arra FULLOV ALL NOTES ON THIS BRAVINIi REF ASCE7-10-GAB16030 Pt "DTANTws FIRNISH THIS DRAVING TO ALL cDMRACTIRS D4CLUDING TIE INSTALLERS r Trusses requh-e extreme—in fabricating,handling,shipping,Installing and bradng• ReFer J. follow the latest edition of BCST(Buftding Component Safety Information,by TPI and SBCA)pfor sd%ety 9 DATE 10/01/14 poi ss not prior tto ralse otop chord holt haOe prop`ererty Otto shalt provide uural sh'ear hi o arM bottom he ®+ Il w, shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of b ♦♦ • `�� Q: DRWG A16030ENC101014 RAPD ,�J shall have bracing Installed per BCSI sections B3,B7 or B10,as applicable. Apply plates to each f(,rp O♦ ♦! '� d 11 ILJJ� of truss ad position as shorn above and on the Joint Details,unless noted otherwise. (�� * A Rr Refer to drawings 16CA-z for standard plate positions. RVQ a�► Alpine,�,my failure to build theptru truss InG onfarmonce with ANSIPI responsible rfor handlin,shppn, l4l+Ol ao �N Irwoolvl�iwY this drawf ITW lt g sh,Pwne. ,y lswristv TOT, LD, 60 PSF Installation L is dna of trusses. G\� A sent an this drawing or cover page listing this drawing,Indicates acceptance of professional y \\Suitek Riverpon\Drive engFneeNng resporMhlltty smsp far the design shorn TM seer per and use of this draWig y A \\Suite\200 far arty strucbre is the respansBrltty of the Building Designer per AI6I/IPI t Sect. ♦�.., \\Maryland\Heights,\MO\63043 For more Infarnntbn see this Job's general notes ppage and these web sites, 'ewN=lull MAX, SPACING 24,0 ALPINES www.alpine1tw.conl TPI www.tpins0.org1 SBC,N www.sbclndustry,org)ICC.wwwlccsafe,orp 41n 172 Gabe Detail �T ((I??I For Let-in Verticals Gable Truss Plate Sizes About + Refer to appropriate Alpine gable detall for • II minimum plate sizes for vertical studs, (E)Refer to Engineered truss design for peak, splice, web, and heel plates, ®If gable vertical plates overlap, use a + single plate that covers the total area of the overlapped plates to span the web, Ve tical + 2*2X4 *2X8 Le lith Example, 'T' Reinforcement Attachment Detall 'T' Reinforcing 'T' Reinforcing Member Member ' + Toe-null - Or - End-nail 131 R + + To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails, Maximum allowable 'T' reinforced gable vertical 10d Common (0,148'x 3,',min) Nails at 4' o.c. plus length Is 14' from top to bottom chord, (4) nails In the top and bottom chords. 'T' reinforcing member material must match size, Rigid Sheathing Toenalled Nails, specie, and grade of the 'L' reinforcing,member, 10d Common (0,148'x3',min) Toenails at 4' o.c, plus eb Length Increase w/ "T° Brace 4 Nnll (4) toenails In the top and bottom chords, 9 'T' Relnf, 'T' •T, This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Reinforcing wind load. Member 2x4 30 ASCE 7-05 Gable Detail. Drawings Example, 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph 9 Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o,c, SP 113 4' o,c, A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENCIO1014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20 IIPtlIMI 'T' Brace Increase (From Above) = 307 = 1,30 A11530ENC101014, A12030ENC101014, A14030ENC101014, � ICCil01 � � (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A2003OENC101014, A20030END101 1 / C +�J� Maximum 'T' Reinforced Gable Vertical Length S11515ENCI00815, S12015ENC100815, S14015ENC1I 1,30 x 8' 7' = 11' 2' S18015ENC100815, S20015ENC100815, S20015EN 0 •�*� S11530ENC100815, S12030ENC100815, S14030 1� X461 04� t S18030ENC100815, S20030ENC100815, S2003 ND1008 S2� PED10 815 4 Nall • Calling See appropriate Alpine gable detall for maxi unrorc 6.lot le • mVARNING"READ AND FOLLOV ALL NOTES a THIS DRAVINO a WREF LET-IN VERT "DWORTANTo FURMSH THIS DRAVING TO ALL CONTRACTORS DUIUDDIG nE DISTALLERS Trussesrequire extreme care In fabricating,handling,shipping,InstalUng and bracing. Refer t nd rf follow the latest edition of SCSI(Bu6ding Component Safety Information,by-TPI and SBC-A)for soAT t ,� E + DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BC •• •• Unless noted otherwise,top chord shall have properly attached structural sheathing and ottom + shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of w •. 0 •• oo DRWG GBLLETIN1014 Il shall have bracing Installed per BCSI sections B3,B7 or Big,as applicable. APPLY Plates to each fa • Q • - Q I'L�� of truss and position as shown above and on the Joint Details,unless noted otherwise, 't•♦�O[1, ••• Refer to drawings 16CA-Z for standard plate positions, ••t•riso• cA� Alpine,a division of ITV Building Components Group Inc shall not be responsible for any deviation from G VV AN fTWCOMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,skipping, 's)�0/0N eA� {i MAX, TGT, LD, 60 PSF Installation L bracing of trusses, p0� ry A seal on this d-awIng or cover page Usting this drawing,Indicates acceptance of professional 'v(w 11 13723k Riverport\Drive �mey'"i^gresponsibility Is he responsibility design the Building Designer per A SI/TP1 of ec`�°wIng ��u DUR, FAC, ANY \\smle\soo #0 278 11/10/2017 \1 Maryland\Heights,\MO\63043 1 For more Information see this Job's general notes page and these web sitesi MAX, SPACING 24,0' ALPINE,www.alpineitw.comi TPh wwr,tpinst.orgi SBCA, www.sbcindustry.orgi ICCs wwwJccsafe.org Alpine, an ITW Company 2400 Lake Orange Dr.,Suite 150 Orlando,FL 32837 ALPINE phone:(800)755-6001 R.ry alpineitw.com Site Information: Customer. Gleckler&Sons Building Supply Job Number 50224C JobDescription: L/52 N.ATLANTIC BEACH DUVAL CTY Address: J City,State,Zip: ATLANTIC BEACH,FL Name,Address and License#of Structural EOR if one exists for the building: Name: LUIS PONTIGO 53311 License#: LUIS PONTIGO 53311 State: Address: 496 OSCEOLA AVE JACKSONVILLE,FL 32250 City,State,Zip: Job Engineering Criteria: Design Code: FBC 2010 RES View Version: 17.01.00.0525.17 JRef#, 1 W5T93530016 Wind Standard: ASCE 7-10 Wnd Speed(mph): 130 Roof Load(psi): 20.00-7.00-0,00- Floor Load(pso: None 10.00 This package contains a job notes page, 34 truss drawings and 1 details. Item Seal# Truss item Seal# Truss 1 314.17.1514.47123 G59 2 314.17.1515.13747 G60 4-PLY 3 314.17.1515.16413 G61 4 314.17.1515.27677 G62 5 314.17.1515.32617 G63 2-PLY 6 314.17.1515.35613 G64 7 314.17.1515,38167 G65 8 314.17.1516.15277 G66 9 314.17.1516.18187 H67 10 314.17.1516.20663 H68 11 314.17.1516.23017 H69 12 314.17.1516.25910 H70 13 314.17.1516.29160 H71 14 314.17.1516.33643 172 4-PLY 15 314.17.1516.36130 J72 16 314.17.1516.39370 J73 17 314.17.1516.44750 J74 2-PLY 18 314.17.1516.47910 K66 19 314.17.1516.50760 K67 20 314.17.1517.07500 K75 2-PLY 21 314.17.1517.10723 L68 2-PLY 22 314.17.1517.13227 L69 23 314.17.1517.15647 L70 24 314.17.1517.39060 M712-PLY 25 314.17.1517.41970 EJ72 26 314.17.1517.45323 EJ73 27 314.17.1517.48063 HJ74 28 314.17.1517.53383 HJ75 29 314.17.1517.58903 HJ76 30 314.17.1518.02003 CJ77 31 314.17.1518.05290 C rr 314.17.1518.08287 CJ79 3 314. 7 .1 V & Associates Inw 3 314.17.1518.25940 CJ81 Consulting Structural Engineers � NO EXCEPTION TAKEN ❑ MAKE CORRECTIONS Nf�iED O �F*. . r 0, ❑REJECTED-SEE REMARKS ❑ REVISE &RESUBMIT Review is for the limited purpose of checking for conformanC9 i with the design concept and the information expressed in the p, ; contract documents. No approval is implied for the accuracy or completeness of deiralis, quantities, dimensions, weights or i gauges, fabrication processes, construction means or methods. ; ATE coordination of the work with other trades or construction safetyR� 9p.�� precautlons,all of which are the sole responsibility at the :,�� !.�� aR� �,G� a Contractor.The Contractor is responsible for dimensions to be `�.,,��`s�;'• +.• ' w\ ate, confirmed and corre!ated at the site.Review of a speCMIC Item shall not include a rev 2w at ttire assembly of which the 4'►un UM11uu+4""%?, :�,r.G°io-submissiorl watt cover only - This document has been elactronimhy signed item is a coml3or'r%ni. t:."- and seated u:ir,ga Digital signature.Printed designat4d ChailLJc s«ri �i;:.mit al and other changes cieariy copies vr;thout an originals!gnature must be Identified tyy the Contractor. 11/10,12017 verified using the original electronic version. BY: �_ R --N Date : Flori e 1 Ica e o roduct Approval#FL1999 Printed 11/1012017 3:40.37 PM Job number: 50224C Ply: 1 SEQN:687263 /T43 COMN Cusl:R9353 JRef: 1W5T93530016 L/52 N.ATLANTIC BEACH DUVAL CTY Qty: 4 FROM:RCT DrwNo: 314.17.1514.47123 Truss Label: G59 JB / DF 11/10/2017 61"6 11'8"11 16'1"4 20'5"14 26'1"2 32'2"8 r fi'1"6 5'7 4 44"10 4'4"10 + S'7"4 + 6'1"6 2.5 2 T2 —7D6 =10X10 T =10X10 T3 T o C E So B F N O 1 sya A =5X6(A2) =3X4 =5X6 =5X6(A2) G t1 6'1"6 5'9"8 8'4"12 5'9"8 "6 1 6'1"6 11'10"14 20'3"10 26'1"2 -J2y2"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 L/def! U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.699 D 534 240 A 802 /551 /303 /- /51 /9.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.598 D 233 180 G 794 /546 /300 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.149 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL): 0.342 H - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:31.52 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 TCDL:4.0 psf Bearings A&G are a rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.991 9 g d surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.986 Spacing:16.0 C&C Dist a:3.22 ft P Re Factors Used:Yes Max Web CSI: 0.402 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 B-C 2372-3660 D-E 2418 -3675 Lumber C-D 2403 -3655 E-F 2387 -3680 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x8 SP SS Dense:T2,T3 2x8 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-1 3697 -2325 H-F 3719 -2342 Lumber value set"l 3B"uses design values I-H 2690-1693 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Tray Scab(s) Webs Tens.Comp. Webs Tens. Comp. scab e (2)2x8x13- x Dense scabs at each end. C-1 491 -607 D-H 1054 -645 Attach one scab to eachch outer face of chord with: 0.131"x3",min.nails @ 8"oc,plus additional nail I-D 1032 -627 H-E 500 -620 clusters at:BRG.:(2),heel:(4),1 st panel point:(2). Purlins In lieu of structural panels or rigid ceiling use purlins ItlrNipytp��49t4 to laterally brace chords as follows: C TrCd Spaci4$(in oc) 6.12 Start(ft) End9.99ft) ®��•�;• • •� �+Y.JIA. TC 47 9.99 26.09 BC 45 0.54 19.44 • Apply purlins to any chords above or below fillers a�p a at 24"OC unless shown otherwise above. ; �. 648 1, Wind • Wind loads based on MWFRS with additional C&C a ° ATE ' member design. i + F�OR\OP•++,�c4 3r 40278 �s L• �J� 11/10/2017 "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 andSBCA) 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 ce"Ilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, _ as applicable. Appy plates to each face.oftrussand position as shown above and on the Join Details, unless noted otherwise. (tefer to ALPINE� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildinc�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,t, ro,H,µ,. truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essionar engineering responsibility solely for the design shown. The suiPabllity g and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.or ;SBCA: www.sbcindust .com;ICC: www.iccsafe.org Orlando FL,32837 ' Job Number: 50224C Ply: 4 SEAN:687217 /T33 COMN Cust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 2 FROM:RCT DrwNo: 314.17.1515.13747 Truss Label: G60 4-PLY JB / DF 11/10/2017 4 Complete Trusses Required 6'1"6 11'8"11 2 "1I 6142 32"8 410 640 '7 65'7"4 4'10 1114X8 2.5 o T2 D =10X10 =10X10 T3 E o C o B F N 0 Zo 1 - A4X4AHC' 1 e ) 4 TO = =A =3Xsa 1 1 ` 6'1"6 + 5'9"8 + 8'4"12 5'9"8 7 6.1.16 ; 6'1"6 11'10"14 20'3"10 26'1'2 22 2"8 Loading Criteria(psq 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): 0.607 H 615 240 A 1101 /706 /- /- /- /9.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.385 H 269 180 G 1850 /1189 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.118 C - - Wind reactions based on MWFRS EXP:D 0.269 C A Min Br Width Re 1.5 Des Ldg: 37.00 Mean Height:31.52 ft HORZ�L): g q NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf 9 Bld Code: FBC 2010 RES Max TC CSI: 0.425 Bearings A&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.463 Spacing:16.0" C&C Dist a:3.22 It Rep Factors Used:Yes Max Web CSI: 0.384 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 1124 -1758 D-E 1391 -2174 Lumber Purlins C-D 1124-1762 E-F 1394 -2175 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x8 SP SS Dense:T2,T3 2x8 SP#2: to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x8 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP#3 TC 120 -6.12 26.09 B-I 1793-1146 H-F 2234 -1430 Lumber value set"'I 3B"uses design values BC 120 1.29 18.69 I-H 1232 -800 9 Apply purlins to any chords above or below fillers approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(Ibs) Nailnote Wind Webs Tens.Comp. Webs Tens. Comp. Nail Schedule:0.131"x3",min.nails Wind loads and reactions based on MWFRS. Top Chord:1 Row @12.00"o.c. I-D 551 -334 H-E 353 -519 Bot Chord:1 Row @12.00"o.c. D-H 1009 -630 Webs :1 Row @ 4"o.c. Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row IL1b to avoid splitting. le addition apply w t1/2"ea bolt n 0.22"-0.25"min/max dia.X 6.0" 9 2 bolts MAY BE USED location. (1) •• , ■ °Sroo (2)0.131"x3",min.nails ON •°� �► • EITHER THE TOP OR BOTTOM CHORDS. 3 • Special Loads • � s ° r ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 36 plf at 0.00 to 36 plf at 22.08 TC-From 110 plf at 22.08 to 110 plf at 32.21 ATE • BC-From 13 plf at 0.00 to 13 plf at 32.21 V o BC- 607 Ib Conc.Load at 22.08 • • (4 s Tray Scab(s) G�i��/C��.••/C�OR`O'••i�1` � Attach ch one scab t S each outer face f chord s at right d wiithn #0 278 �s • °•w'•'•.• 1tb} s 0.131"x3",min.nails @ 8"oc,plus additional nail ` /p�qt 4� 44e=►u 1 clusters at:BRG.:(0),heel:(3),1st panel point:(2). 11/10/2017 "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 proL�erly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingq Installed per BCS]sections B3,B7 or 810, ALPINE � as applicable. Apply plates to each face oftrussand position as shown above and on the Jo]nt Details, unless noted otherwise. Refer to /` 1 LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildiy/$Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,v,,,,,,COMPAW truss in conformance with ANSIPI1,or for handlia shipping,installation and bracing of trussesA seal on this drawing or cover page., p400 Lake Orange Dr. listing this drawin indicates acceptance of pro essiona, engineering responsibilitty�solely for the design shown. The sui ability Suite 150 and use of this grawing 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 ineltw.com;TPI: www.t inst.or;SBCA:www.sbcindust .com;ICC:www.icrsafe.org Orlando FL,32837 ' Job Number: 50224C Ply: 1 SECiN:687218 /T4 COMN Cust:R9353 JRef: 1W5T93530016 L/52 N.ATLANTIC BEACH DUVAL CTY City: 2 FROM:RCT DrwNo: 314.17.1515.16413 Truss Label: G61 JB / DF 11/10/2017 6'1"611T'11 16'1"4 21'6"4 �1'i11"8 r 6'1"6 + 5'7"4 4'4"10 + 5'5" 514 1114XB D T2.5 0 =10X10 T 1112XE F 0 90 B T1 N N Zo O t-e A =4X4(A2) HG -3X4[6] --4X4[12] 1514 6'1"6 5'9"12 9'5"6 6'1"6 111"11"2 21'4"B �7" '21'11"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): 0.497 1 515 240 A 560 /197 /196 /- /72 19.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.136 1 225 180 G 528 /161 /244 /- /- Risk Category:11 BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.127 H - - Wind reactions based on MWFRS EXP:D HORZ L 0.291 H A Min Bi Width Re 1.5 Des Ld: 37.00 Mean Height:31.52 ft � )� g q g Code/Misc Criteria CreepFactor:1.5 G Min Brg Width Req= - NCBCLL:10.00 TCDL:4.0 psf Bearing A is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.995 Load Duration:1.25 MWFRS Parallel Dist:h/2 to In TPI Std: 2007 Max BC CSI: 0.991 Spacing:16.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.629 Members not listed have forces less than 375# 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 17J B-C 1112-2200 C-D 1138 -2196 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x8 SP#2:T1 2x8 SP SS Dense: Bot chord 2x4 SP#2 B-1 2232-1148 I-H 948 -557 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table C-1 409 -629 D-H 586 -950 JT Plate Lateral Chord JT Plate Lateral Chord I-D 1346 -597 No Size Shift Bite No Size Shift Bite [6] W3X4 2.25 R 1.25 [12] W4X4 S 2.25 Purlins In lieu of structural panels or rigid ceiling use purlins Oultflfy�. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 51 -6.12 9.99 ^��7+++• • �A�-�I TC 72 9.99 15.84 v ♦+♦` S ♦0+i BC 85 0.54 15.84 ® + Apply purlins to any chords above or below fillers + at 24"OC unless shown otherwise above. Q. e r v Hangers/Ties (J)Hanger Support Required,by others a + Wind ATE` <Q�+ 0 cc Wind loads based on MWFRS with additional C&C �'4"��®•. OQ►♦O I member design. 'y •+ar Z OR, +++ ; y1:- 40278 ry��yss� OrNu ACC 11/10/2017 "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 otherMse,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached rl td ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections 83,87 or B10, 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 Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,w,ny;yWAW truss in conformance with ANSI 1,or for handling,shlppinq,installation and bracing of trussesA seal on this drawing or cover page._ 2400 Lake Orange Dr. listing this drawing,indicates acceptance of ro essrona engineering responsibility solely for the design shown. The suiCabrllty Suite 150 and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.or;SBCA:www.sbcindust .com;ICC: w Jccsafe.or Odando FL,32837 Job NBmber: 50224C Ply: 1 SEAN:687219 /T29 COMN Cust:R9353 JRef: 1W5T93530016 L/52 N.ATLANTIC BEACH DUVAL CTY Qty: 6 FROM:RCT DrwNo: 314.17.1515.27677 Truss Label: G62 Page 1 of 2 JB / DF 11/1012017 6'1"6 11'107 16'1"4 22'11" 6'1"6 -{- 5'9" -}- 4'2"14 1 6'9"12 1114X8 D T 12 T2 2.5 P =10C10 T3 3X4(131) o EE 90T cu N B � O B2 cO A =5X5(A2) J H1 GF t'1L =4X6 =5X8 1112X4(") iFl 6'1"6 5'9"8 4'5"14 1'9"4 4'9" 6'1"6 11'10"14 16'4"12 18'2" 22'11" 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): 0.491 J 541 240 A 870 /306 /309 /- /105 /9.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.124 J 236 180 E 832 /254 /386 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.120 F - - Wind reactions based on MWFRS EXP'D p HORZ L 0.274 F A Min Br Width Re 1.5 Des Lit., 37.00 Mean Height:31.52 ft � )� g q NCBCLL:10.00 TCDL:4.0 sf Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.996 Bearing A is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.977 Re Factors Used:Yes Max Web CSI: 0.735 Members not listed have forces less than 375# Spacing:24.0" C&C Dista: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 1615 -3093 D-E 1307 -2401 Lumber Hangers/Ties C-D 1253 -2277 Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x8 SP SS Dense:T2 2x8 SP#2: manufacturer tested capacities and calculations. Chords Tens.Comp. Chords Tens. Comp. :T3 2x4 SP#2: Conditions may exist that require different Bot chord 2x4 SP#2:132 2x6 SP#2: connections than indicated.Refer to manufacturer B-J 3136 -1652 G-E 2314 -1224 Webs 2x4 SP#3:W2 2x4 SP#2: publication for additional information. H-G 2203-1158 Lumber value set"1313"uses design values Bearing at location x=22'8" uses the following approved 1/30/2013 by ALSC support conditions: PI P Web F W imum eForces Per Bearing E (22'8",31'0"14)HTU26 Maxy(Ibs) Plating Notes Supporting Member.(2)2x8 SP SS Dense Webs Tens.Comp. Webs Tens. Comp. into supporting C-J 399 -545 J-H 2895 -1507 All plates are 2X4 except as noted. member, (")1 plate(s)require special positioning.Refer to into supported C-H 458 -902 D-H 636 -229 scaled plate plot details for special positioning member. requirements. (J)Hanger Support Required,by others Tray Scab(s) .t j P�4f,9q�h (1)2x8x13-7-10 x SP SS Dense scab at left end. Attach scab to face of chord with:0.131"x3",min. �� ••••• • •``•. nails @ 8"oc,plus additional nail clusters at:BRG.: •��, a��+`s (3),heel:(5),1st panel point:(3). • Purlins ; 4. 648 M 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 • TC 65 -6.12 9.99 • TC 33 9.99 16.80 ` �:• ATE ;+[ . BC 71 0.54 11.91 G ®• F t!► •• �''/ BC 78 11.91 16.68 °°y +•+• �+•• �► �� Apply purlins to any chords above or below fillers moi° (C +''■,....••OR`�• at 24"OC unless shown otherwise above. A' c #0278 1s/ONAt 11/10/2017'° n►ttllwowti "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 1310, as applicable. Apply plates to each face.oftrussand position as shown above and on the JointDetails, unless noted otherwise. f�efer 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,apy failure to build the ,v,RWCOWAW truss in conformance with ANSI 1,or for handling,shlppinq,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro 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 Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA:www.sbcindus .com;ICC:wJccsafe.org Orlando FL,32837 Job NBmbec 50224C Ply: 1 SEQN:687219 /T29 COMN Cust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 6 FROM:RCT DrwNo: 314.17.1515.27677 Truss Label: G62 Page 2 of 2 JB / DF 11/10/2017 Wind Wind loads based on MWFRS with additional C&C member design. V S �• 3 � � o. 646 ATE Stwo #0 278 4411 Hutu 11/10/2017 "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,handiin shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted dtherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rt4id ceilin Locations shown for permanent lateral restraint of webs shall have brachq installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face.of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,wrrwcOWr W truss in conformance with ANSI/ PI 1,or for handling,shtppinq,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawin indicates acceptance of pro)esslonarr engineer responsibility solely for the design shown. The suitability Suite 150 and use of this grawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t instor;SBCA: www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32837 ' Job Number: 50224C Ply: 2 SEAN:825074 /T25 SPEC Cust:R9353 JRef: 1W5T93530016 U 2 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1515.32617 Truss Label: G63 2-PLY JB / OF 11/10/2017 2 Complete Trusses Required 6'0'7 11'8"3 16'1"4 28'9" 5'7"12 1 127"12 1114XB 12 D E T 2.5 =10X10 T2 ��112M") T C T3 B Wn o eta A N M L KJ =4X4(A2) 1 y' =4X4[10]4 1112X4 1112X41201 =2X4(A1) 22 9 4 -5'11"12 -i 6'07 10'4"5 2'2"12 4'0"8 '1" 6 6'0"7 16'4"12 18'7"8 22'8" 28'9" 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):-0.493 N 541 240 A 880 /616 /316 /- /84 /9.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.152 C 232 180 [ 1001 /675 /458 /- /- /3.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.152 F - - G 259 /152 /132 /- /- /5.6 Des Ld: 37.00 EXP'D HORZ(TL):0.361 F - - Wind reactions based on MWFRS Mean Height:31.54 ft Code/Misc Criteria CreepFactor:1.5 A Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.0 psf 1 Min Br Width Re 1.5 Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2010 RES Max TC CSI: 0.991 g q= P G Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 1.000 Re Factors Used:Yes Max Web CSI: 0.911 Bearings A,I,&G are a rigid surface. 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) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.16 Chords Tens.Comp. Chords Tens. Comp. Lumber Purlins B-C 1263-1823 D-E 708 -1157 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins C-13 545 -888 E-F 626 -1026 Top chord 2x8 SP SS Dense:T2 2x8 SP#2: to laterally brace chords as follows: :T3 2x4 SP#2: Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per PI (lbs) Bot chord 2x4 SP#2 TC 115 -6.04 10.07 Y Webs 2x4 SP#3:W2 2x4 SP SS Dense: TC 72 10.07 22.71 Chords Tens.Comp. Chords Tens. Comp. BC 94 0.54 12.44 B-N 1845-1246 L-K 787 -435 Lumber value set"13B"uses design values BC 81 12.44 16.78 approved 1/30/2013 by ALSC BC 70 16.78 22.57 M-,L 822 -456 K-H 978 -541 Apply purlins to any chords above or below fillers Bracing at 24' OC unless shown otherwise above. Maximum Web Forces Per Ply(lbs) (a)scab reinforcement.80%length of web member. Webs Tens.Comp. Webs Tens. Comp. Same size,species&grade or better.Attach with 1O Wind Box or Gun(0.128"x3',min.)nails @ 6"oc. Wind loads based on MWFRS with additional C&C C-N 822-1036 H-F 324 -397 member design. H-1 354 -484 Nailnote Nail Schedule:0.131"x3",min.nails t3tllbyf��Arj/ Top Chord:1 Row @12.00"o.c. ,[��►� ! �/4h Bot Chord:1 Row @12.00"o.c. •N �•• ■ ••. f Webs :1 Row @ 4"o.c. �a�.�+'; S,�•••� Use equal spacing between rows and stagger nails V • �.� �* • in each row to avoid splitting. Plating Notes ; O. 648 i • All plates are 3X4 except as noted. (")1 plate(s)require special positioning.Refer to * •s • scaled plate plot details for special positioningTE y requirements. �4�'m �3 ••`L Plate Shift Table � ��"`••+ L OR1�P•••�\v� JT Plate Lateral Chord JT Plate Lateral Chord /i// ••'•••�•••••• o No Size Shift Bite No Size Shift Bite [10] W4X4 2.25 R 1.75 [20] W2X4 S 2.75 40278 /�/ 0N . 11/10/2017 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI an 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 proL�erly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as applicab)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 Build'n Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the r,,w , truss in conformance with ANStII�PI 1,or for handling,shippinlq,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineeringq responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t instor;SBCA:www.sbcindus .com;ICC: www.iccsafe.org Orlando FL,32837 Job NUmbef: 50224C Ply: 1 SEQN:825058 /T23 SPEC Cust:R9353 JRef: 1W5T93530016 L/52 N.ATLANTIC BEACH DUVAL CTY Qty: 2 FROM:RCT DrwNc: 314.17.1515.35613 Truss Label: G64 JB / DF 11/10/2017 1'11"1 7 1'4"121 1478 12'7"12 2.5 0 =4X4 a 3X4 C T AP[5] ---= T 1112X4 3X33 J G F E 1 III 2 1 1112X6 =2X4(A1) 8'8"4 5'11'A 5" 68"8 611" 1 5" 8'6"8 1478 , 1'10" 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): 0.011 C 999 240 J 321 /196 1154 /- /148 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.031 C 999 180 G 562 /389 /260 /- /- /3.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.009 F - - E 213 /119 /107 /- /- /5.5 Des Ld: 37.00 EXP:DMean Height:31.90 ft HORZ(TL): 0.020 F - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= - TCDL:4.0 psf G Min Br Width Re 1.5 Soffit: 2.00 Bldg Code: FBC 2010 RES Max TC CSI: 0.676 g q= BCDL:5.0 psf E Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.480 P Spacing:24.0 C&C Dista:3.00 ft Re Factors Used:Yes Max Web CSI: 0.433 Bearings G&E are a rigid surface. " Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.33 WAVE VIEW Ver.17.01.00E.0525.16 Chords Tens.Comp. Lumber Hangers/Ties C-D 222 -416 Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on To chord 2x4 SP#2 manufacturer tested capacities and calculations. Top may exist that require different Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 SP#2 y q Webs Tens.Com Webs Tens. Com Webs 2x4 SP#3 connections than indicated.Refer to manufacturer P• P• publication for additional information. B-I 238 -404 F-G 406 -503 Lumber value set 1uses design values Bearingat location x=0' uses the following approved 1/30/20133 bby y ALSC suppoconditions: B-H 495 -286 F-D 434 436 Plate Shift Table Bearing J (0',31'0"14)HTU26 Supporting Member:(2)2x6 SP#2 JT Plate Lateral Chord JT Plate Latera] Chord into supporting No Size Shift Bite No Size Shift Bite member, [5) W2X4 S 2.25 into supported Purlins member. In lieu of structural panels or rigid ceiling use purlins IlRgHWPWl� to laterally brace chords as follows: ��++ t !q Chord Spacing(in oc) Start(ft) End(ft) C,�►•7 ! /1�% TC 24 0.00 1.98 '�t7s♦♦■ ■ ■♦♦r��YY//f�? TC 75 1.98 14.63 .♦♦�` S�♦•♦ BC 104 0.00 8.69 BC 70 8.69 14.48 Apply purlins to any chords above or below fillers .11 at 24' OC unless shown otherwise above. ; O. �7't� ■ • r • Wind Wind loads based on MWFRS with additional C&C e a member design. ATE ♦: a G,'�9��♦♦•F6 OR�pP'�� 0'3 •r■r.■... A. #0278 s'DItlAL �iM; +uftelaaluu�`� 11/10/2017 -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 saety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid cei]in Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �,tt,,OOMM,. Mss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover pa e,, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro)essiona engineerin responsibilltt�V solely for the design shown. The suil9ability and use of this drawing for any structure is the responsibility of the Tuilding Desigrier per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t insLorg;SBCA:www.sbcindus .com;ICC: www.icesafe.org Orlando FL,32837 • Job NBmber: 50224C Ply: 1 SEAN:825091 /T20 SPEC Cust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 4 FROM:RCT DrwNo: 314.17.1515.38167 Truss Label: G65 JB / DF 11/10/2017 f� 12 7" 10'1"8 14'7"8 H 8'1"12 4'6" 2.5 0 =H0610 1113X6 C T AB T 1112X4 N_ T2 D co W E 1'_ IH G F 112X6 =3X4 1112X4 -2X4(A1) 1'3" 8'5"4 4'6" 1'8"4 10'1"8 14'7"8 'S"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.286 F 608 240 1 538 /361 /259 !- 1148 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.634 F 274 180 E 549 /342 /263 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.068 D - - Wind reactions based on MWFRS EXP:D Des Ld: 37.00 HORZ(TL):-0.145 D I Min Brg Width Req= - MeD Height:31.90 ft Code/Misc Criteria CreepFactor:1.5 E Min Brg Width Req= 1.5 NCBCLL:10.00 BCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.675 Bearing E is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.729 Re Factors Used:Yes Max Web CSI: 0.441 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 tt p 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,HS VIEW Ver.17.01.00E.0525.16 B-C 513 -528 D-E 514 -681 Lumber Wind C-D 559 -646 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP SS Dense:T2 2x6 SP SS Dense: member design. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 G-F 617 -430 F-E 618 -440 Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-H 840 -869 G-C 713 -497 to laterally brace chords as follows: B-G 1158 -1088 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.98 TC 75 1.98 14.63 BC 120 0.00 14.48 Apply purlins to any chords above or below fillers1gPlj at 24' OC unless shown otherwise above. S c k�ij Hangers/Ties �V�'.•' ' •••••'�f •• Recommended hanger connections are based on � + �` � • manufacturer tested capacities and calculations. Conditions may exist that require different •� �w • connections than indicated.Refer to manufacturer ` : �. 648 • publication for additional information. : w Bearing at location x=0' uses the following support conditions: t • A T Bearing 1 (0',30'0"14)HTU26 3� '� P1f E �• Supporting Member:(2)2x6 SP#2 s • •(V fi into supporting .�� u •• member, i �j�••��Z 0R\Vo• 0 into supported ii •••�••••�'`� �T. member. #0 278y"��yi 11/10/201��uy�� "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme rare in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fo'r sa ety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have brach installed per BCSI sections B3,B7 or 810, _ as applicable. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildin Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the ,,,,ffWCO,,AW truss in conformance with ANSI/ PI 1,or for handlin4,shipping,Installation and bracing of,trussesA seal on this drawing or cover pagge,. 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro)esslona engineer responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the luilding Designer per ANSI/TPl 1 Sec.2. Suite 150 Far more information see this job's general notes page and these web sites:ALPINE:www.at ineitw.com;TPI:www. instorg;SBCA:www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,321337 Job NLmbef: 50224C Ply: 1 SEAN:825052 /T22 GABL Cust:R9353 JRO: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1516.15277 Truss Label: G66 JB / OF 11/10/2017 1'11"12 14'7"8 1'1112 12'7"12 1+1'4" (TYP) 2.5 12 =4X4 C TT A N I 1112X4(") v J N =3X4(D1) 1 K re L 14'7"8 14'7"8 14,7'8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),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):-0.007 L 999 240 U' 133 /100 /47 /- /16 /169 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.011 L 999 180 K 224 /61 /69 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL): 0.008 L - - U Min Brg Width Req= - Mean Height:31.64 ft K Min Br NCBCLL: 10.00 TCDL:4.0 sf Code/Misc Criteria Creep Factor:1.5 g Wi dth Req= 1.5 Soffit: 2.00 p Bldg Code: FBC 2010 RES Max TC CSI: 0.198 Bearings U&K 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: 0.192 Re Factors Used:Yes Max Web CSI: 0.134 Members not listed have forces less than 375# Spacing:24.0" C&C Dista:3.00 ft p Maximum Gable Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:20(0)/5(2) Gables Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.01.00E.0525.16 L-J 422 -257 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Top chord 2x4 SP#2 member design. Bot chord 2x4 SP#2 Left end vertical exposed to wind pressure. Webs 2x4 SP#3 Deflection meets U240. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins �+ f ��4 to laterally brace chords as follows: Chord Spaci4(in oc) S. (ft) E;9(8)TC2000L��gV�•7s••■ ■ •�•.°�f/1� TC 75 1.98 14.17 BC 120 0.00 14.62 Apply purlins to any chords above or below fillers �w e � at 24' OC unless shown otherwise above. ; O. 6461 ■ + f Loading * • Truss designed to support 2-0-0 top chord outlookers : "�TE ++ and cladding load not to exceed 11.50 PSF one face .O f • Q and 24.0"span opposite face.Top chord must not �. •% be cut or notched,unless specified otherwise. �010A'Op�L pR,Q Additional Notes %9�� t�s/ •'°."1•G� _a See DWG GBLLETIN1014 for gable wind bracing #0 278 yi�d ONA ft►��1 requirements. 4tNtWyNt 11/10/2017 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fo'r sa ety practices 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 53,B7 or 1310, as applicable. Apply plates to each face.of truss and position as shown above and on the aoinCDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildincL Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the µm�,,,,,v,,. truss in conformance with ANSI/TPI 1,or for handlin4,shtppinq,installation and bracing of,trussesA seal on this drawing or cover pa�e,, 2400 Lake Orange Dr. listing this drawin indicates acceptance of pro)essiona engmeenncl responslbilltv solely for the design shown. The su!ability and use of this O�awing for any structure is the responsibility of the Building Desigrfer per ANSUTPI 1 Sec.2. Suite 150 Far more information see this job's general notes page and these web sites:ALPINE:www.al lneitw.com;TPI:www. instor;SBCA: www.sbdndus .com;ICC: w Jccsafe.org Orlando FL,32837 Job Number: 50224C Ply: 1 SEAN:824973./T6 COMN Cusl:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 4 FROM:RCT DrwNo: 314.17.1516.18187 Truss Label: H67 JB / DF 11/10/2017 8'8"4 17'10" I 8'8"4 9'112 l 2.5 C=— =6C6 T _3X4 rn B N A D i E F --4X6(El) 1112X4 =3X4(A1) 8'8"4 9'112 8'8"4 17'10" 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):-0.279 B 760 240 A 657 /428 /316 /- /42 /5.3 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.464 B 457 180 F 668 /435 /321 /- /- /9.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.062 B - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:DMean Height:32.26 ft HORZ(TL): 0.102 B - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 TCDL:4.0 psf Bearings A&D are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.978 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.984 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: 0.841 Loc.from endwall:not in 4.50 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.0525.16 A-B 1146-2025 C-D 1102 -1699 Lumber B-C 1098-1671 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 A-E 1620 -1010 E-D 1618 -1009 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 2.696' 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 cc) Start(ft) End(ft) TC 56 0.00 8.69 TC 59 8.69 17.83 BC 63 0.00 17.69 ►►Alp Apply purlins to any chords above or below fillers cj at 24"OC unless shown otherwise above. Wind 1d�°o°•` S�O�e' Wind loads based on MWFRS with additional C&C �J • v • member design. i 648 f f f i • e � f II 7� • f e + • ff � ,`�,,�Pj.��•��O M�Q,••,��s i� ............. •.....• `4 40278 11/10/2017 M two ► "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 safPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro�erly attached rigid ceilin Locations shown for_permanent lateral restraint of webs shall have bracin installed per SCSI sections B3,B7 or 10, as applicable. AppTjr plates to each face otruss and position as shown above and on the Joint9Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µm�,J,,. truss in conformance with ANSI g Pl 1,or for handlin shipping,installation and bracing of,trussesA seal on this drawing or cover pa e,. 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro)esslonaf engineering responsibility solely for the design shown. The sulCabtllty g and use of this cawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineihv.com;TPI:www.t inst.org;SBCA:www.sbcindus xom;ICC: www.iccsafe.org Orlando FL,32837 • Job Number: 50224C Ply: 1 SEON:824965 /T14 COMN Cust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY City: 3 FROM:RCT DrwNo: 314.17.1516.20663 Truss Label: H68 JB / OF 11/10/2017 9'1"12 18'3"8 9'1"12 + 9"1"12 2.5 12 =5X6 T -3X4 �2 B N A D E F 2X4(C6) 1112X4 =-3X4(Al) 3X6(C6) A 17'10" 9'1"12 9'1"12 i 9'1"12 18'3"8 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.178 B 999 240 A 699 /450 /331 /- /41 /4.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.271 B 776 180 F 660 /430 /317 /- /- /9.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.047 B - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL): 0.071 B - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:32.26 ft Code/Misc Criteria Creep Factor.1.5 F Min Brg Width Req= 1.5 TCDL:4.0 psf Bearings A&D are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.967 g 9 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: 0.700 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: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.0525.16 A-B 3 -735 C-D 1473 -1639 Lumber B-C 1459 -1614 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 A-E 1560 -1344 E-D 1559 -1344 :Lt Slider 2x4 SP#2:BLOCK LENGTH= 2.800' Lumber value set"l 3B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Purlins A-B 1829-1340 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 59 0.00 9.15 TC 60 9.15 18.29 BC 63 0.00 18.151N1! Apply purlins to any chords above or below fillers ��S eJ 1•�.�4�� at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. • �.w Left cantilever is exposed to wind t7't • ATE ° . ,�y . a 0 27s .''%.s/ONAL v 11/10/2017 "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 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 for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ro truss in conformance with ANSI 1,or for handling,shipping,installati n and bracing of,trussesA seal on this drawing or cover pa e,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essronar engineeringresponsibility solely for the design shown. The suit9ability and use of this gnawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 S-ec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www. inst.org;SBCA:www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32837 Job Numbekr: 50224C Ply: 1 SEAN:824968 /T2 GABL Cust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 2 FROM:RCT DrwNo: 314.17.1516.23017 Truss Label: H69 JB / DF 11/10/2017 9'1"1218'3"8 r 9'1"12 9'1"12 _I �— 5'1"12 -j 1'4"-{ (TYP) 2,5 0 =4X4 E T B H 3X4(D1) =3X4(D1) A I 1 P J 18'3"8 _I I 18'3"8 _I r 18,3"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.046 P 999 240 Q+ 136 /99 /50 /- /4 /219 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.083 P 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 J - - Q Min Brg Width Req= - � EXP:D HORZ ftL 0 017 J - BearingQ is rigid surface. Des Ld: 37.00 Mean Height:32.00 )� � a g NCBCLL:10.00 Code/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 2010 RES Max TC CSI: 0.698 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.545 Maximum Gable Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.185 Gables Tens.Comp. Gables Tens. Comp. Loc.from endwall:Any FT/RT:20(0)/5(2) B-P 654 -523 J-H 654 -523 GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 110 0.15 18.15 � WlNt �kd9 BC 75 0.00 18.29 ��♦7B-��b Apply OClunless any otherwise above. fillers at �� e _, ■ ■��,,YY.JJ�I Loading Truss designed to support 2-0-0 top chord outlookers ; a w 6 and cladding load not to exceed 11.50 PSF one face ; 0. 648 ■ and 24.0"span opposite face.Top chord must not be cut or notched,unless specified otherwise. * r r �1TE Wind • Wind loads based on MWFRS with additional C&C member design. OR,ON Additional Notes i�yA/ •'-•••�\` See DWG GBLLETIN1014 for gable wind bracing #0 278 �- NAL requirements. wtttwIla 11/10/20]7 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fo'r 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 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 Joint9Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildincL Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the „t,,,wroWAW truss in conformance with ANSI/TPI 1,or for handling,shippinlq,installation and bracing of trussesA seal on this drawing or cover pa�e., 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 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 .com;ICC:www.iccsafe.org Odando FL,32837 Job Numb6r: 50224C Ply: 1 SEON:824977 /T15 COMN Cust:R9353 JRef: 1W5T93530016 L/52 N.ATLANTIC BEACH DUVAL CTY City: 6 FROM:RCT DrwNo: 314.17.1516.25910 Truss Label: H70 JB / DF 11/10/2017 5'1"9 8'8"4 12'2"1517'10" I` 5'1"9 3'6"11 `1 3'6"11 1 5,71 2.5 0 1114X1p(") C rn B E v � v r A =5X5(A2) =2X4 C =5X5(A2) F tT =3X4 T H 5'1"9 2'4"4 1'0"11 3'87 7"1 5'1"9 7'5"13 8'6" 12'2"15 117'10" Loading Criteria(ps( 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):-0.516 G 400 240 A 645 /469 1207 /- /42 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.080 G 191 180 H 680 1496 /215 /- /- /9.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.103 D - - Wind reactions based on MWFRS FRCP:D Des Ld: 37.00 HORZ(TL): 0.216 D A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:32.26 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 TCDL:4.0 psf Bearin s A&F are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.997 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.968 Re Factors Used:Yes Max Web CSI: 0.147 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.0525.16 B-C 1755-2497 D-E 1813 -2628 Lumber C-D 1749-2520 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x8 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-G 2587 -1726 G-E 2717 -1778 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. (")1 plate(s)require special positioning.Refer to G-D 412 -528 scaled plate plot details for special positioning requirements. Tray Scab(s) (1)2x8x8-10-7 x SP SS Dense scab at left end. Attach scab to face of chord with:0.131"x3",min. f9l� nails @ 8"oc,plus additional nail clusters at:BRG.: (2),heel:(7),1st panel point:(6). Purlins �•••`, v��` In lieu of structural panels or rigid ceiling use purlins v to laterally brace chords as follows: i Chord Spacing(in oc) Start(ft) End(ft) a° Q, 648 e TC 63 -5.13 3.56 • 1 TC 47 3.56 12.70 BC 52 0.54 6.58 i • Apply purlins to any chords above or below fillers °a at 24"OC unless shown otherwise above. 's+ta�; ATE Wind P. `pP • Wind loads based on MWFRS with additional C&C �VS'"""''•��v�e,4� member design. #0 278 4y� ,IONA� *RR;b_ wtta�ttt��t�' 11/10/2017 "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 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ripld 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 oftrussand position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE , drawings 160A-Z for standard plate positions. �LPP�I NN Alpine,a division of ITW Buildin/$Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the µ Y��„�,,,. truss in conformance with ANSI 1,or for handling,shipping,Installation and bracing of.trussesA seal on this drawing or cover pa e.. 2400 Lake Orange nw listing this drawing indicates acceptance of ppro)essiona engineenn responsibility solely for the design shown. The sui gability and use of this drawing for any structure is the responsibility of the�uilding Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t inst.org;SBCA:www.sbcindus .com;ICC:Ww Jccsafe.org Orlando FL,32837 Job Number: 50224C Ply: 1 SEAN:824981 /T8 COMN Cust:R9353 JRef: 1 W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 4 FROM:RCT DrwNo: 314.17.1516.29160 Truss Label: H71 JB / DF 11/10/2017 5'1"9 1 8'8"4 12'2"15 17'10" 5'1"9 3'6"11 13'6"11 57"1 2.5 0 �7X6gR1) C E B = F T G XA46(A2)= 2X4 X8X2 3t'vo 5'1"9 2'4"4 127 2'4-A IX'1 5'1"9 7'5"13 8'8"412„7�� 122"15 1710” A ' 9'10"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.385 D 536 240 A 672 /492 /210 /- /45 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.810 D 255 180 1 680 /496 /215 /- /- /9.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.081 H - - Wind reactions based on MWFRS EXP'D HORZ : 0.172 H A Min Br Width Re Des Ld: 37.00 (TL) 9 q= - Mean Height:32.26 ft Code/Misc Criteria CreepFactor:1.5 1 Min'Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf Bearings A&G are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.977 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.996 Re Factors Used:Yes Max Web CSI: 0.174 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:0.18wall:Any PlateFT/RType(s): Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.16 B-C 2351 -2447 D-E 2302 -2450 Lumber C-D 2301 -2450 E-F 2350 -2447 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x8 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-H 2531 -2322 H-F 2531 -2322 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Tray Scab(s) Webs Tens.Comp. (1)2x8x9-3-13 x SP SS Dense scab at each end. D-H 487 -493 Attach scab to face of chord with:0.131"x3",min. nails @ 8"oc,plus additional nail clusters at:BRG.: (2),heel:(7),1st panel point:(6). Purlins In lieu of structural panels or rigid ceiling use purlinsf�1y to laterally brace chords as follows: r Chord Spacing(in oc) Start(ft) End(ft) TC 63 -5.59 12.70 �v �•�`° ° r`t�r•r BC 54 0.54 6.58 •°`` ` SF°`• Apply purlins to any chords above or below fillers v • at 24"OC unless shown otherwise above. . r• r o. 64$ • Wind w Wind loads based on MWFRS with additional C&C * �' member design. e Bearing Block(s) �"��011`i• t� �rtt�,_ Brg blocks:0.131"x3",min.nails ��"l�•+. /�' OT'•`• �/�/� brg x-loc #blocks length/blk #nails/blk wall plateS �R`,�••+��r� 1 0.458' 1 12" 4 Rigid Surface Brg block to be same size and species as chord. #0 278""**"' /ONAL Refer to drawing CNNAILSP1014 for more information. %1t;bMilw1iltu�y 1 11/10/2017 '"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 sa ety 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! id 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. Alping,a division of ITW Buildin$c�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,NMCO,,,,,,",,. truss In conformance with ANSI 1,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 essiona engineer responsibilittyy solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the ouilding 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:www.iccsafe.org Orlando FL,32837 Job Number: 50224C Ply: 4 SEAN:825049 /T3 COMN Cust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1516.33643 Truss Label: 172 4-PLY Page 1 of 2 JB / DF 11/10/2017 4 Complete Trusses Required 7'9" 10'8"14 13'9"13 169" 7'9" 2'1114 3'0"15 2'11"3 0.85 0 4X6[14] 1112X4 3X4 -7X8 D T2 E 3XX12(D1) B o� 8 Li J I H G FK 1112X4("*) =3X4 =7X8 -7X6[17] 7'6"1 2'117 3' 2'10"4 7'6"1 10'5"8 13'5"8 16'3"12 I � 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.475 1 419 240 J 4789 /2880 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.999 1 199 180 K 6870 14319 /- /- /- /9.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.045 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL):0.095 F - - J Min Brg Width Req= 1.5 Mean Height:31.96 ft Code/Misc Criteria CreepFactor:1.5 K Min Brg Width Req= 1.7 Noffit: 2.0 TCDL:4.0 psf Bearings J&K are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.995 9 g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.979 Re Factors Used:Yes Max Web CSI: 0.888 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft p Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall: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.0525.16 A-B 4634 -7727 C-D 2367 -3829 Lumber Plating Notes B-C 4048 -6723 Value Set:13B(Effective 6/1/2013) (")1 plate(s)require special positioning:Refer to Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x6 SP SS Dense:T2 2x6 SP#2: scaled plate plot details for special positioning Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP SS Dense requirements. Webs 2x4 SP#3 A-1 7701 -4618 H-G 6466 -3904 Lumber value set"1313"uses design values Plate Shift Table I-H 7594 -4559 G-F 3443 -2132 approved 1/30/2013 by ALSC JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(lbs) Nailnote [14] W4X6 2.25 L 1.50 [17] W7X6 1.25 R 4.75 Webs Tens.Comp. Webs Tens. Comp. Nail Schedule:0.131"x3",min.nails Wind I-B 567 -310 C-G 1624 -2783 Bot Chord:2 Rows @ 5.00"o.c.(Each Row) Top Chord:1 Row @12.00" Wind loads and reactions based on MWFRS. B-H 529 -899 G-13 1548 -941 .c. Webs :1 Row @ 4"o.c. H-C 862 -477 D-F 2257 -3646 Repeat nailing as each layer is applied.Use equal Additional Notes spacing between rows and stagger nails in each row Truss must be installed as shown with top chord up. to avoid splitting. RNtdtf/q*�. In addition apply(1)1/2"bolt or 0.22"-0.25"min/max dia.X 6.0" _%Z length wood screw at each joint location. (�,��JYYYJJJI (1)1/2"bolts MAY BE USED FOR °+.•• • ••e■• f�i (2)0.131"x3",min.nails ON °e° SF•i`"•' EITHER THE TOP OR BOTTOM CHORDS. • • Special Loads : O. �7't8 ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) ; V't TC-From 54 plf at 0.00 to 54 plf at 0.88 TC-From 54 plf at 0.88 to 54 plf at 16.75 • ■ BC-From 4 plf at 0.00 to 4 plf at 0.88 a e &T BC-From 10 plf at 0.88 to 10 plf at 16.75 G i° Q BC- 579 Ib Conc.Load at 1.17 ? e+ 0tj.4 BC- 137 Ib Conc.Load at 3.06 &4 Pf e BC- 286 Ib Conc.Load at 5.06 i� /��p••ey OR +++w°`°e,�` BC-3267 Ib Conc.Load at 7.06VS °°•"�� \�_ 16941265 Ib Conc.Load at 9.06,11.06,13.06,15.06 40 278 ��iy7QNpt'��.�1 v 11nnun111t,00 11/10/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id cetlin Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or 910, as appllcabgle. Applgy places to each face.or 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 drawing,any failure to build the M„wCOW,M 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)essionar engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA: www.sbdndust .com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 50224C Ply: 4 SEQN:825049 /T3 COMN Cusl:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1516.33643 Truss Label: 172 4-PLY Page 2 of 2 JB / OF 11/10/2017 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 81 0.15 16.75 BC 120 0.00 16.75 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. As Ja O. 64 f • • f m • =z„o ATE ;f c bangmwsit a' 11/10/2017 '•WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, _ as applicable. Appy plates to each face oftrussand position as shown above and on the JoinrDetails, 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 A„"WCO,�MY truss in conformance with ANSI 1,or for handling,shipping,Installation and bracing of trussesA seal on this drawing or cover patge,, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essiona engineer g responsibility solely for the design shown. The su!ability Suite 150 and use of this rawing 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 NLmbef: 50224C Ply: 1 SEAN:825033 /T42 SPEC Cust:R9353 JRO: 1 W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 8 FROM:RCT DrwNo: 314.17.1516.36130 Truss Label: J72 JB / DF 11/10/2017 4'9"5 9111,12 13'1"14 17'2" 4'9"5 4'47 14'0"2 4'0"2 2.5 0 =4C4 =2X4 �5 2X4 B D 'v E w A —4— 'L 3 = 1115X6(G1) X4(A1) 3X8 9'112 7'8"3 9T'12"12 16'9"15 1 4"1 F,�.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):-0.151 F 999 240 A 643 /418 /309 !- /45 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.302 F 676 180 E 632 /412 /304 1- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.039 F - - Wind reactions based on MWFRS EXP:D HORZ L: 0.075 F A Min Brg Width Req= 1.5 Des Ld: 37.00 (T ) Mean Height:32.26 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - NCBCLL:10.00 TCDL:4.0 psf Bearing A is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.985 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.988 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.185 Members not listed have forces less than 375# P 9� 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.0525.16 A-B 1242 -1762 C-D 861 -1371 Lumber Wind B-C 862 -1379 D-E 1046 -1499 Value Set:13B(Effective 611/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 member design. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 A-F 1693 -1184 F-E 1422 -976 :Rt Stub Wedge 2x4 SP#3: Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Purlins B-F 435 -376 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 48 0.00 9.15 TC 39 9.15 17.17 BC 57 0.15 17.17 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. • !"Lr�� 9� ••" • .••• meq. Hangers/Ties ••+•` �^•i• Recommended hanger connections are based on + �c` • manufacturer tested capacities and calculations. . •� • Conditions may exist that require different ; 0. 648 • connections than indicated.Refer to manufacturer ; o publication for additional information. $ _ Bearing at location x=16'11" uses the following 9 • support conditions: �G ATE Bearing E (16'11",30'9"10)HTU26 Z"� o •• �� Supporting Member:(4)2x6 SP SS Dense $ + �.� Q. •' (`�3 (20)0.148"x3.25"nails into supporting �'.��P•••+ QR,O ••• member, �i C •+•.,...••G' NX (1 1)0.148"x1.5"nails into supported member. #02 8 H� �4itt118DiWt�� 11/10/2 1 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 BCS](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 olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id cei]in Locations shown for-permanent lateral restraint of webs shall have bracingInstalled per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face otruss 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 mnwCOMP„W truss in conformance with ANSI 1,or for handling,shlppinq,Installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona, engineerin9 responsibilittyy solely for the design shown. The suitability Suite 150 and use of this d'raw'ing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Far more information see this job's general notes page and these web sites: ALPINE:www.al ineltw.com;TPI: www.t inst.or ;SBCA: www.sbcindus .com;ICC:www.icrsafe.org Orlando FL,32837 Job Number: 50224C Ply: 1 SEON:825034 /T16 HIPS Cusl:R9353 JRef: 1W5T93530016 L 52 N.ATLANTIC BEACH DUVAL CTY City: 2 FROM:RCT DrwNo: 314.17.1516.39370 Truss Label: J73 JB / DF 11/10/2017 4'9"5 9' 13'1"14 17'2" 4'9"5 + 4'211 + 4'1"14 + 4'0"2 _1 2.5 12 =4X4 C 2X4 ;2X4 B D T N A E 31115X6(G 1) X4(A1) 3X8 16'9"15 16'9"15 A 4"l Ff�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 Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf.NA Ce:NA VERT(LL): 0.132 F 999 240 A 643 /- /300 /- /109 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.302 F 676 180 E 632 /241 /300 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.033 F - - Wind reactions based on MWFRS EXP.D HORZ L 0.075 F A Min Br Width Re 1.5 Des Ld: 37.00 Mean Height:32.24 ft � )� g q g Code/Misc Criteria CreepFactor:1.5 E Min Brg Width Req= - NCBCLL: 10.00 TCDL:4.0 psf Bearing A is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.985 9 g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.990 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.185 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.0525.16 A-B 560 -1762 C-D 325 -1371 Lumber Wind B-C 343-1379 D-E 583 -1499 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 member design. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 A-F 1693 -483 F-E 1422 -529 :Rt Stub Wedge 2x4 SP#3: Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins B-F 252 -376 F-D 405 -95 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 48 0.00 9.15 TC 39 9.15 17.17 BC 95 0.15 17.17 R1lOANI�y�. Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties ++• �• • •�_ ••• Recommended hanger connections are based on �J► �• • manufacturer tested capacities and calculations. . ; • Conditions may exist that require different ; a, 648 connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=16'11" uses the following support conditions: 9 Bearing E (16'11",30'9"10)HTU26s.� �+ ATE .0 Supporting Member:(4)2x6 SP SS Dense 't /y• �. •' (` (20)0.148"x3.25"nails into supporting 'i vj�'°1•• member, ��i ••`••.�..•jO 5� �P (11)0.148"x1.5"nails into supported member. #0 27i"11i�i �/ONA �� itrw� 11/10/20)7 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for 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 progeny attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicable. Applgy 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 BuildincLComponents Group Inc.,shall not be responsible for any deviation from this drawing,apy failure to build the a,, ,u, truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suitability Suite 150 and use of this grawing 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 lneitw.com;TPI: www.t inst.or;SBCA:www.sbcindus .com;ICC:www.iccsafe.org Orlando FL,32837 Job Ntimber: 50224C Ply: 2 SEAN:825039 /T19 HIPS Cust:R9353 JRef: 1W5T93530016 L/52 N.ATLANTIC BEACH DUVAL CTY Qty: 2 FROM:RCT DrwNo: 314.17.1516.44750 Truss Label: J74 2-PLY Page 1 of 2 JB / DF 11/10/2017 2 Complete Trusses Required 7' 11'3"8 17'2" f 7, T 4'3"8 5,1 0"8 12 2.5 0 =6X8 1114X6 B C T T3 rn D A T F E 1115X8(G1) 3X6(61) 1112X4 =3X4 T 1"12 3'1 T4 5'915 7'1"12 11 16'9"15 1 A 41 ,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):-0.224 E 913 240 A 1590 /989 /- /- /- /3.5 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.504 E 405 180 D 1633 /1000 / - BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.053 E - - Wind reactions based on MWFRS EXP:D HORZ 0.118 E A Min Br Width Re 1.5 Des 37.00 ht:32.04 ft �L) g q NCBCL Mean Height: 10.00 g Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - TCDL:4.0 psf BldgCode: FBC 2010 RES Max TC CSI: 0.994 Bearing A is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.970 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.116 Members not listed have forces less than 375# P Maximum Top Chord Forces Per Ply(lbs) 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.0525.16 A-B 1708 -2752 C-D 1483 -2420 Lumber Purlins B C 1428 -2385 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2:T3 2x4 SP SS Dense: to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP#3 TC 39 0.00 7.00 A-F 2668 -1648 E-D 2332 -1422 :Rt Stub Wedge 2x4 SP#3: TC 27 7.00 11.29 F-E 2694 -1648 TC 64 11.29 17.17 Lumber value set 1313"uses design values BC 90 0.15 17.17 approved 1/30/2013 by ALSC Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Nailnote Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. �11:111112!f#111v, Special Loads ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) +r+•' ' ®•p••. TC-From 54 pif at 0.00 to 54 plf at 7.00 ••+` , S�••• TC-From 27 plf at 7.00 to 27 plf at 11.29 g Y • TC-From 54 plf at 11.29 to 54 pif at 17.17 . •° • BC-From 20 plf at 0.00 to 20 plf at 7.03 ; O. 648 • BC-From 10 plf at 7.03 to 10 pif at 11.26 a BC-From 20 plf at 11.26 to 20 plf at 17.17 TC- 396 Ib Conc.Load at 7.03 7� + TC- 345 Ib Conc.Load at 9.15 a • ATE TC- 231 Ib Conc.Load at 11.26 1.®:• i Q BC- 474 Ib Conc.Load at 7.03 BC- 255 Ib Conc.Load at 9.15 °.•�'� `'.s• '�/A BC- 406 Ib Conc.Load at 11.26 yyl� ••.•oOR,Q +++•° i CC Wind #0 278�l��iyNA�-•��► Wind loads and reactions based on MWFRS. Utt►tWia11N 11/10/2017 **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 BCS](Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS].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. App�jr plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the m nw-lampom truss in conformance with ANSI P1 1,or for hand]in4,shipping,installation and bracing of trussesA seal on this drawing or cover pafge,, 2400 Lake Orange Dr. listing this drawin indicates acceptance of ro)essiona_r rigmeennq responsibility solely for the design shown. The sui ability Suite 150 and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32837 Far more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or;SBCA:www.sbcindust .com:ICC:www.iccsafe.org Job Ntrmber: 50224C Ply: 2 SEAN:825039 /T19 HIPS Cust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 2 FROM:RCT DrwNo: 314.17.1516.44750 Truss Label: J74 2-PLY Page 2 of 2 JB / OF 11/10/2017 Hangers/Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=16'11" uses the following support conditions: Bearing D (16'11",30'9"10)HGUS26-2 Supporting Member:(4)2x6 SP SS Dense (20)0.148"x3.25"nails into supporting member, (6)0.148"x3.25"nails into supported member. R"Mmalk G�►S FLS Off•,..•• •" ••..00%- o. 648 f • Zi i ■ f f y i • ,®:• ATE 4� z' ��F••;cC 0RVO'•'��'� 4021. �ss,•fi,�...•�_` '(i �. ' UAL V I if 11/10/2017 "'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 r! id cellin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910 as applicable. Appy plates to each face oftrussand position as shown above and on the Join9Detalls, unless noted otherwise. Refer to' ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN ff,n,CaWAW truss in conformance with ANSIrTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona. engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is fhe 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 ineltw.com;TPI:www.t inst.or ;SBCA:www.sbdndust .com;ICC:www.iccsafe.org Orlando FL,32837 ' Job N'trmber: 50224C Ply: 1 SEAN:687233 /T11 COMN Cust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 4 FROM:RCT DrwNo: 314.17.1516.47910 Truss Label: K66 JB / DF 11/10/2017 3'5'9 I 6.10.. 10'2"8 13'6" I 3'5�9 7 3'4„$ 3'4"8 - 3'3„9 1114X6 12 C 4 (� B D :— co 9) cV T A =4X4(A2) =4X4(A2) E _F 3'5"9 6'8"15 I � gg9 L 3'5"9 + 10'2"8 T �'r3'6" A 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):-0.197 C 783 240 A 511 /357 /178 /- /42 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.433 C 356 180 E 498 /347 /175 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.067 - - Wind reactions based on MWFRS EXP:D Des Ld: 37.00 Mean Height:31.72 It HORZ(TL): 0.148 A Min Brg Width Req= 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 E Min Br 9 Width Req= 1.5 TCDL:4.0 psf s Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.990 Bearings A&E are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.996 P Spacing:24.0 C&C Dist a:3.00 ft Re Factors Used:Yes Max Web CSI: 0.000 Members not listed have forces less than 375# " Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): I Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 1044 -1441 C-D 1044 -1441 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Top chord 2x8 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#2 B-13 1463 -955 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 59 -3.46 10.04 BC 72 0.28 6.47 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. C��,P►S FLEW' Wind 4 Wind loads based on MWFRS with additional C&C member design. ..•• ' •••. r • O. 64$ • ta• #0 27 °`�'uattnwutfttt►�� 11/10/2017 "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 rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI 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 Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the rs,rwcD�,,,y truss in conformance with ANSIITPI 1,or for handlinT 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 engineerm responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 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.sbcindusl .com;ICC:www.iccsafe.org Orlando FL,32837 ` Job Number: 50224C Ply: 1 SEAN:687234 /T1 HIPS Cust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1516.50760 Truss Label: K67 JB / DF 11/10/2017 6 3'5"9 1 116117 + 1.10" + 8 1'10" 1'67 8 73'Y9 12 =7X6 1112X4 =7X6 4 F7—,— C D T2 E B F TN Li Eli '4 =7X10(A2) J I H G T N _T_ 11112X4 =3X8 =7X10(A2) 1112X4 611 3'5"9 } 3'4"8 3'4"8 �rj9 3'5"9 6'10" 10'2"8 1 -'r3'6" 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): 0.258 1 598 240 A 808 /519 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.594 1 260 180 G 795 /511 /- /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.082 C - - Wind reactions based on MWFRS EXP:D Des Ld: 37.00 Mean Height:31.41 ft HORZ(TL): 0.189 C A Min Brg Width Req= 1.5 NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 G Min Br 9 Width Req 1.5 - = Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.977 Bearings A&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.982 Re Factors Used:No Max Web CSI: 0.140 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 2012-3123 D-E 2134 -3317 Lumber C-D 2134 -3317 E-F 2011 -3121 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x8 SP SS Dense:T2 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 B-J 3557 -2284 1-H 3372 -2158 Lumber value set 1313"uses design values J-1 3374-2160 H-F 3555 -2283 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Camp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: C-J 391 -526 H-E 392 -528 Chord Spacing(in oc) Start(ft) End(ft) TC 43 -3.46 1.54 TC 34 1.54 5.21 TC 43 5.21 10.04 BC 52 0.28 6.47 t!>JIUl�j Apply purlins to any chords above or below fillers CC '�lty at 24' OC unless shown otherwise above. Loading O�a--aa``a•a • e�1an••�aY�J�"/Y #1 hip supports 5-0-0 jacks at left end and 4-10-0 a�V VC•�• jacks at right end.Jacks have no webs. �. a Wind o. 648 • � i � � a Wind loads and reactions based on MWFRS. a � a � m i ATE .�,•�,$ #0278/Oil/s'oMAI- N-V ove 11/10/2 01t�fN1!!{iltUll\4ti� **WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached r! id ceilin Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3,137 or 810, as applicable. 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 Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANn,,�,,,,AW 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 ability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.l insLor ;SBCA:www.sbcindust .Com;ICC:www.iccsafe.org Orlando FL,32837 Job Number: 50224C Ply: 2 SEAN:825130 /T10 MONO Cust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1517.07500 Thus Label: K75 2-PLY Page 1 of 2 JB / OF 11/10/2017 5 2 Complete Trusses Required 3'0"1 7'1"8 8'4"12 107"12 13'6" 3'0"1 4'17 1'3"47'- 2'3" 2'10"4 111114X6 111264 =4C4 1112X4 =3X4= 4X4[171 IL L L��l Li W12 20 N 20 N W1 3X4[16] 1112X6[1'9] T N M KL J I 1112X6[3] =4X4[4] =4X4 =7X8 1112X4 1112X4 1112X6 2'10"l 4'37 1'5" 1' 1'5"8 1 2'6" 2'10"l 7'1"8 1 8'6"8 1 9-6--81 11' 1 13'6" 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):-0.104 C 999 240 0 1893 /1333 /- /- /65 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.196 C 827 180 G 1765 /1233 /- /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.013 G - - Wind reactions based on MWFRS EXP:D Des Ld: 37.00 HORZ(TL): 0.022 G O Min Brg Width Req= 1.5 NCBCLL:0.00 Mean Height:32.75 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 TCDL:4.0 psf s Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.991 Bearings 0&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.896 Re Factors Used:No Max Web CSI: 0.664 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft p Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall: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.0525.16 A-B 950 -1343 D-E 1858 -2645 Lumber Purlins B-C 967 -1363 E-F 1080 -1552 C-D 1811 -2578 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x6 SP#2 to laterally brace chords as follows: d Forces Per Ply(lbs) Bot Chord Bot chord 2x6 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Chords Maximum BoBo Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W1,W12 2x6 SP#2: TC 73 0.00 13.50 Lumber value set"138"uses desi n values BC 115 0.00 9.40 N-M 1363 -967 J-H 1690 -1185 approved 1/30/2013 by ALSC g Apply 61 9.40 13.50 K-J 1708 -1196 pp y purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Nailnote The TC of this truss shall be braced with attached Maximum Web Forces Per Ply(Ibs) Nail Schedule:0.131"x3",min.nails spans at 24"oc in lieu of structural sheathing. Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"o.c. A-0 706 -997 K-E 1059 747 Bot Chord:1 Row @ 7.50"o.c. Wind Webs :1 Row @ 4"o.c. A-N 1692 -1177 E-H 449 -591 Use equal spacing between rows and stagger nails Wind loads and reactions based on MWFRS. C-M 650 -878 H-F 1686 -1173 in each row to avoid splitting. Left end vertical exposed to wind pressure. C-K 1592 -1106 F-G 558 -784 (1)1/2"bolts MAY BE USED FOR Deflection meets U240. M!�j�,� M-K 1744 -1237 (2)0.131"x3",min.nails ON rr EITHER THE TOP OR BOTTOM CHORDS. ►S 1' NZ Special Loads Age+••••••• • R�•n�••YY.//�� ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) y17• C +• TC-From 54 plf at 0.00 to 54 plf at 13.50 , • • BC-From 10 plf at 0.00 to 10 plf at 13.50 BC- 538 Ib Conc.Load at 2.06,4.06,6.06,8.06 : G7•t • • BC- 321 Ib Conc.Load at 10.06,12.06 =1 : • Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord �_+Q�• ATE +•+� No Size Shift Bite No Size Shift Bite y�/� ®i+•+F �Qa,++•+ 3 W2X6 S 4.75 4 W4X4 1.75 R 1.75 [19] W2X6 2. 75 R 1.25 4.25 [17] W4X4 1.75 R 2.00 ��0l�' +•••.OR,•+++ #0 278 11/10/2017f "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 othernrise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ri Id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 53,B7 or 610, asapplicable. Apply Oates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildincc�L •, Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the „WCOW,W truss in conformance with ANSIITPI 1,or for handling,shippinlq,installation and bracing of trussesA seal on this drawing or cover patge,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro esstona engineering responsibility solely for the design shown. The sui ability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's geneml notes page and these web sites:ALPINE:www.al ineitwxcrn;TPI:www.t instor;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32837 Job fQumbbr: 50224C Ply: 2 SEAN:825130 /T10 MONO Cust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DnvNo: 314.17.1517.07500 Tfuss Label: K75 2-PLY Page 2 of 2 JB / DF 11/10/2017 Additional Notes Truss must be installed as shown with top chord up. ��p►S FL.��4 o. 648 • o • ATE • �.��;•., ORS V" #0 27so,, NAA��•, vt�' 11/10/2 oututiv+�`,t� "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 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 properry attached ri Id ceilin Locations shown for_permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or p10 as applicable. App?g plates to each face otruss and position as shown above and on the Joinf9Details, unless noted otherwise. kefer to' ALPINE drawings 16OA-Z for standard plate positions. Alpine,a division of ITW BuildincLQComponents Group Inc..shall not be responsible for any deviation from this drawing,apy failure to build the ,,,,,,,,ODWAW truss in conformance with ANSI/TPI 1,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 essiona engmeerinq responsibility solely for the de si n shown. The suitability Suite 150 and use of this drawing for any structure is fhe 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:w Jccsafexrg Orlando FL,32837 Job GJumb9r: 50224C Ply: 2 SEQN:825069 /T5 COMN Cust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1517.10723 Ttuss Label: L68 2-PLY JB / DF 11/10/2017 2 Complete Trusses Required L 4'11" 9110" r 4'11„ 4,11" 12 =4X4 4 B T 4X4�A1) N HA Drq 5"8 85"8 '11" �{ 910 9'10" 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): 0.046 999 240 A 2468 /909 /178 /- /30 /5.5 13CLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.103 999 180 D 3028 /1026 /178 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.029 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL):-0.066 - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:32.40 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 TCDL:4.0 psf Bearings A&D are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.953 g 9 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.778 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate :20(0)): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.16 A-B 310 -617 B-C 301 -607 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Left and right cantilevers are exposed to wind Chords Tens.Comp. Bot chord 2x8 SP SS Dense A-C 620 -292 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 3.00"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1)1/2"bolts MAY BE USED FOR (2)0.131"x3",min.nails ON �UI►Iryj� THE BOTTOM CHORD ONLY. Special Loads ��•+�•�• °�°•°: ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at 0.00 to 55 plf at 4.92 TC-From 27 plf at 4.92 to 27 plf at 9.83 �w BC-From 10 plf at 0.00 to 10 plf at 9.83 g` : 0. 648 • BC- 832 Ib Conc.Load at 1.31,3.31,5.31,5.85 7.85,9.25 s r Purlins g „T� •�• In lieu of structural panels or rigid ceiling use purlins 3 .c��. P1 • C to laterally brace chords as follows: �$'J�°• /C` P °° �! Chord Spacing(in oc) Start(ft) End(ft) �fi °O�L OR,VTC 62 0.00 9.83 .•°° yt� BC 107 046 9.38 �i''� A°�•••vo••j° �.� �� Apply purlins to any chords above or below fillers #02 8 ��isu/DN at 24' OC unless shown otherwise above. �tftilWjuto� 11/10/20]7 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted othervise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro[erly attached rigid ceiling Locations shown for permanent lateral restraint cf webs shall have bracin installed per BCSI sections 133,B7 or 910, as applicab-le. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,an�failure to build the u tiro,N truss in conformance with ANSIf�PI 1,or for handlinT shipping,Installation and bracing of trussesA seal on this drawl g or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esstona engineering responsibility solely for the design shown. The sui abtllty and use of this Q�awing for any structure is phe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI: www.t inst.org:SBCA:www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32837 Job(dumber: 50224C Ply: 1 SEAN:687237 /T12 COMN Cust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 5 FROM:RCT DrwNo: 314.17.1517.13227 TFuss Label: L69 JB / OF 11/10/2017 4'11" 9110" 4'11" 4'11" 12 =3X4 4 B T C`i A C E =3X4(B1) =3X4(B1) 8 8'11" 5'8� 9'10" 9'10" 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):-0.110 B 926 240 D 369 /230 /173 /- /30 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.149 B 679 180 E 368 /230 /173 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.014 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL):-0.019 - - D Min Brg Width Req= 1.5 Mean Height:32.40 ft Code/Misc Criteria CreepFactor:1.5 E Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf Bearings D&E are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.592 g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.822 Re Factors Used:Yes Max Web CSI: 0.000 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: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 A-B 699 -451 B-C 699 -450 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 A-D 342 -478 A-C 730 -1027 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 9.83 BC 118 0.00 9.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. ttldlQgf��k Wind loadsWind basedon MWFRS with additional C&C member h��•••v■`■ ■ ■�f•�+.r'AfI Left and right cantilevers are exposed to wind 3 V ••�` •'�/ • o. 646 f • . • �v 40278 11/10/2017 "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 sheathin and bottom chord shall have a properly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applical5 e. Apply pCates to each face oftrussand position as shown above and on the Join 9Details, 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 Mnwcoeuury truss in conformance with ANSI 1,or for handlin j 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 engineenn responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is the responsibility of the�uilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.or;SBCA:www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32837 • Job Number: 50224C Ply: 1 SEAN:687238 /T24 DGAB Cust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1517.15647 Tfuss Label: L70 JB / DF 11/10/2017 i 4'11" + 9'10" r 4'11" 4'11" f--1,4"--{ (TYP) 2'3"4 --4X4 T _o =3AX4(D1) =3X4(G) Tz_s 9110.1 L 9'10" 9.10.1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF 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 L 999 240 M' 75 /43 /35 /- /3 /118 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 L 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 L - - M Min Brg Width Req= - Des Ld: 37.00 EXP'D HORZ(TL):-0.001 L Bearing M is a rigid surface. Mean Height:32.14 ft Code/Misc Criteria CreepFactor:1.5 NCBCLL:10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.065 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: 0.049 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.074 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 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 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) �q TC 60 0.15 9.69 !flllfglip� BC 75 0.00 9.83 at OClns to unless shownchords otherwir a above. e or below fillers ��• _, ■ .s�.fs Wind � • Wind loads based on MWFRS with additional C&C member design. ; 0. 648 Additional Notes * i See DWG GBLLETIN1014 forable wind bracing = w • 9 9 1�TE requirements. �Q • • 3 o • Collar-tie braced with continuous lateral Gig '+, /C O`'"+•+ bracing at 24"OC.or rigid ceiling. Hyl •+. L 0R, •••� ��.$ i '••••....• #02 8 N `�. � 11/10/2017 •'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propefly attached riqid ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply places to each face oftruss 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 drawing,any failure to build the M„W ,,. COWA truss in conformance with ANSIPl 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)esslona engineering responsibility solely for the design shown. The sui ability and use of this drawing for any structure is fine responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. inst.or;SBCA:www.sbcindusl .tom;ICC:www.iccsafe.crg Orlando FL,32837 Job(dumber. 50224C Ply: 2 SEQN:687248 /T41 FLAT Cust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DrwNo: 314.17.1517.39060 Truss Label: M71 2-PLY Page 1 of 2 JB / DF 11/10/2017 2 Complete Trusses Required 1112X4 A 1113X4 g T F-1 rn D C 1113X4 1112X4 4' 4' 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):-0.000 A 999 240 D 607 /254 - BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 706 /284 - BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - Wind reactions based on MWFRS P'D HORZ L 0.000 A D Min Br Width Re Des Ld: 37.00 Mean Height:31.94 ft � ) g q NCBCLL:0.00 Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.066 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: 0.445 Spacing:24.0" C&C Dist a:3.00 it Rep Factors Used:No Max Web CSI: 0.047 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 Purlins Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x6 SP#2 to laterally brace chords as follows: Bot chord 2x6 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP#3 TC 48 0.00 4.00 BC 48 0.00 4.00 Lumber value set"136n "uses design values 9 Apply purlins to any chords above or below fillers approved 1/30/2013 by ALSC at 24' OC unless shown otherwise above. Nailnote The TC of this truss shall be braced with attached Nail Schedule:0.1 31"x3",min.nails spans at 24"oc in lieu of structural sheathing. Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 6.00"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1)1/2"bolts MAY BE USED FOR ►Nl��s� (2) x3",min.nails ON �■ (S S' ��Woj� EITHER THE TOP OR BOTTOM CHORDS. Special Loads .�• SF+� --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 54 plf at 0.00 to 54 plf at 4.00 BC-From 10 plf at 0.00 to 10 plf at 4.00 ` : o. 648 • BC- 528 Ib Conc.Load at 1.52,2.85 y : • • Wind �0 r A E oo■� Wind loads and reactions based on MWFRS. • Additional Notes .y"r�y•+ /C�, Op` +� �Cj Truss must be installed as shown with top chord up. ',,,S�u�� +•.;QR,,••��r•��r`�`, 11/10/2017 "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 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 BCS]sections B3,B7 or 910, as applicable. Apply plates to each face.ortrussand 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,$Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the ANnwCOMPAW truss in conformance with ANSI 1,or for handl%shlppinq,Installation and bracing of trussesA seal on this drawing or cover pae 2400 Lake Orange Dr. listingthis drawin indicates acceptance of pro)essionar en ineerm responsibility sole) for the design shown. The suitabilitySuite 150 and se of this gnawing for any structure is the responsibility g of the Building Designer per1ANSI/TPI 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 insLor ;SBCA:www.sbcindust .com;ICC:www.iccsafe.org Orlando FL,32837 Job dumber: 50224C Ply: 2 SEQN:687248 /T41 FLAT Crust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 1 FROM:RCT DwNo: 314.17.1517.39060 Truss Label: M71 2-PLY Page 2 of 2 JB / OF 11/10/2017 Hangers/Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=0' y=30'5"12 uses the following support conditions: Bearing D (0',30'5"12)HGUS26-2 Supporting Member:(4)2x8 SP SS Dense (20)0.148"x3.25"nails into supporting member, (6)0.148"x3.25"nails into supported member. Bearing C (3'9",30'5"12)HGUS26-2 Supporting Member:(4)2x8 SP SS Dense (20)0.148"x3.25"nails into supporting member, (6)0.148"x3.25"nails into supported member. . 'YY o. 648 R c #0 2784`,S/ONAI. 11/10/2017 "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 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attachetl rigid cei]inp Locations shown for permanent lateral restraint of webs shall have bracingg Installed per BCSI sections B3,B7 or 910, as app]ical5 e. 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 BuildingQ Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mnw�,M. truss in conformance with ANSIIfPI 1,or for handlin,shlppinlq,Installation and bracing of trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)essiona. engmeenn responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. Suite 1FL,32837 For more information see this job's general notes age and these web sites:ALPINE:www.al ineitw.com;TPI:www.t instor ;sackwww.sbcindus .com:ICC:www.iccsafe.org Orlando Job Number: 50224C Ply: 1 SEAN:825004 /T38 EJAC Cust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 8 FROM:RCT DrwNo: 314.17.1517.41970 Truss Label: EJ72 JB / DF 11/10/2017 12 2.5 B T rn A C 2X4(A1) 7' 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 /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 266 /159 /127 /- /97 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 128 /- /67 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.014 C B 173 /184 /55 /- /- /1.5 Des Ld: 37.00 EXP'D HORZ(fL): 0.028 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:32.04 ft 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 2010 RES Max TC CSI: 0.763 g Min Brg Width Req Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.504 g q Spacing:24.0" C&C Dist a:3.00 It Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A 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.o0E.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 7.00 BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind � I@ jf,ftwy� Wind loads based on MWFRS with additional C&C member design. �-.••' ' •�� o. 648 • • F••:c�O RVOX'�� J'� #0 278 �+i+rt+oatet>Nti�� 11/10/2017 "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 shipping, practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 610, as applicable. Appy plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise. kefer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build MMCOWAW truss In conformance with ANSIlI PI 1,or for handling,shipping,Installation and bracing of trussesA seal on this drawing or cover pa�e,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of professlonar engineering responslbilitt��solely for the design shown. The sui ability 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.tpinst.or ;SBCA:www.sbcindust .com;ICC: www.icesafe.org Orlando FL,32837 Job rfumber: 50224C Ply: 1 SEQN:687244 /T13 EJAC Cust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 3 FROM:RCT DrwNo: 314.17.1517.45323 Truss Label: EJ73 JB / DF 11/10/2017 12 C 4 B T N r N A =4X4(A2) D N T 3'4"13 117113 3'4"l 3 5' 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 Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.008 D 999 240 A 203 /131 /49 /- /109 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.014 D 999 180 D 25 /- /13 /- /- /1.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL):-0.005 D - - C 158 /143 /51 /- /- /1.5 Des Ld: 37.00 R ) EXP'D HORZ L: 0.008 D Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:31.41 It Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 TCDL:4.0 psf D Min Brg Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Cade: FBC 2010 RES Max TC CSI: 0.161 C Min BrWidth Req Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.015 g q— . Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A 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 2x8 SP#2 Bot chord 2x4 SP#2 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 63 -3.40 1.60 BC 15 0.34 1.60 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 v7 ~C`AYJ` ry member design. ��s,••'� • • ��/�/ Additional Notes � • Provide(2)0.131"x3.0",min.toe-nails at top chord. •* s Provide(2)0.131"x3.0",min.toe-nails at bottom chord. Q, 648 • ,®°:, ATE :Q NX #0 278 NA �turt+aao.wn;'�" 11/10/2017 "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 sa ety practices pnor 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 rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ insia]led per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face.of truss and position as shown above and on the JOInCDetaIIS, unless noted otherwise. Refer 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,any failure to build the P1 nWOOMPAW. truss in conformance with ANSI PI 1,or for handlin,shipping,Installation and bracing of trussesA seal on this drawing or cover pae 2400 Lake Orange Dr. F, this drawing,indicates acceptance of pro essiona, engmeermg responsibility solely for the design shown. The suitability Suite 150 and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t instorg;SBCA: www.sbcindus .com;ICC: www.iccsafe.org Orlando FL,32837 " Job Dumb®r: 50224C Ply: 1 SEQN:824996 /T39 HIP_ Cust:R9353 JRef: 1 W5T93530016 L 52 N.ATLANTIC BEACH DUVAL CTY Qty: 2 FROM:RCT DrwNo: 314.17.1517.48063 Truss Label: HJ74 JB / DF 11/10/2017 I _ 5'2"5 9110"1 5'2"5 i 4711 1.77 0 C 2X4 B r A r E D 5X5 2X4(A1) 9'6"9 13" 916"9 '1 "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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.078 B 999 240 A 291 /190 !- /- /- /4.2 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.118 B 982 180 D 347 /119 /- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.015 E - - C 223 1253 /- /- /- /1.5 EXP:D HORZ L 0 019 E Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:32.03 ft � ) A 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 Bldg Code: FBC 2010 RES Max TC CSI: 0D Min Brg Width Req= - BCDL:5.0 psf .979 C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.980 Re Factors Used:No Max Web CSI: 0.559 Bearing A 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): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.16 Chords Tens.Comp. Lumber A-B 912-1026 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Webs 2x4 SP#3 Lumber value set"136"uses design values A-E 1011 -889 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 to laterally brace chords as follows: B-E 911 -1036 Chord Spacing(in oc) Start(ft) End(ft) TC 61 0.00 9.84 BC 66 0.15 9.84 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. �`R>tot/ldtlajjd. Loading � �+ �j a 7* Hipjack supports 6-11-8 setback jacks with no webs. �� ,••'• • •••ff+ Wind •�� • Wind loads and reactions based on MWFRS. f� a. 646 f • O • * s ATE `s #0 278 . OAI+ ;,; ,, ` 11/)0/20» **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices 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 ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 63,B7 or 610, as applicable. Applgy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc..shall not be responsible for any deviation from this drawing,apy failure to build the a ro�,v truss in conformance with ANSI 1,or for han& 4,shlppinp,installation and bracing of,trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)esslonaf engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this 4rawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.org;SBCA: www.sbrindust .com;ICC:www.iccsafe.or Orlando FL,32837 Job Numbor: 50224C Ply: 1 SEAN:825037 /T30 HIP_ Cust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 2 FROM:RCT DrwNo: 314.17.1517.53383 Truss Label: HJ75 Page 1 of 2 JB / DF 11/10/2017 3'11"12 8'2"15 3'11"l 2 4'3"4 1.77 0 C 2X4 B r` A T 814 1113X6(GI) ED 4X4 151 P 7'513 3" AY1b 7'11"7 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):-0.064 B 999 240 A 289 /149 /- /- /- /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.070 B 999 180 D 278 /109 /- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 C - - C 58 /68 /- /- 1- /1.5 Des LdMea : 37.00 D HORZ(TL): 0.026 E Wind reactions based on MWFRS Mean Height:32.15 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= - NCBCLL:10.00 TCDL:4.0 psf D Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.824 C Min Brg Width Req Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.744 g q Spacing:24.0" C&C Dist a:3.00 it Rep Factors Used:Yes Max Web CSI: 0.323 Members not listed have forces less than 375# Loc.from endwall:Any 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.0525.16 Lumber A-B 553 -684 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 A-E 672 -537 :Lt Stub Wedge 2x4 SP#3: Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Special Loads B-E 554 -694 -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 8.25 BC-From 2 plf at 0.00 to 2 plf at 8.25 TC- 120 Ib Conc.Load at 2.62 TC- 221 Ib Conc.Load at 5.44 BC- 89 Ib Conc.Load at 2.62llpfo. BC- 163 Ib Conc.Load at 5.44 Purlins �� •`'.•�7■!!°°'••A-f �beY In lieu of structural panels or rigid ceiling use purlins .°•°` a��•• Q> to laterally brace chords as follows: V • $ Chord Spacing(in oc) Start(ft) End(ft) • TC 75 0.00 8.25 : 0. 648 e BC 99 0.00 8.25 a Apply purlins to any chords above or below fillers * , at 24"OC unless shown otherwise above. • a a ATE Wind S.g�:• Wind loads and reactions based on MWFRS. • • • y,�.yd.��••,�L ORS®�.•""��$�� 4% •••H�••��• 40278`''�4yss/QNq` nwitat"o 11/10/2( -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing,and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for sa ety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. AppT4y plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin$cLComponents Group Inc..shall not be responsible for any deviation from this drawing,apy failure to build the F ,w�,� truss in conformance with ANSI 1,or for handling shipping,Installation and bracing of trussesA seal on this drawing or cover pa�e,, 2400 Lake Orange Dr. listing this drawinct indicates acceptance of pproTessionar engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t instor;SBCA:www.sbcindust .com;ICC:wwwJccsafe.org Orlando FL,32837 Job Rumber: 50224C Ply: 1 SEAN:825037 /T30 HIP_ Cust:R9353 JRef: 1W5T93530016 L 52 N.ATLANTIC BEACH DUVAL CTY Qty: 2 FROM:RCT DrwNo: 314.17.1517.53383 Truss Label: HJ75 Page 2 of 2 JB ! DF 11/10/2017 Hangers/Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=0' uses the following support conditions: Bearing A (0',30'9"10)SUR26 Supporting Member:(4)2x6 SP SS Dense (6)0.148"x3.25"nails into supporting member, (6)0.148"x1.5"nails into supported member. Bearing A (0',30'9"10)SUL26 Supporting Member:(4)2x6 SP SS Dense (6)0.148"x3.25"nails into supporting member, (6)0.148"x1.5"nails into supported member. tRftllpj(0�,� o. 648 f � 46 ZO • IV ■ s,®e• ATE #0 27s'114''s/01VAL �aru+�.w+�►►'y4' 11/10/2 17 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properyy attached rlpid ceiling Locations shown for permanent lateral restraint of webs shall have brachq Installed per BCSI sections B3,B7 or B10 as applicable. Apply plates to each face.oftrussand position as shown above and on the Joinf9Details, unless noted otherwise. (tefer 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 A MCD H,,,. truss in conformance with ANSI/ PI 1,or for handling.shipping,installatldn and bracing of trussesA seal on this drawing or cover page_, 2400 Lake Orange Dr. listing this drawin indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitability Suite 150 and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:www.t inst.or ;SBCA:www.sbcindusl .com;ICC:www.icesafe.org Orlando FL,32837 • Job f0umber: 50224C Ply: 1 SECiN:687251 /T9 HIP_ Cust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY City: 2 FROM:RCT DrwNo: 314.17.1517.58903 Truss Label: HJ76 JB / DF 11/10/2017 2.83 12 C B _F A =4X4(A2) D 4'8"14 213114 4'8"14 710112 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): 0.019 D 999 240 A 155 /99 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.044 D 999 180 D 26 /- 113 /- /- /1.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.008 D - - C 251 /191 /- /- /- /1.5 Des Ld: Mean Height:31.40 ft 37.00 D HORZ(TL): 0.018 D Wind reactions based on MWFRS Mea NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 A Min Br 9 Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.321 D Min Br g Width Req= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.025 C Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.000 Bearing A 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(OE.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x8 SP#2 Bot chord 2x4 SP#2 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -4.74 2.27 BC 21 0.55 2.27 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. MH1�1ff��k Loading Hipjack supports 4-11-8 setback jacks with no webs. �v .°*�■■ . .■■^,•�lfw' yY� Wind °°°Y �C►•♦��s�/ TC. Wind loads and reactions based on MWFRS. � .� ■ o. 648 Additional Notes a • Provide(3)0.131"x3.0",min.toe-nails at top chord. * ; Provide(2)0.131"x3.0",min.toe-nails at bottom chord. 46 _ #0 278 11/10/2017 "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 attach6d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin Insalled per BCSI sections B3,B7 or 910, 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. Alpin@,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,an�r failure to build the ANffWCOWMY truss In conformance with ANSI 1,or for handlingf,shipping,Installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake orange Dr. listing this drawingc1 indicates acceptance of ro 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 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 .corn;ICC:w Jccsafe.org Orlando FL,32837 Job"umber: 50224C Ply: 1 SEAN:825003 /T21 JACK Cust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 6 FROM:RCT DrwNo: 314.17.1518.02003 Truss Label: CJ77 JB / DF 11/10/2017 12 2.5 B T w A ZD C 2X4(A1) 4'11"11 4'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt.NA Ce:NA VERT(LL):NA A 190 /113 /91 /- /69 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(fL):NA C 90 /- /47 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 C - B 122 /130 /39 /- /- /1.5 — EXPDes Ld: 37.00 D Mea HORZ(TL): 0.010 C Wind reactions based on MWFRS Mean Height:31.83 ft NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.441 B Min C Min Br Brg Width Re Width Req Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.251 g q= . Re Bearing A is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft P Factors Used:Yes Max Web CSI: 0.000 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.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set 1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 61 0.00 4.97 BC 58 0.15 4.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. RHlpq�pd�k Wind G�►S ;F(F��b Wind loads ed on MWFRS with additional C8C 4,0 member design. A��• ■ . .��•fj_ O. 648 _* ••.**Mae**• lRr am • #o z78��'' `SON�OL � 11/1M oto tmfntd+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,handling shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) y safety practices pnor 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 ri id xilin Locations shown for ermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or 1310, as appllcab�e. Apply plates to each face ofPtruss and position as shown above and on the Join�Details, unless noted otherwise. f7efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildincLQComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the a,rTWCOWAW truss in conformance with ANSITTPI 1,or for handl%shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essiona engineering responsibilittyy solely for the design shown. The sui0ability Suite 150 and use of this drawing for any structure is tphe 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.sbcindus .com;ICC:www.iccsafe.org Orlando FL,32837 ■ Job(Numb@r: 50224C Ply: 1 SEQN:825035 /T17 JACKFC.stR9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 2 FROM:RCT o: 314.17.1518.05290 Ti'uss Label: CJ78 / DF 11/10/2017 2.5 0 B T A 90 co III 3X6(G 1) C 4"1 3'6"2 A4"1' 3'10"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 143 /80 /68 /- /53 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 73 /- /38 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 B B 99 /110 /31 !- /- /1.5 EXP:D Des Ld: 37.00 Mean Height:31.94 it HORZ(TL): 0.011 C Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.321 C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.165 B Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Members not listed have forces less than 375# Loc.from endwall:not in 4.50 ft FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.01.00E.0525.16 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Top chord 2x4 SP#2 member design. Bot chord 2x4 SP#2 :Lt Stub Wedge 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 47 0.00 3.85 BC 46 0.00 3.85 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. fM/y Hangers/Ties Recommended hanger connections are based on •••a •c�`'•bf''�� ' manufacturer tested capacities and calculations. • 8 °+ Conditions may exist that require different connections than indicated.Refer to manufacturer : Q publication for additional information. i d, 648 a a Bearing at location x=0' y=30'9"10 uses the following support conditions: Bearing A (0',30'9"10)HTU26 Supporting Member:(4)2x6 SP SS Dense A ATE 0 (20)0.148"x3.25"nails into supporting .A® .•tG'� C member, 6i� '+• /C Pe•• `I.� (11)0.148"x1.5"nails into supported Hyl /C` +. C 0R,Q••• member. icy�sZ.;w1ulAZ� '•..■..••'• . #0 278 �ZfNAI-ti� 11/10/2017 **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 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 83,B7 or 910, _ as applicable. Applgy 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,an failure to build the „�, ��,,V,,, truss in conformance with ANSI 1,or for handlin,shippinlq,installation and bracing of,trussesA seal on this drawing or cover pa e,. 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro esslona, engineering responsibility solely for the design shown. The su bblllty and use of this d�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.or;SBCA:www.sbdndus .com;ICC:www.iccsafe.org Orlando FL,32837 a Jobklumbpr: 50224C Ply: 1 SEQN:825002 /T26 JACK Cust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 6 FROM:RCT DrwNo: 314.17.1518.08287 11vss Label: CJ79 JB / OF 11/10/2017 2.5 0 B T A 20 C 19 2X4(A1) 2'11"11 2'11"11 Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 116 /67 /56 /- /41 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 53 /- /28 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 C B 71 /77 123 /- /- /1.5 EXP:D Des Ld: 37.00 HORZ(TL):0.002 C Wind reactions based on MWFRS Mean Height:31.62 ft NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00BCDL:5.0 sf Bldg Code: FBC 2010 RES Max TC CSI: 0.236 C Min Brg Width Req= - p B Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.108 Bearing A is a rigid surface. Spacing:24.0" C8C Dista:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 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.17.01.00E07525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 36 0.00 2.97 BC 34 0.15 2.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. ��++OiHUrrWri��k Wind Wind loads ed on MWFRS with additional C&C member design. ��e7_ ■ s"■��•YY♦jj�s • 0. 648 1 a =ss.p ATE all Q #0 278 HSONAt � tutttaittu+� 11/10/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bractn Installed per BCSI sections B3,B7 or 610, as applicar' e. Apply prates to each face.oftruss and 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/$cLComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A,II,.COMPAW truss in conformance with ANSI 1,or for handling,shipp'inq,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro)esslonarr 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.tpinstor;SBCA:www.sbcindus .com;ICC:w Jccsafe.org Orlando FL,32837 JobWumber: 50224C Ply: 1 SEAN:825036 /T18 JACK Cust:R9353 JRef: 1W5T93530016 U52 N.ATLANTIC BEACH DUVAL CTY Qty: 2 FROM:RCT DrwNo: 314.17.1518.20100 Truss Label: CJ80 JB ! DF 11/10/2017 2.5 0 B A 00 bo 1113X6(G1) C 4"1 1'6"2 �4'1 1'10"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 loo Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf'.NA Ce:NA VERT(LL):NA A 69 /34 /33 /- /25 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 36 /- /18 /- /- /1.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL):-0.001 B - - B 48 /56 /15 /- /- /1.5 Des LdEXP:D: 37.00 HORZ(TL):-0.001 B - - Wind reactions based on MWFRS Mean Height:31.73 ft Code/Misc Criteria CreepFactor:1.5 A Min Brg Width Re NCBCLL:10.00 TCDL:4.0 psf q Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2010 RES Max TC CSI: 0.115 C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.048 B Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:20(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.16 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Top chord 2x4 SP#2 member design. Bot chord 2X4 SP#2 :Lt Stub Wedge 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 23 0.00 1.85 BC 22 0.00 1.85 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. 4�ry Hangers/Ties • Recommended hanger connections are based on 4P ed/ manufacturer tested capacities and calculations. • �+ °+ Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. all Q, 648 � Bearing at location x=0' ,y=30'9"10 uses the following • support conditions: i Bearing A (0',30'9"10)HTU26 t i Supporting Member:(4)2x6 SP SS Dense "'S „A�• ATE ••Q (20)0.148"x3.25"nails into supporting o • $ member, .� +♦ ♦ [, ol, (11)0.148"x1.5"nails into supported yj '+ 0R\P••••,�V member. �i •+�••• Zt. #0 278�yi��i� aaatiutut• ��a1.+' 11/10/2017 —WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,by TPI an c7 SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 83,B7 or 910, as appllcab�e. Appy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building ,,,, Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,r,�,m,A AW truss In conformance with ANSI gPI 1,or for handlin,shipping,installation and bracing of,trussesA seal on this drawing or cover pa a.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineennq responsibility solely for the design shown. The P.Mability and use of this Qrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t insLor;SBCA:www.sbcindust .com;ICC:wJccsafe.orq Orlando FL,32837 a Job#lumber: 50224C Ply: 1 SEAN:825005 /T28 JACK Cust:R9353 JRef: 1W5T93530016 L/52 N.ATLANTIC BEACH DUVAL CTY Qty: 4 FROM:RCT DrwNo: 314.17.1518.25940 Tfuss Label: CJ81 JB / DF 11/10/2017 2.5 0 B A T T 20 6"'1 0O C 2X4(A1) 1 . 11"11 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):NA A 43 /22 /20 /- /13 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 15 /1 /8 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 C B 20 /23 /6 /- /- /1.5 Des Ld: 37.00 a.D MeHORZ(TL): 0.000 C Wind reactions based on MWFRS Mean Height:31.41 ft NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 A Min Big Width Req= 1.5 Soffit: 2.00 Bldg Code: FBC 2010 RES Max TC CSI: 0.017 C Min Br gWidth Re q= - BCDL:5.0 psf B Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.009 Re Factors Used:Yes Max Web CSI: 0.000 Bearing A 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.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"ll 3B"uses design values approved 1/30/2013 by ALSO 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 12 0.00 0.97 BC 10 0.15 0.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind {,�►a7 f4! Wind loads ed on MWFRS with additional C&C member design. ��77e!°�• ' •S°�.o� f o. 648 $ g • * .�*' ATE •�+�Q�& o. V 40278 wtr ;1;V0' 11/10/2017 "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 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 sheathingand bottom chord shall have a properly attached ri id ceiling Locations shown forpermanent lateral restraint of webs shall have bracin insalled per BCSI sections B3,B7 or 910, as app]icab�e. Apply plates to each face ortruss and position as shown above and on the Jolnt9Details, 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 ppIMCOp,MY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page., 2400 Lake Orange Dr. listing this drawing indicates acceptance of ro essrona engineering responsibility solely for the design shown. The sui ability and use of this r7rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or;SBCA:www.sbcindus .com;ICC: www.iccsafe.org Orlando FL,32837 � \ 1 1 1 Galole Detail For Let-In Verticals Gable Truss Plate Sizes Sn. Abouyt + Refer to appropriate Alpine gable detail for o minimum plate sizes for vertical studs, (E)Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a + single plate that covers the total area of the overlapped plates to span the web, Vertical + al 2*2X4 Exompler LtYPth 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member + Toe-Hall - Or - End-nal) + F To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T' Increase by length (based on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nnilsr Maxlmum allowable 'T' reinforced gable vertical 10d Common (0.148'x 3.',min) Nails at 4' o,c. plus length Is 14' from top to bottom chord, (4) nails In the top and bottom chords, 'T' reinforcing member material must match size, Rigid Sheathing Toenalled Nails, specie, and grade of the 'L' reinforcing member. 10d Common (0.148'x3',min) Toenalls at 4' o,c, pluseb Length Increase w/ °T" Brace 4 Nall (4) toenails In the top and bottom chords. 'T' Relnf, 'T' .T. This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load, 2x4 30 Member ASCE 7-05 Gable Detall Drawings Example) 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Nulls A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1,00 Gable S aced At ASCE 7-10 Gable Detail. Drawings Gable Vertical = 24'o,c. SP #3 Truss 4' O.C. g A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A2001 'T' Brace Increase (From Above) = 307 = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, c 010 !n!!y (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030EN11101 3 O1 �Ij� Maximum 'T' Reinforced Goble Vertical Length 1 S11515ENC100815, S12015ENC100815, S14015ENC11.30 x 8' 7' = 11' 2' E S 1530ENC100815, S12030ENC100815, S14030 . 6 �a♦��-•.111jI�� 4 Nall S18030ENC100815, S20030ENC100815, 5200 ND1 S OPED 1 815 ♦�/ Ceiling See appropriate Alpine gable detall for maxis m unroll forc gab) ]cal le h. a. 648 • ■■WARNINGIw■READ AND FOLLOW ALL NOTES w THIS DRAVINGI ■ S REF LET-IN VERT ■■DiPORTANT■■FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. r ■ Trusses require extreme care In fabricating,handling,shipping,Installing and bracing, Refer $2 and E • follow the latest edltion of BCSI(Building Component Safety Information,by TPI and SBCA)for s ety ATE i DATE 10/01/14 practices prior to performing these functions, Installers shall provide temporary bracing Untess noted otherwise, top chord shall have properly attached structural sheathing and bottom hon ♦♦ ♦• DRWG GBLLETIN1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of b ♦ ♦♦ shall have bracing Installed per BCSI sections 33,B7 or 310,as applicable. Apply plates to each f ♦ /� 1 of truss and position as shown above and on the Joint Details,unless noted otherwise, d �p� Rf Ier to drawings 16OA-Z far standard plate positions, y ♦+♦•♦Z 0}A� 0�,�♦9♦♦♦♦ Alpine, a division of ITV Building Components Group Inc shall not be responsible for¢ny deviation fro AN I1INCOMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI I,or for handling,shipping, �/fr Installation L bracing of trusses, �i, s/ONA`�� MAX, TOT, LD, 60 PSF A seat on this drawing or cover page listing this drawing,Indicates acceptance of professiaml ��_ 's 1/137231 Riverponl Ddve engineering responsibility solely for the design sham The suitability and use of this drawing "e(I!(�� 61w"' DUR, FAC, ANY 1\Suite\zoo for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Seca #0278 11/10/27 11 Merylentll Heights,)MO\63043 For more Information see this Job's general notes page and these web sitesi MAX, SPACING 24,0" 1 ALPINE-www,alpineitw,coni TPI,www.tpinst.orgi SBCAi www.sbcindustry.orgi ICC,www,lccsafe.arg