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1823 ATLANTIC BEACH DR SFR PERMIT CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 .� INSPECTION PHONE LINE 247-5814 �r 3 , SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 ]OB INFORMATION: Job ID: 16-SFR-1013 Job Type: SINGLE FAMILY RESIDENCE Description: NEW HOME AND DRIVEWAY Estimated Value: $999,999.00 Issue Date: 6/3/2016 Expiration Date: 11/30/2016 PROPERTY ADDRESS: Address: 1823 ATLANTIC BEACH DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: MARCUS ALLEN HOMES Address: 11210 Phillip Industrial BLVD E STE 13 Phone: - - PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 UTIL REV RESIDENTIAL BLDG $50.00 STATE DCA SURCHARGE $40.20 SEWER SDC-SYSTEM DEV CHG $4,050.00 STATE DBPR SURCHARGE $40.20 WATER CONNECTITAP& METER $370.00 WATER CROSS CONNECTION $50.00 RIV90.�TIEI�9BY4<8"TBRbT L9@1r'641®ANCE$TlTgpgp CrrT OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 BUILDING PERMIT FEE $2,680.00 PLAN CHECK FEES $1,340.00 Total Payments: $9,860.40 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �s�yr City of Atlantic Beach r— ,'�i.F_{-r APPLICATION NUMBER Building Department - �"_,•�–_ �tr (To be assigned by the Building Department.) ^ i 800 Seminole Road Atlantic Beach,Florida 32233-5445 MAY 0 3 2016 Phone(904)247-5828 - Fax O; (90_W-5845 D E-mail: building-dept@wab.us --_ Date routed: Z Cityweb-site: hdp:/Nrww.coaw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1Q Z 3 �Q�TYC �.C�WF - Peview eview re uired Yes No Applicant: �(Jj--(f/�S �� tor Project Y Peview fee $ - - Dept Signature j Other Agency Review Or Permit Required Review or Receipt Date Of Permit Verified B 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. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: is tp TREE ADMIN. Second Review: ❑Approved as revised. ❑Deni . PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: :wlse 05/14/09 $tflUXM PERivIIT APPLTC CITY OF ATLANTIC BEAC D 800 Seminole Road,Atlantic Beach FL 322 ^Lon u% Office:(904)247-5826 • Felt:(904)24758 - 2 Job Address: 1823 Atlantic Beach Orive Atlantic Beach 32233 't Legal Description Lot 45 Block 1 Atlantic Beach CC RE# Valuation of Work(Replacement Cost)$.999,999-00 Heated/Cooled SF 3553 Non-Heated/Cooled 4954 • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed stm s)(Circle one): Commercial Resid�f • If an existing structure,is afire sprinkler system installed?(Circle one): Yes No ED • 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: , Single Family Residential Home Florida Product Approval# for multiple products use product approval form Property Owner Information Name: Marcus Allen Homes Address: 11210 Phillip Industrial Blvd., E.,STE 13 City larksnnylip State ELZip 3225a Phone 904-880-5500 E-Mail bgoreschak@arhomes com Owneror Agent 0rngmt.Pawmareamaeymngeaarie+tm awaim4l William Goreschak 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 NOTOE OF COMMENCEMENT. i1 Contractor Information: Ce,AY e 7�� Name of Company: Marcus Allen Homes Qualifying Agent: William Goreschak Address:11210 Phillip Industrial Blvd E STE 12 City farkannvMe State Zip FL 856 Office Phone 904-880-5500 Job Sita/Contact Number 1#1528/904-955-5981 (M& »kel State Certification/Registration# CG[0475(ff E-Mail haoreschak® rh s om Architect Name&Phone# Arthur RutenhergHgmes_(7771536-5900 Engineer's Name&Phone# APFX Technology(2Q4)87 t 5200 Worker's Compensation No/National Builders Insurance Co/ 0 /10/01/2016 ept niss lI ese oyeet I xptmnon ace Application k hereby made ro obtain a permit ra do the work and irutalfatioru as indicated. /renify that w laoh or installation ken commenced p_nor ro the issuance ofa permit and that all work wit/be peAormed to meet rhe smndards of all laws regu(aring.mnstructian in This jurisdiction. this permi(becomes null and wid if work i nor comme ce33 wiPom sir(6 months, or ejconstnefion or work u sw ended or abandoned(or o period olsu(6 months at any tlme after world men lmderstan�that separate permiu must be securedfor�f a Wor umDing, Signs, el#, Purnaees,Bo H er T ksa it Canddianers Ru Signature of Property Owmer:� 1 rCti �t+" ' Signature of Contractor:"�✓�' Beforg�me tlti Day of Before ax this.�___Day of Notary Public: Notary Public: j hereby ,Yify that hat e r ea I and esandnI'd h-S 'c C and know the same to be true and correct All provisions of laws and ordinances governinf, - r wherher specifred herein or not The grantin ofa rn t presume fo gtve aurh, si+V,,� nelary aumm smw gMbatlaa Jany otherfedderah state,# t Per; "k WentlY Jones �p nonry PuWc 51#1^°1 FbrNa y My Commission FFOV201 P yylrq�tb0.89i14/1�i 'pro,adf' Expires DWW201> p� j ay Cammnran FF 01201 qo,•6 Exgraa 05I11201Y CITY OF ATLANTIC BE PUBLIC UTILITIES 1200 Sandpiper Lane -unit) ru1 ATLANTIC BEACH,FL 32233 ni) (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: S- 3- /(G Project Address: 192,3 3t79LW JD/- No.of Units: Commercial_Residential ✓ Malti-Family New Water Tap(s)&Meter(s) Meter Size(s) �y New Irrigation Meter V/ Upgrade Existing Meter from to / (size) New Reclaim Water Meter ' Size New Connection to City Sewer V Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (APPGcaW) CITY STAFF USE ONLY Application# & - SF- - /0/3 Water System Development Charge $ 11411),Ag Sewer System Development Charge $ 0 15-A ✓ Water Meter Only 1 .4110 Reclaim Meter Only $ Water Meter Tap $ (nates) Sewer Tap $ Cross Connection $ .51) M Other $ TOTAL APPROVED: Kavle Moore.PE (Deputy PW Director or Authoriz Signe) ALL TAP BEQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED �st�V/r City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the BQuilding Department.) 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 - FaX(904)247-5845 pr�9 E-mail: building-dept@wab.us Date routed: .7 L City web-site: hltp:/Avw .coab.us APPLICATION �REVIEW AND TRACKING FORM Property Address: 1�2 3 j /(JjC �.C� ant review required Yes No -yrs�fj//�., m S l Applicant: Plannin &Zoni re Administrator Project / the Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date Of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of-fransportation St.Johns River Water Management District Amy Corps of Engineer; Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. rI Denied. (Circle one.) Comments: fL� 4. I BUILDING PLANNING &ZONING Date: .s TREE ADMIN. Second Review: 30Approveclasrevised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES T/ 7 PUBLIC SAFETY Reviewed bDate: S FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: revised 05174/09 - -$UILDING PErznnrrAPVL _ ----- --- D ova J. , CITY OF ATLANTIC BEAC 800 Seminole Road,Atlantic Beach FL 322r� Ofce:(904)247-5826 • Fax:(904)247-58 �Y - 2 MS Job Address: 1823 Atlantic Beach Drive.Atlantic Beach 32233 ermit Legal Description Lot 45 Block 1 Atlantic Beach CC RE# Valuation of Work(Replacement Cost)S9_99,999 00 He ned/Cooled SF 3553 Non-Bested/Caoled 4954 • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed stmct s)(Circle one): Commercial Residemi • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No ED • 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: , Single Family Residential Home Florida Product Approval# formultiple products use product approval foam Property Owner Information Name: Marcus Allen Homes Address: 11210 Phillip Industrial Blvd.,E.,STE 13 City.lackgonvillP State FJLZip 3225E Phone 904-880-5500 E-Mail bgoreschak@arhomes.com - Owner or Agent (If Agent,Fewer ofAtmmey orA6mxy Laer Reryacdl William Goresehak 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. Contractor Information: Q 750 Name of Company: Marcus Allen Homes Qualifying Agent: William Goreschak Address:11210 Phillip Industrial Blvd., E. STE 13 Citylacksonville State Zip FL32256 Office Phone 904-880-5500 Job Site/Contact Number J#1518/904-055-5981 (MMS) State Certifcation/Registration# CGC)4750 E-Mail hgorecrhakf0,rhnmPc rnm Architect Name &Phone# Arthur Rutenbere Homes (7271536-Sopa Engineer's Name&Phone#-APEX Technology(904)821-5200 Worker's Compensation No/National Builders Insurance Co./ 0 /10/01/2016 t 225'7 urer se cap ogees r�uahona—D m Application is hereby outdo to obtain o penan to do the work and installations as indicated. !cent that no nark or imtallafrun hat commenced Wto the issuance ofa permit and that all work will be performed to meet the standards ofall laws regulating construction to IhisJurisdiction. This pemuit becanes mdl and void(work is not commenced within six(6)-months. or ifcarsauction or work is suspended or abandoned/or a periodofsix(6)r oat hs atmy tune a'fi world omen luederstandthat sepnmrepermits mast be securedfor El ec wWar umbing, Signs,Well; ole,purnatu,Bo�erq Xe u ,Ti ba Sir Condidon�a P � Signature of Property Oxmer: fC Sigvaturo afContrector. Before me this Day of Before me this Vd Day of K 40 Notary Public: Notary Publi • l hereby cerl�drat 1 hate read and exanni I h"s 'c f and know the ammo to be true and correct. All prowdow oflaws and ordinances gm•errzin whether specu/red herein a'not. The grant=Ift[yayP /ama7roW¢3n6nppwWou f any other fer7erv(state,o. r e cR l� WendyJones or Nabs, Maay Coma5uX nOtrsat Weadaspires 31 p 9 = Mhz a W H � I , .......... c i w o [ 120- Mh,x Mh,x z ® F ------ a -� ® g m "�a V • '...� .I. ° �d,\yd, � ' I.I. .�1 ;,I �7d - I• o \ Imo••,. ►�,• _y��\�O^ ISI• �'• •\'\• . �Gji I� \ Cl7•' II �,p • cp' I ;mo) I•I• \ \ m G) ` \• / ► o'. Y \' . �."t N io m 1F—o OW pW � ,: '� �• 9 .\' 08 co �• O b Permit Attachment of for Permit# issued 20_Atlantic Beach,FL 32233 Owner's Name: Property Address: R.E.#: Subdivision Lot#/Block#: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT,issued on this A day of M414 204 by Atlantic Beach, Florida, a municipal corporation organized and existing ynder the 1 s of the State of Florida, hereinafter referred to as "CITY" and �J,4 y /,r�,..�.1. i of Atlantic Beach, Florida, hereinafter refesred to as"USER". �-'—t `�"— WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as: W k-144_.17__ -,so_.1,., Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30)days notice by CITY to the USER, said notice to USER shall be given by certified mail, return r eipt requested, to the following address: /1/� The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make arty and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining,repairing,operating,replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code,and all other land use and code requirements of the CITY,including City Code Section 19-7(h)which states"Driveways that cross sidewalks:City sidewalks may not be replaced with other materials, but most be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page 1 of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach,Public Works Department, for said change. The USER shall,at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty(30) days after the day of completion. This permit shall insure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limvtations/mquirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this day Of.20 By: Property Owner -(to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this_ day Of 20, personally appeared before me, a Notary Public in and for said County and State, the property owner of Atlantic Beach,Florida,known to me to be the person(s)described in and who executed the foregoing instrument,who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. Notary Public in for said County and State CITY OF ATLANTIC BEACH, FLORIDA, a municipal corporation: Approved: D'i(aVIUMemea Public grks Director D ? 6bev2r P.G', For Permits where city sidewalk is impacted, City Manager approval required: Nelson Van Liere,City Manager Page 2 of 2 i Y _ 811 z / J I.Init 1217 v L& lit i 4r a 1Ar 1A 99 _ .alby Kgo 'ro n ) -7 �^ CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS � F 8005eminde Roel 904-247-5800 10v> ABantlo Beech,Fkdda 32233-5445 Fax 904-247-5845 PERMIT# PLEASE SUBMIT(2)COMPLETE SETS OF PLANS WITH APPLICATION. Date May 2, 2016 ISSUES BY THE CITV Job Address 1823 Atlantic Beach Drive,Atlantic Beach 32233 E-mail Idaniele-pusateri@arhomes.com Permitee: Marcus Allen Homes Telephone#904-880-5500 Permitee Address: 11210 Phillips Industrial Blvd ESTE 13,Jacksonville, FL 32256 Requesting Permission to Construct: William Goreschak Location: (Reference to Cross-Street) 1. Applicant declares that prior to fling this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalifies: Jacksonville Electric Authority Yes ( No ( Date: Bell South Telephone Company Yes ( ) No ( ) Date: Ferrell Gas - Yes( ) No( ) Date: Comcast Yes ( No( Date: 2. Whenever necessary for the construction, repair, improvement,maintenance, safe and efficient operation, alteration or relocation of all,or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles,wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permitee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of Michael Dufresne (Contractors Project Superintendent) located at 11219 Phillips Industrial Blvd E SrE 13,Jacksonville Telephone#: 904955-5981 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase In Impervious area on owner's lot or In the city Right of Way are to be Included with this application. 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval,then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. B. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder,and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage,and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four(24)hours prior to starting work and again immediately upon completion. OWNER4d1�� ffYY day Sig d: UA ` �te: " Before me this �"t of in the County of W14a1,u;P;ge Of Florida, has personally appeared State of FloridaCounty of Duval. My commisPersonally Known: roduced Identification: E+pirea a9H3r10R Revised 7129/18 1, ,fav , City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach,Florida 3223 3-5 445 Phone(904)247-5626 Fax(904) 247-5845 E-mail: building-dept@wab.us City web-site: http:// w. oab.us LMI APPLICATION REVIEW AND TRACKING FORM PropertyAdddreess:1Q Z �(/MjC ��{.L+�jW�;ewices viewre uired Ye o Applicant: ////¢y- w /7/��j� �5 r Project• z lif Y Review fee $ Dept Signature ti " :fit I gency Review or Permit Required Review or Receipt Dateof Permit Verified Bept.of Environmental Protectionept.of Transportation River Water Management Districtrps of Engineersof Hotels and Restaurantsf Alcoholic Beverages and Tobacco APPLICATION STATUS Reviewing Department First Review: pproved. []Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING — - Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. E]De6kd. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: evlsed 05IM0e �i y�`1'r✓fl CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD yj �l ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS FILE COPY Date: 5.16.16 Permit#: 16-SFR-1013 A licant: Marcus Allen Homes Site Address: 1823 Atlantic Beach Dr. Site Address: 11210 Phillip Indust. Review: Blvd.,E.,STE 13 RE#• Phone: 904-88005500 Email: bizoreschaWarhoines.com orrection Comments: 1. On your product approval sheets you list aluminum framed windows, but you show all final windows on your energy calculation forms page 3 of 5. They must match. Re- submit corrected forms. 2. The ENERGY PERFORMANCE LEVEL DISPLAY CARDS (2) need to be m letely filled out and signed by the builder. Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904( 247-5844 Fax (904( 247-5845 1 Pynci JPG T- 1 ), 16 vS Pm FILE COPY -BtlttBm PERmiTAPPLTCAUE(611/0�vl CITY OF ATLANTIC BEACB00 Seminole RoadAtlantic Beach FL 32pr i� Office:(904)247-5826 • Fax:(904)247-5Job Address: 1823 Atlantic Beach Drive Atlantic Beach 32233 R— 0/3 Legal Description Lot 45 Block 1 Atlantic Beach CC RE# Valuation of Work(Replacement Cost)5999,999.00 Heated/Cooled SF3553 Non-Heated/cmded 4954 • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed struct s)(Circle one): Commercial Residenti • If an existing structure,is a Ste sprinkler system installed?(Circle one): Yes No N/A Submit a Tree Removal Permit Application if any Hees are to he removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Single Family Residential Home Florida Product Approval# fw multiple products use product approval form Property Owner Information Name: Marcus Allen Homes Address:_11210 Phillip Industrial Blvd., E STE 13 City Jacksonville State FL Zip 3275e Phone 904-880-5500 E-Mail bgoreschak(Slarhomes.com Owneror Agent tnngm,rowaofAmmeymAamcyL aReuiml William Goreschak 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 YOUR NOTICE OF COMMENCEMENT. LENDER OR AN ATTORNEY BEFORE Contractor Information: Name of Company: Marcus Allen Homes Qualifying Agent: William Goreschak Address:11210 Phillip Industrial Blvd.. Ewa STE 13 CityJacksonvilln State Zip FL 3771e Office Phone 904-880-5500 Job Site/Contact Number J#1518/904-955-5981(Mike) State Certification/Registration# rG (M7c W E-Mail hgoremhak®arh imnc rum Architect Name&Phone# Arthur Rutenbere Homes (7271 S36-Soon Engineer's Name&Phone# APEX Technology(2Q4)821-5200 Worker's Compensation No/National Builders Insurance Co./ 0 /10/01/2016 Ex�TiaTl.ee e�mproyees� atnnon a�m Appffoefio+is hereby rrmde,to obtain a permit to do the work and lnsedindons as indicated. !cerQfy That no+wrk ar ir+sfa//anon har commenred pp+is to the baeo es ofa peel v and that all work will ,s performed fa meet the smndards ofalf laws regulming construction in Chir jrrnsdicfion. T'hu permit becomes Hoff and void ljxrork is not conmienced within six(6 mantht or�constmetion or work u suspended or abandoned/or a p nodo((siz(b rnamhsatany rime ojter world ec �mene funderstand thatsepmafspennitsm+utbesecuredfor Elect/tea Wor Art. g, Signr,Wef/s,Pools,Furnaces,Bo�erst H er n +ks a it CponQktan•`��t�in 1 .l✓1-..I/CJI ./ 1 /\�^ Signature of Property Owner. F., ".' ' Signature ofContmctor:"" " " �' �ea• tidsit. me�Day of Before me this_a ,_Day of aq 40 Notary Public:\ Notary Public: 1 hereby certify that Umre read and ex ..d h's 'c 1" and brow the same to be true and oorrect. At!provisions oflmvs and or dinances governin whedmr spec+(r'ed herein ar not. The g=a" r n prenm+etogircanrGyp /napurytar�pWwdiar fany other fedeal state,a + t r performance ofconst X yyandYAwrea j MY Commisabn FF OtrE31 a of Flode•Ap pd ENIrea0511ar101i 14/1F 01 Y3117 FILE COPi' poNOTwRZIQ�<9FFICEUSE-OnY ------------ j1VflVU Review Result (circle one Approved Disapproved Approved w/Conditions Review Initials/Date: Development Size Habitable Space 35-51 S.F, Non-Habitable Impervious area Miscellaneous Information Occupancy Group_ Type of Construction V (5 Number of Stories Zoning District L L Max. Occupancy Load Fire Sprinklers Required Flood Zone X Conditions/Comments: I � - Ci of Atlantic Beach 4r^ Tt City ., APPLICATION NUMBER ' Building Department —d�r�. (To be assigned by the Building Department.) r 800 Seminole Road r Atlantic Beach,Florida 32233-54y5 M�� 0.1 IV J — +FIC. - /0/3 Phone(904)247-5826 - Fax(904)247 5845 E-mail: building-dept@wab.us Date routed: d Cityweb-site: http:/Av .coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: / 7- AM7G /J��.G� ent review re uired Yes No Applicant: ////frt4/�[,S /7/��'J /))�S Planning &Zoni /C T ree Administrator Project/Y L&2 dm-Ac, itle Public Safety Fire Services Review fee $ Dept Signature .; Other Agen18vemges or Permit RequiredWRevieworDate Flodda Dept.omental PMeotion Florida Dept.ortation St.Johns Riveanagement District Army Corps of Division of Hotestaurants Division of Alcemges and Tobacco Other: APPLIPAfION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: 'r'r )1" Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. IOWOR C�7encs: BLIC UTILITIES .5- 3-/& PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05H4/09 CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN Crit'RIGHTS OF WAY AND EASEMENTS 900 Sembde Road 904247 r Pllentkeads B .Flaltle 32233-5445 Fax 804247-5-5845 915 PERMIT# PLEASE SUBMIT(2)COMPLETE SETS OF PLANS WITH APPLICATION. Date May 2, 2016 I ISSUES BY THE CITY Job Address 1823 Atlantic Beach Drive,Atlantic Beach 32233 E-mail Idaniele-pusateri@arhomes.com Permitee: Marcus Allen Homes Telephone# 904-880-5500 Permitee Address: 11210 Phillips Industrial Blvd E STE 13,Jacksonville, FL 32256 Requesting Permission to Construct: William Goreschak Location: (Reference to Cross-Street) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes( No( ) Date: Bell South Telephone Company Yes ( ) No ( ) Date: Ferrell Gas Yes( ) No( ) Date: Comcast Yes( ) No( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all,or any portion of said street or easement as determined by the Director of Public Works,any or all of said poles,wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works,and at the expense of the Permitee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of Michael Dufresne (Contractor's Project Superintendent) located at 11210 Phillips Industrial Blvd E STE 13,Jacksonville Telephone 904955-5981 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as prectical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or In the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with days. If the beginning dale is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. S. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will,at all times, assume all nsk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage,and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four(24)hours prior to starting work and again immediately upon completion. OWNER l/n\) D .p(,�V� !Y Sig d: u"" ` �S Date: " Before me this �` CT day of in the County of D v t ( Of Florida, has personally appeared to Pu a[Large State of Florida, County of Duval.My commis o r�s� 1oP Personally Known: r p+Tz9+ roduced ldeniffcation: • e r Egeaa a51+5Ra+7 Revised 7129/19 Doc M 2016080765, OR M 17523 Page 8, Number Pages: 1, eecwrded 04/11/2016 at 04:10 W, Ronnie Wavell CLERK CIRCUIT COURT DUVAL CIX RECORDING $10.00 FILE COPY Proposed by. CraMrae Isco Group,P.A. 8777 San Jou Re.lward,Building A,Sulle 200.Jacksonville,Flmide 32217 File Number. 1"147PV Tea Folio Number.169505-1520 Stat of Florida County of Dove) NOTICE OF COMMENCEMENT The undersigned hereby given notice met impmwereaW will be made to certain ral pro eny,sed,in accordmce with Chapter 713,Florida Stations.the following information is pmvidecl in this Notice of Commencement. 1. Done,ptionef Propany: Lot 45,Atlantic Beach Country Club Unit 2,according ho plat thereofrecorded in Plat Book 67,pages 132 through 137,of the public records of Duval County,Florida. tut 45,Atlantic Beach Drive,Atlantic Beech,Florida 32223 2. General Description oH.,novmenm Single Family Dwelling w/post and screen enclosum 3. O orrinfommlion: e. Name and Address: Martin Allan Ilomen,Inc.,11210 Phillipa Industrial Bmbvard B,Suite 13, Jacksonvilt.Flmide 32256 b. Interest in property: Fee Simple c. Names and address offasimple title holder(ifmher than owner): 4. Contnclor. movenewner 5. Surety: 6. Lender: 12th Street Fla,LLC. 100 Riverview Drivo,Savannah.GeoM431404 7, Fauns within the Stat of Florida designated by Dssrtwr upon whom notices or oNadomments mry be carved as provided by Saban 713.13(1)(a)7.,Florida Statmes, I. In addition to himself.Darner designates the following persons to ranive a copy of the Liencr'a Notice as provided in Satin 713.13(1 Mb),Florida Smmes. 9. Expiation date ufNotke of Commencemesstme expmam can,is l year from date ofrarnding un leas'a diRetnl date is specified): (Uur Input en m Ne dam of expintim of YMNoNa of Commencement]. Me us Ikn o 1 •. W11sum Goreschak,President Swom toand abeeribed bsfom me April 11,2016 by Manua Allen If..].co who did provide Drivers Liccnu as idemifcatiun. Etc- My RW My Commission ExP{ree: f4myaurEt c- fup®lM fa'A19 RD Doa 1 2015005926, OR Ba 17030 Page 3, mmbee Pages: 3, Recorded 01/09/2015 at 10:25 All, Ronnie Fussell CUM CIRCDIT CODRT DWA COUNTY RECORDING 927.00 MD DOC ST 61960.00 - FILE COP, amdRetimm Clndie Hernandez 4 190 Etsfoo 6w4 isuumlu als 1cuaorlk, Fkdda 12116 Filot[hambr 13.7931A �T /0 3VAI Special Warranty Deed This Special Warranty dad, made this 19th day of December, 2014, beMcen ATLANTIC BEACH PARTNERS,LLC,•Florida Rmlted liability archway.wlm.address is:414 Old Hard Road,Spite 502,Fleming Ishmd,Florida 320033411,(the"Omnmr"),and Marcor Ms. Hoes, lac., • Florida corponrion, wits. address u: 11210 Phillips Indusersl Boulevard,Suite 13,Jacksonville,Florida 32256.3002,(the Grantee"): (w arra,r.M Mein the amp"past end•Ranee'•hal M mocesd a mloda aurcdhs, fromea mplar or pima u tie Rnsa pnmlo or muires and ciall Nclude the Min, ISP, mp,eedaivea and.1,ne of individual,aim ale sax.end wi,efoorynabm) WRaesReh, that the Grantor, for and in consideration of the as. of Too Dollars, (510.00) and o6Rr goad ood valoable cooaidcretlens. the receipt wheeaof is herby w1comelmiged. by theme Reasons doe grant, bargain. Poll. aReq mortise, Recent, covveY aed cont..onto the Ontroce,is succemra and assigns is. ,all that cutin parcel of land lying and being U the Comely of D.W.State ofFlorida m mom pwr0cularly described.follows: Sao Exhibit "A" for Legal Description aU.h.d hmetu and by this reference made•part Brest. Parcel ID Number:. TOGETHER WITH with all the mnemoos.heeadmormsts and appmemmnces thereto belonging or in anywise appertaining. SURJECT TO met cess saes for 2014 and all subsequent yeas,and all decimations, coveomte,easemms and remictiom permitting to the Property,recorded in the torrent Public Records of Duval,Florida. TO HAVE AND TO HOLD the above described psmisee, with the apiarist ... unto the said Greece,is auccemsos and amips,in fee simple forever. NOTICE REGARDING REPURCHASE OPTION: As provided in the purchase and Sale Agreement,Grantee is re,mred to construct a home on the Lot within a period of 3 years after closing sad HGramor hath to comply with this requirement.then Greater has the right, but sot the obligation, to repurchase the Lot for the a.onat Rt out In the Purchase and Sale Agreement I OR OR 17030 PAGE E I Aod the Greater does specialty warrant the title to the Property nblect as the maven refened to above and will defend the same againmt the IewfW claims of W persons;claiming by. through M mdef the Cmeetur,but not othmwisc. lu Whom Whereof, the Caaulor hes armed these Frames le be duty authorized in ifs more and by that thereunto duty--d--doomed.the day end yes,first above writla. Signed,.r,.led and delivered In carpaence: ATLANTIC BEACH PARTNERS, LLC, Florida limited liability company By:The Wood Development Company of wiera raw N��G. .,aCtL- avWga Florida corporationIts M. I4 Mavaglvi Member f� By: t�-1-_ t,9 ,�11 I J Suun D.Wood,Vke Prtaldaet T �\ Aa ata OW Har eves.saw ml Bweataw.fwanazaait SWeof Florlds Corny of Duval ♦^ Theforegoingod,Visa waiest no Wood ofIpaW day ofDumber, 3011, of ms,M D.Wood,Vice beer of A of The Wood Development Company,•Florida evrpondov,the company, Member of ATLANTIC BEACH PARTNERS,LLC,• now to limited WbWry company,on belWfafihe IimitN tiabi4ry company. She is Personally know m me. jNMmµ,y,t�a�M1, Nom,Mic :•.•��.�N'e4s R Pod Nene: 4. ry$k H � •a c,,pi Nob,Sad e6mum. t� omy5ml Ryquy,'ye• OR BK 17030 PAGE 5 Exhibit"A" Lot 0.S,ATLANTIC BEACH COUNTRY CLUB UNIT 2,.xubdivition according to the plat thereof recorded at Plat Book 67, page 132 through 137, of the Public Record. of Duvd County,Placida. SUBJECT TO the"Deelantioo of Cor....I,Con Bions,Easmatus and Restriction for Atlantic Beach Co.o by Club" as record oa August 15, 2014 It, ODlehl Record Book 16880,page 816,of the public records of Duvd County,Florida. The Greater(herelo.fier aged"Homeowner^).bell mdntvin•socbl membership I.the Atlantic Beach Country Club,lox(the"Club')located within the Atlavtie Beach Country Club on the terms and conditions and with the righty and subject to the obligation. appertaining to each memhenbip I.effect or ntabWbed by such Club from Men to dent. Subject to the eights pertaining to mch membership,the Homeowner acknowledges that the Club 6 prhtlely owned and that the owner thereof may deter nhe In Its sale dhcretion how and by whom the Club may be used and enjoyed. Ownership of the Property and/or membenbip I.the Atlantic Beach Country Club Owners'Anoclatlo.,Inc. does.01 give the Homcowver any vented right or woo meat,prescriptive or dhnwlae,to use any Club facility, Without limiting the generality foregoing,the Homcowner sckomicelgre having rad wad .grew to he bound by the pr.eislom of Article XII of the Dedantlon of Cove.nb, Conditions,Eveemnb and Ratrielhos Imposed by Atlantic Beach Parton, LLC (the"Comp.ny") recorded in Official Records of Duval County in, Book 16880, at Page 816. The rights and benefice under Oda covenant inure to the benefit of the Company, M, on.....nW.r assigns and any mudiBeation or release of thle covenant.halt be by and between the Homeowner and the Company,ib inventors and/or asdgn. ZONING REVIEW COMMENTS City of Atlantic Beach Building and Zoning Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone:(904)247-5826 Fax:(904)247-5845 Email:dreevesnq coab.us Date:5/4/16 Permit: 16-SFR-1013 Applicant: Marcus Allen Homes Review: I" Address: 1210 Phillip Industrial Blvd,]acksonvi0e,FL 32256 Site Address: 1823 Atlantic Beach Phone: (904)880-5500 RE#: 169505-1520 Email: bgureschak@armmes.com Correction Comments 1. A/C Setback: The Atlantic Beach Country Club SPA text requires that mechanical equipment be at least 3 feet from property lines.Please show that this requirement is being met. Derek W. Reeves O plamer 0n ^ dreeves®coab.us V� a2fg ZONING REVIEW COMMENTS City of Atlantic Beach Building and Zoning Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 5/4/16 Permit: 16-SFR-1013 Applicant: Marcus Allen Homes Review: 10 Address: 1210 Phillip Industrial Blvd,Jacksonville,FL 32256 Site Address: 1823 Atlantic Beach Phone: (904) 880-5500 RE#: 169505-1520 Email: bgoreschak@arhomes.00m Correction Comments t /C Setback: The Atlantic Beach Country Club SPA text requires that mechanical equipment be at ast 3/feet /from property lines. Please show that this requirement is being met. 5/� 7J1� Derek W. Reeves Planner dreeves@coab.us �� IIIW �I �32e z ( , §! 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I Ln I rrNs Cfsxdgooal tle N a dddw wpvw( Hak) )+rsffikarrbspe EW.prwllura bs MON Sig Iand,ta vertical pod 'i memtvos randanos pat�b0.0,p'mre hl¢ms(sea ahspf B)fnslak wibstl A I :NlneraM al -- , Y' 'on la[2ral(em�ral YarrgsbP Eugwulpar, Nei IMMw(wa a03p) Jf Rga'oreste biifi:pl M1 All plerzl rod. dr, - pOCN knm en gvpas E¢¢uaw wsse IusrAq (¢a'os bs bucus esRSl lmbkJos. IappNalleasl Mobosae ®Refer to BCU BP"mrbrow InMma Tep dXmpm[ry IMM regraintspung shall M U 13I o n.mm.lo:3x2 Chords Vee N mime,SCSPJ I"'Lara cobs Inmmwodn, add Tel m)as Sir 4d OirE[. RESTMINTMMCING FOR ALL PLANES OF TRUSSES INSTALLING — INSTALAI Ou1o(-0IaW RESTRIM16MIARRIOSTRE MRA TODOS P"NOS DE TRUSSES ✓: Minlmum Lumber uud for lateral reWalnt and Ca l mJT Is 2N str� rol lumber Attach 0 TOle2nca'fa OUCd-Rare. Na.Bew ie LanB. meach mrs with at lEm 2-SM(0.125x3'9,t12d(0.1280. P)or 2-IEE(0.131x3.5')nails. Tderarcias Des,Fx24tfB,, y veto, Ia:mlera 2x9(Wlfi[ak[N P5r60'0cal m!NrIN a9lilYN pve rabistil Blttal YanµOun.enbN NN OP'1 Tamm Sam 091.1 Adds,a cads Wa9Useo con almmimm2[laws/IIIcdol'f,IN(0.12&325'o 1&1(0,131x35 , E'-L'na>'-' A/ ' tla' t' zIB' a4B (✓J rhI5:M2mt and prod,m¢NWls for dll busses e'aept N2 and 4x2 parall¢I U:om w.sses � f _ ISmm III ad 32 mm 6m (PCR).S4 pop dr:c6 column br tornmery restraint and bladng Of Ars. Irz' Y' 1' tiT FSI,and SldP rCbk¢ICnYarrioslre Ps�nratWO Wmsex[epb N6B Y[uerdas Ca2Mai Nv.4x 13mm ppm YSmm S.. f1)3x2 Y 4x2ltz kpart¢supe+wrtlek mlumce yya Nr [GhY ¢M'nR"al da FCTi �_-ipy�._..� Mann 19mm O9m 1W1%agan pr A' LlY • : 1)TOP CHORD-CUEROA SUPERIOR /hm 1 Tpl¢Tanasmr / Sir 12th Ra flim TNW Span TOp Ch ,hood Plumb. 1-114' E Idol si Tdem/wks Pn p�mv .mm 15th an. ]dm Up to 30' 1-1? 91m ]tl(3 M)Cox.max. Nrem+k'PlrvnaCa. III H.,an, an. ath 1-3LL' T 134' 217 e 3W El rr1) B(2.4 on) co.maX. el2 45 mm End, 45' 13.Im CONSTRUCTION LOADING T z4 T z>i.d' 45'(13.7 m)- IIS m)Oc mea. "ROA DE CONSTRWC16N V1—1 dichm 51mm loam SIT 18.3 m (S) DO NOT proured with croslrUNon until all Wml W'(I0.3 m)- of(C.2 on)..is mal restraint antl bratlng is smrelY and pmpeaY in place. W'INA dr ` NO p'o[eda ccn 0 rorp0:rcvdo haSB hire arnaIMak,nWk Ci - : �memMpray,svol .I wor by Nn So Dal m), ane,d l.2 I lm bas warded, W roa en/ yup (bwtraw:m✓mb+L ezyID.vrocecmb pvewffimL¢•60ga apmpaaay,tgoss, vwM B,em ISIa05 mm1 0 See BC51-BI"'mr TCTLQ opOors. � m, NOT,imper.mum Yak heigh6.Ilefam BG51-N"` pryer Osi le'laddmm) Lb tl BCSI-Bra^`[an las gcq:a de iCTLR. mr more inmrma0on. NO aaW lasatturamLVmas Ce mmlQv Cape. snmpw • ReRrm SCSI... BCSI.M••`pa'a m3slMwma[v.'r. Blanmxd - Cabo¢I Frama restraint ... est Vbricami qn npn rlmrtement,nformtion uvre m'mMidn SUde reshrccr6N � � TCM , _. rNUNZOpam Armames z �. 'ares sea d oundm¢n B[SI-a3^ 10-or ,4� NEVER sCrew1. ral5 ra Chords Amos,an,mm:o,1.Is,or overhangs. Npte:Ground ba<ing not shown mr Mnty. TM.attrR.I HUNG apk lm rrateNlg[n[e de:m pXa,arenW ae la luz,on 0 Repeet4NpohalbracWlO[.x W"4tr1¢�a. 2puir[d M suppa ) vnGkversoa'evs. ReplLa lm arrim4es 4lagmalea pan POa 9/NW stalbrvan. Sa'tlpn ssA (S) DO NOT Omhwd all groups or 9rglemM¢z. 2)WEB MEMBER PIAME-NNO DE LOS NIMBROS BECUNDARLOB •pis-sgup pPau¢Tps 9ru�sob:sgNMivNuaks. LATERAL RESTRAINT DIAGONAL BRACING ARE ® Race mads—a,man,hNssos,aS possible. VERY IMPORTANT CaIOIN,Ia,nrgOs mere Homs rr:.ares romp sP po,llXe. j"RESTRZCCION LATERAL YEL ARRIOSTRE DIAGONAL 0 ws¢mn hands owr load beah:g woos. - 6ONMUYIMPORTANTE51 okgonal ALTERATIONS - bacin9 Lrnall NOO 2, ALTERATIONS-ALTEMCIONEB truss Menbr y_BLR ff.=NHer to BC51-B5."v LwmrlymsnnnMnlaily. Wtll memCBs Ma diddly 11M Md1 N Me t O DO HOT aG ding or drill arty 59vchumi memcer co a boss urikss ycdflcally grmitLLtl by Me wss resign drawing. I AND m ,a,em o�fwe ell,-k .ab YUral de un blys, ms Inde MespsvTrcamente permitidom el mmol dN dill 'prop, MmXremYh_Srastlunk dp Me, ewedon shAlbcn �Trpaar NathaVe my murder McThersm[m6rWYr,lith down-al bClawl, olid rds. mRurerS VKK apprpMl may rentler M¢Tmss Ma:wfMN:R511mRCI war2,fy null and wid. pauIIO huY MMPs OId.oldowsve 215'(B.Im)ma . brads m asspa.'nXe gyne ryu55es queuhanSM'¢earparo duNnt¢la ronsbuccMOlw srao alMttbs Yn In auM 10'(3m)-LS'(<b an)max. a SECTION Ifacronprevia Trod Fabrl(Mh tleT,pUNen hasr-nub yon e/ectoW garano"a llmimda dH 4 Pa ,raxtraim Mpb:SCme tllMd and wYb memMR gECTIOX q-R yM[anh Te Tosses dvdlatM CHORD t not shuvn mr[Iarlty s1--ypmmn.rendshors-1 houmm�o•.a..nrxq'nm:mann,vlaYm:Msmnu 3)BOTTOM CXORO-CUFRDA INFERIOR -.:'.:"i.. ro....ro+wm,mv:rdni:ex:,mem.+,mmi:awrmrrvsr. •. .1 Restra ods Idol or truss Ilan Ra[91a wer lvq wSYEs Memser ardow a:M,evNx lindd ..'sex rcmww lsoW xN �'mm.maths.. eM.1 germ rad mNe a R:pk .E dcevnnrvmm wyvmss: y, Mm x—paefues r CIR spice renmrai Xple:Some choM empgea.d wtrmm,mw,yuw¢v. .re con ummw,:v:nmam, +r:,re.i ,emdr o.mur,nwunu:lam4,e ramrre wwv:dromi llre cont and web,V does ya vaweo-aewr wa own ceavmly gpppm _ nM Iwwn fttg.wremiassMaawmm 4v rrevxwzr.n��w: w:re �remw:N Fav uveaeeee CpN 'her, %mv a.:gr,nx uw:mm u,c h,m, . me : jcrard,drisho ruiv olu. �,awxmw m��d10. ressirrowly ill Vl 'pu almw1dx m1lD m)-15'hi an)max. wI AMC truss spans 1p'(..1 al mi:r. 961 i N TRUSS PLATE INSTITUTE y131a IO' cols UaoC-i'd ttr,, ZD19 Leu St So (3 wsxA45K•ssrmapvey.,,^ 1o.mvm o:gv 3d9d NOI1V'dOdHOD VOINOId V"ONI AOOlONH031 X3dV XVr A9 03NMO 31NVN SnOI11101d V SI A�OlONH031 X3dV .Z/L NOW Ol3H STIVM'dOI831X3 llV .£A l ,6 I .4,LL d 1 y W N O .Lor i Lor zor =n #cgv= n N zor m a zor tt vzl ^ti �gzn LO v aZl 0 o w N o N H .L.L zz1 #gLu n ZOA rn m m a m m y N zor s I sop v por vor "r voof vm J g .L vor i bor nor .z— sor zor kZ9 9fJ9L�80Z3tlbSL03tl-9LGYtl00d-63598880�01�olenu3 u6igroop E F GENERAL NOTES NOTES GENERALES HOISTING AND PLACEMENT OF TRUSS BUNDLES Trrm'a are rKK mpkM In any way m peal Lm rimam pry again annual be rar p nge, oo que RECOMENDACIONES PARA LEVANTAR PAGUETES DE TRUSSES Reyuen,alttMpm n 0 mpttry All mother, l4 aam, npfique W/rmm[/a okee"ahoulayours ldnla..l DOINI-11.1 try, n . and Ela9anal b.mng."A"Me raAmmei Dons yaMmbeon ares ier,"aks.Use Hs recomevu^azlanes M M1aMIIn9.irNalliig anE kmlarary res0aining seerrerep,uafinendroremormor nYarnreselymp:altle NO.mSsearr she grim. c�hatlng of these.Rekr A wel-Frulto 'mener.l4aNbMelo 6csL-f+.=Mn prig= NEVER use WMlrg on llR A bundle. P.MroNx Hand no ggratl Marron lneaawln rrn P Ce h. a Bat /Mare inio.Mu+b xaNga*v HUNG Useksdb]uraspm krenbr vn pquNe. TpA7m"'for more EHaire infoml. pry inMmacun mist OMalWba. Truss cesign Drawings may seems, somonsM Lou homes Ge EBeiq No bs pusses paNen eslmYx top Ounpumpe oommlmay up W 45(13.7 for math porma s,totally,121 retrain, or nes mMemeM for las laalrrom es me respktiM Hferzl Prmarren@ o w cM1OM od puce up m 45' .13.I. and IMIVIEuaI uss mem"m Refer m Me 9E51 marevm on bs ml—.irHArbuaks eel frv. kd b J.peraImI c. .At to f rb(g.1 m). 01.1 for more inommonal All other permanent hair,resumer al ill pairs ares inlanscin.S Use a[I oor Mo Atlotm(WMIe ar cop brmng Eear is un,responsibility of the human, b am bs Osrws Ce amape ce nmreMa swr W OmM mbp so.�up m Ny 317.3 m)mE payout -VI<st,otare addr,u.Oo art borers. wppprting Ielcfptl bussesupural to,come layout AIDNERENION' WMk. hs19Mr Rs(orWdlNdp 4pl paenahv peV Nfieiq IM1reer's>63 i(ifm b)so ofgp cM1ortlt IADV."ism! ,rhou"Ate ld trmzs>70'(is.3m)and ryrallel clnU theses ms4oh(117 al muse,aaNYdba m'INpabuNe tle INJURICI-humpol Dmar,Immueg,e Mlmarm, pyrtp ygr yn rob 4gar EP kWnG./N2 pa wffiion. and arg,erttinreln#al In acolNese am eats me,busses Ce k merle suarKK llasm 45' Rax robs bundlm In staple and tors,gm M'reh a Nam Nthe y trustees Oe aeMas pamems de 30'o maps. Parse pdpuela se baseman arra pasltlo youcture,awrse,urbw perwrelinlury or Ure No la mends Dos Ours Oe levmb.xn ey2fM. 9rvm As nameceeueMa"pares lMlrwor IADVERourn, IEIreSYIfIXIOCe YII marlP.b, 45:Ue per 0md tle N,puni.m asis hasp IevaMams'rm,sora."ar.to 6n Yammbe 45:No W,y menoz ase, Eekvanbnsi, 5:nos Ce m.sa se oxide supMwiMirrzda lnmrtt(o pUN25¢.Id Gl03 EeW E#.ucp.2 o ares EP M'YpbsPSOe NPnNs(ra2k/as ares Ce 45: Un pom,lMti1o50 muert0.5. pEmoseorewhenremoa MECHANICAL NEOFAHOISTING RECOMMENDATIONS FOR SINGLE TRUSSES ing applongand man prgtrvzsaco awry. RECONENDICIONES RIRALEVANTARTRU88E81NDIVIDUALE8 eamoglrg Were mea ement Injury wear pmwrel WMespue eguipmeMmr,alum , �D on a jecariI al Nam mrs, nreare tbetrr¢s. k6,es, andMJwM1en warFn9 c^m houarbeanroblugarm Nprc'o pea kwnNrq He [ruse. hosearisurpa,rome, r.<�, ria wllre raurew argwra.wsararn..0 Imo Aa V be mealvewmmrape peR. JanaaImobuss Yeorro rWIrenbapmvul • Lkae ale y mrsoe[tlroce.wwllea oar, Wry'.mnrrosYmcepa[umb sabay con Abu IXrti .Tml/pHm Tela cruses. specralcxein uiJ-hatma ormi Txvnesx"sraiao'rrn'—� - JYweamaor Jab cmosomu Tku rear orma line beamme/ecmdbso ars P,..mrmr m]alrWrts. Ee aa'oPr¢.ms. ream umMw in Ipl�l Spreatlerbar epre.a.mrRm Mf V1157 T.Nn Meru Wxrmes' —� 6PMrm me,tummx..a.. Tal �I HANDLING — MANE" e ,a r . +y "e= lr'T=Awkl lateral mantling. O O N d ea trust In p on with the a on a uipmat Untll M choM WMMM2 IM rebaiM Cm'tt N seems,IateaL 6Ine 11sel arm her true is faAmM m she 4anng punk, me proper ml V¢NulW apnpeJa �"choor home, e,",�el�",�iaJom lm mNrtes� beery/kmpral main �1Te mnexmr k rawmise AN gi'mrso es, pea kvanRre asgu are resalm,imposing and sbirg to aueses equipment urrponsar. m thepkik.unmmh trusser m anent surfam INSTALLATION OF SINGLE TRUSSES BY HAND Ib prevent tlamage. RECOMMENDACCIONES OE LEVANTAMIENTO DE TRUSSES Elmmmaimm cera la ompwembamed Je INDIVIDUALES FOR LA MANO !W(OGZarya.YdMd aJttwWmmte as.-ir. is rs rosary—se, p These zg To— (6. 37 Wpb M1vanape le o 1 m)ar (91 M)or sNs'wppo1 1. ' up" rt a[ pavk 9uaM pun6 t. � sYmnaSwnlRh gJp Normal Fauna up m zo' i hbamoms tnrasm wm3)'.� J 6,20mer (6.I m) poses Ge lO (9.1 m) �DO NOT Nam NO Nmaceme Toss M1asla lO F¢ pNsmaaas. Trusses MfN 30 ales ISIG 05 unbracss!burd. vbomelmenh/os D Trusses may he unloaded homily on the ground Nargh,. mgmwelpp. TEMPORARY RESTRAINT & BRACING at ma twin ime nthemon or sent rveraIf In RESTRK'CA" Y ARRIOSTRE TEMPORAL mntae,stme gmoM army bales DbNam erclb bas amefarmore mannae tha ware l¢Ilre Nt Sr24oA jorosm camsb3pare,.MSI-ex...fa more informal TopchuATempnn, M wswsaf T tza ml m 1v(3 m)mYenra' rn.of. Y®erresseanear-ezW' ro.�rTen. larererel7esban m rubes mromde.besa gd[M ara.mbneropma, sera drsm N4min i suety en aiqumm�menmee mptya0 wash allei�s a W orhob Rmpb/an IearahappIn roamt Pea mW. mmaat compo-almaym rp nary armor mr rrobdew-�baanpaya.s tar pusses anadn (see kmle in the nen cduh s rb.c.,eye. No.torslara nes Ee uw roan comer, la wbsmAnt, s de Irera o Npirm- Jeioshrusends 7ipm:ra lOpn Rntmsq msblrmamesolore oomncaeauaamlaz � DO xn gscore on NO almaaure en Pena Masberemin as A/Neral a prom ceWavtla =so• an"0 fandlem An 9nraf romnrerlanwewndt,rover arneuen ground Jesiguaf syp.lp.(areas raNaml9 a"d+lma mlumrW). true Wmm�'m pmlM room Me emmre me DD HOT walk M mbramo buffed. b¢as rem brmeagwmaem memo be arms aemarm, ereeNo or mum bs pgr<Iea,a prwegel alaaruemre. - NO mn.re er,bma—suNbu ~abalipnal seem to eCSC"for morm carsomemnlarrimpon DO dkMMtru4 MaNngd unml VUR¢i. pMmnng m NrcPrg antlloh s,a3ed �+ Structural Serum,has been a1v trusses. — math bus and outman¢ 14tblakmaroari mo -mmunmmadome, NO rep�.en aseszm[bMas lmsb ,Ma sobre alma pyalr,w[eemb Ja bs pr.itts 4 . u2�s real dpllmbp enaiaamnaibalb, a I BUILDER: Marcus Allen___ SUBDIVISION: FILE CO- �f LOT NUMBER 45-1 Count Club 1 LOT NUMBER: 45-1 MODEL: m T m 0 0 N O N N r N F F F o o ti ti ti ti o o Custom — DESIGNEDICHECKER J01 TD/DB u II J03 11 UE 11C1/SS J03 -jUE$OUS 0 J03 N- 3'8"- 03 J03 o m 02 APEX FJ01 HTU26 T03'.. This drawing is not sufficient J03 alone for Installation. 5'— Additional instructions J03 accompanying this drawing, J03 Fr including SCSI-87,should be m used in conjunction with the J02 architectural and structural o plans during installation. If ° ! J01 BCSI-B7 has not been shipped to the site with the U =31 # N components shown on this J01 Tach•please cooled Apex Technology for a free copy. Permanent bracing for the J02 building,Including bracing to resist wind,seismic,or other a T26 v lateral forces,and permanent 55# T26 bracing for all Structural elements, Is the responsibility J02 of the Engineer of Record for the structure or the building J01 designer, per ANSI/TPI 1- 2002 Chapter 2 0 ..o�MP.... pdP ♦wi 16'8" OE I SHEATHING. 10.7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE, FL,32224-904.821.5200 10-5-15 P waz.n fi?o�e.a�r�sE s'a/+n'x z spas gin,��? w •nre... .eosxew(w 91)si-(w UAs _ cew•een aw` pow 3dnausxL 33rle Wool P rwu(w i�).mex Nee . �8S OIN nlll g41U �_ 'uaw ownum uawuvu.weumew-wmI arNa w�ouexaae'anw uu m �rnw wmuea we wenOnrysaf ua mwnm anM wwww smuamwaw�.p lrgnuv xyuwawrvewnw.rmpa. �-� sWOVJ �w>+a s� on eu>nv AweP ,.. wraa W +ol umcys]w uv-@g vywaw qa.x WP luaw draw ww w+bea nae awmewoaa.esaaa r..w v'mWa wmm�wnw'w wscs NW awq'ggN .ayGUP+aJIMs aIJ+o wµa w.ibnuewwmsovw rWw we vwanarrmnmyipw.wwn Permw� assMaxl+vosWOel slea6 - u(ap��lrm mov iwa,wwm+n dew�>aa ew Mu a4W m . +u,Llxbxi-stwwyBn le+alP1 nn lawsw+wima,nsa.emaanane xra.a.,w.w.,� NoiN3exIYON3N—anoxJ Wouoe(E a+«eame„oPew..N..e.wwwn eNa�e wmawL+..mw.wwawmwwm.wwww._ l ap aunwnl Mr xoxJ36NyelJ syyumaus Mu IUIP.W+Iwalel W-01p PpeIrWU Poue+eb¢l olJya-A gnu-I,.dpdnE'sanly ap alueJugPl Hp%^aatlupaen xwlwaw.au pue proVJ q:aloN woycq sa Bun¢tls awes wzM¢el uls soev+uy¢Ppls uryobgw+Wsvm%.yuPnp gre9reJdpos ueyaanb 1 adagpulade9PwaNwp 'xew(w L91.nL °4(w 9'6).55-lw E)AL V!++Wellnu Nueuern pyxullUaNJe/nueN szwy aW+aWaAxw lewd .d SamYWn eps yxe slleu l.5 g5Cl pl N1 Naw uIII ssn+j TI mpaayen uoLMg wun,py I—uary a nal lerp asn:l� wL9 wnm. tll'JT Vleuo6ela Xag4 en9 wawa SWWJ .1w 2dwruxu!W woUPo oudap ap WMrola wgpew+ee awwavl ha an anb r ._ 4srw an aplaninoa o9us%w un6waaayMo dalre'awJ ox '6uwap ufi!sapsM arp Ap paylwN AIIaJY!JMS - SSalun 55nA a 10 aagwaw IarWrWs Aue IIVP+o'iaye'1m WN OO ..,'n�ISJe uawmasla ey, s,agwaw gdnl AKn Nurnnhwbul'+wmrui ...'se-IIIW.JdlaX� tll'J-R Wwaw:aul S3NalOYtl3lltl-SNOI1Ytl311tl LP®NNPIaNNISif 6u0aq 'saraaneas sapvas%dgoI5 sp el dnmpJ jVla i531NY1NOdWILLS3dAnN 5 r 'slle•fiaPeaq pwl ann span,pPPwu ltlNO0YI0331507N3Y 73A7Ya31Y1 NQIJ OdW13Y11 'dpsPd eas PuroI335'M mrua aam srsa s%anbopJ 1"91VI W1 ". 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Jurisdiction: 261300 Design Location: FL,Jacksonville 1. Newconsbuctionoredsting New(From Plans) 9. Wall Types(410.0 W.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood.E>tewa R=19.0 37W.00fl b.Frame-Wood,Adjacent R=13.0 460.00Ill 3. Number of units,if multiple family 1 c.NIA R= fl, 4. Number of Bedrooms 3 d.NIA R- 12 S. Is this a worst case? No 10.Ceilirg Types (2311.0 sgfl.) Insulation Area a.Under Atiic(Vemed) R=38.0 2241.o0M (I.CaMlllonetl9oorarealmmegretle(W) 3554 D.KneeWell(Vented) R=19.0 70.001 Gonditlowt!floormeabelowgrade(fl2) 0 c.WA R. R 11.Duds R fl 7. Wndows(725.8 sgfl.) Desonmon Area a.Sup:Attic,Ret:Ark,AH:Main 6 710.8 a. U-Fads: DM,U=0.80 296.00 ff SHGC: SHGC=0.21 b. U-Fads: Dill,U=0.30 284.28M 12.Coolitgsystems kl309hr Efficiency SHGC: SHGC-0.21 a.Central Unit 57.0 SEER:14.00 c. U-Fads: Dbl,U•0.27 79.50fl SHGC: SHGC-0.21 13.Heating systems kBkAr Efficiency d. U-Factor: other(seedetails) 06.00 it- a.Electric Heal Pump 57.0 HSPF:8.20 SHGC: otherneedetails) Area Weighted Average Overhang Depth: 8.025 fl. Area Weighted Average SHGC: 0.210 14.Hot star systems 8. Floor Types (3554.0 sgfl.) Insulation Aree a.Natural Gas Tankless Cap :lgallons EF:0.820 e.Slab-On-Goole FAgelnsuladon R=00 3554.00 R' b.Comervalionfealums b.N/A R= fl None c. WA R- R 15.Cretltls Pstal Total Proposed Modified Loads: 80.73 Glass/FloorArea: 0.204 Total Baseline Loads: 87.17 PASS I hereby certify that the plans and specifications covered by Review of the plans and OF T1LE ST44 this calculation are in compliance with the Florida Energy specifications covered by this Code. �J calculation indicates compliance PREPARED BY: �1lla/Y_4y with the Florida Energy Code. Before construction is completed DATE: 10/8115 Z Sarah Finch this building will be inspected for 0 a compliance with Section 553.908 1 hereby certify that this[ taking, d igne i in compliance Florida Statutes. aye, S'9 with the Florida Ene y 0 GwOp WE OWNER/AGENT: R-5 BUILDING OFFICIAL: al DATE: DATE: - Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualfiles as certified factory-sealed In accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report In accordance with R402.4.1.2. 10/81201510:57 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of -------------------- LJ Ly I I II + C m--------T, LJ a L4 I r1T I I I I I I I I I I I I I I _Tj II wxw "..a �.. HZ221K 16 8 �? 6 bctl a O ARDMTZ O ARDI6TZ 16• ap114.14 rap OCPR,D4 aY2 T• 4ova trans 4 DAT$ C7 S IND ® TC-PHPBI IB ® TC-PIWOI for _ 6• I gcxg I I I 1 I g I 7• M bne i 9• 12 6 1•ctl Ids ygaat 165 ST 1• ao TBN WreKv ez4ov uw m, I platParn by O B� bltr 18�zl6 Pie,I/W _�L� 1...1 2+we rad I NOTE TO BUILDERMUST PROVIDE U STRICTER r.xw 1 INCH UNBERCUT BELOW BOORS TO MABITABLE BOONS l Tey Trarafer ducts/pr%Is shoe In corphnce MIM Florida R"dentlal BuRBbp COM-MMQA balanced return air. >• E%C'EPTIONS 1-3 �7 I I I � _TJ 1 I Must have a minimum cLearopce of 4 Inches around the air handler per the tate En r--Corte.---7 \ # . CIO \ f ! , ; \ \ } ; ; ; ; ■ ) ( ! ! � - § _ \ 12k7 ! k/ k | ! § ; ! ! I ; ; ! ! ■ ! ! § � ! ; _ - / § § p ) � 7 - q § 2 b � _ w / ( / ) ! ! [ ! | _ - ! k § Z {/) V 'd � \ ) � § � k • « \ _ ! 2 _ fuo ! « § 2oc § | | § ; ) ® ) oa ) 2 :E B = | f ; | & § , ( - - ID _ k \ . 2 § \ � \ \ k � | § k � | ) ( ) t | $ / j § ! § K / / } (/� \ \ | ; 3o2f � � u : � � ! % cnverppe w:<dvcumrauc r-run<aolso-amcouvr Irey Marcus Allen Homes Site Information Atlantic Beach Country Club 45-1 Duval FILE C",,. . a Structural Ejoneer of Record Kevin Kemp tmcAPE X PEual9n No.74800 4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224 • • WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) MW FRS TCLL 20 PSI TCLL 40 psf 130 MPH(3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 10 psf Enclosed Structure(0.18) BCLL 10 psf BCLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II(Res) FBC2O14 Reaidentlal/TPI-2007 Design Program:ITW VIEW v1.00.00 This Package inlcudes 106 truss designs with individual date of design NO JOB ID IF08 DATE NO JOB ID TRSID DATE NO JOB ID TRSID DATE 1 ABCC45 9/25/2015 31 ABCC15 HJO3 9/25/2015 61 AB0045 T20 9/25/2015 2 ABCC45 9/25/2015 32 ABCC45 HJO4 9/25/2015 62 ABCC45 T21 9/25/2015 3 ABCC45 9/25/2015 33 ABCC45 HJO5 9/25/2015 63 ABCC45 T22 9/25/2015 4 AB( 5 9/25/2015 34 ABCC45 J01 9/25/2015 64 ABCC45 T23 9/25/2015 5 ABCC45 9/25/2015 35 ABCC45 102 9/25/2015 85 ABCC45 T24 9/25/2015 6 ABCC45 9/25/2015 38 ABCC45 JO3 9/25/2015 68 ABCC45 125 9/25/2015 7 ABCC45 9/25/2015 37 ABCC45 104 9/25/2015 67 ABCC45 T26 9/25/2015 8 ABCC45 9/25/2015 3a ABCC45 JOS 9/25/2015 68 ABCC45 T27 9/25/2015 9 ABCC45 9/25/2015 39 ABCC45 J06 9/25/2015 69 mccx45 T28 9/25/2015 10 ABCC45 FO9 9/25/2015 a0 ABCC45 J07 9/25/2015 70 ABCC45 T29 9/25/2015 11 ABCC45 FG1 9/25/2015 41 ABCC45 JOS 9/25/2015 71 ABCC45 T3O 9/25/2015 12 ABCC45 FG2 9/25/2015 42 ABCC45 T01 9/25/2015 72 ABCC45 T31 9/25/2015 13 ABC045 FG3 9/25/2015 43 AB 5 102 9/25/2015 73 ABCC45 T32 9/25/2015 14 ABCC45 FG4 9/25/2015 44 ABCCAS TO3 9/25/2015 74 ABCC45 T33 9/25/2015 Z ABCC45 FG5 9/25/2015 45 ABCC45 TO4 9/25/2015 75 ABCC45 T34 9/25/2015 18 ABCC45 FG6 9/25/2015 46 ABCC45 TO5 9/25/2015 76 ABCC45 T35 9/25/2015 17 ABCC15 FG7 9/25/2015 47 ABCC45 T06 9/25/2015 77 ABCC45 T36 9/25/2015 18 ABCC45 FG8 9/25/2015 48 ABCC45 TO7 9/25/2015 78 ABCC45 T37 9/25/2015 19 ABCC45 FGE1 9/25/2015 49 ABCC45 TOB 9/25/2015 79 ABCC45 T38 9/25/2015 20 ABCC45 FTI 9/25/2015 50 ABCC45 T09 9/25/2015 80 ABCC45 tT48 9/25/2015 21 ABCC45 FT2 9/25/2015 51 ABCC45 TIO 9/25/2015 81 AaCC45 9/25/2015 22 ABCC45 FT3 9/25/2015 52 ABCC45 T11 9/25/2015 82 ABCC45 9/25/2015 23 ABCC45 FT4 9/25/2015 53 ABCC45 T12 9/25/2015 83 ABCC45 9/25/2015 24 ABCC45 FT5 9/25/2015 54 ABCC45 T13 9/25/2015 84 ABCC45 9/25/2015 25 ABCC45 FT6 9/25/2015 55 ABCC45 T14 9/25/2015 85 ABCM 9/25/2015 26 ABCC45 FT7 9/25/2015 56 ABCC45 T15 9/25/2015 86 ABCC45 9/25/2015 27 ABCC45 GE01 9/25/2015 5] ABCC45 T16 9/25/2015 87 ABCC45 9/25/2015 28 ABCC45 GE02 9/25/2015 58 ABCC45 T17 9/25/2015 as ABCC45 9/25/2015 29 ABCC45 HJ01 9/25/2015 59 ABCC45 T18 9/25/2015 89 ABCC45 9/25/2015 30 ABCC45 H102 9/25/2015 60 ABCC45 T19 9/25/2015 90 ABCC45 T49 9/25/2015 boeaslpwa hy: Apex Technology ` '° Apax Technology is a ONOoue name owned by lax Apex TechnoN&Inc..a Honda CurWaybia. Florins Engineer Business No.7547-4745 - Britain Park Court.5uhe 402 Jacksonville.FL 32224(904)821-5200 / s e The seal on this index sheet Indicates acceptance of professional engneenng responsimlin soley for me Tress Desigp Drawing Meted above r`•o�+'' and a02ched. ThesWabillyand ussof each drawing(ararrypanicuseboldinglythe responsodoofine Builning Designer.par ANSIfrPI l- 2002 Stt1on2 With my Mal affixed t0 this sheet.I hereby roomy Vat has serres as an onex sheen in vnnfarmence with rule 61G1S23.002(2)am 61G1S 31.003 of the Florida Board of Professional Engineers 9/25/2015 vvcuargn envelope rte:4avco�of-aae l-von4avwpoaeavva lace Marcus Allen Homes xx Site Information Atlantic Beach Country Club 45-1 Duval Structural Env ineer of Record Kevin Kemp APEX PE No. 74800 4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224 WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) MWFRS TCLL 20 psf TCLL 40 psf 130 MPH (3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 10 psf Enclosed Structure(0.18) BCLL 10 psf BCLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II(Res) FBC2014 Residential/TPI-2007 Design Program: ITW VIEW v1.00.00 This Package inlcudes 106 truss designs with Individual date of design NO JOB ID TRSID DATE NO JOBID TRs ID DATE NO JOB ID TRS ID DATE 91 ABCC45 T50 9/25/2015 92 ABCC45 T51 9/25/2015 93 ABCC45 T52 9/25/2015 94 ABCC45 T53 9/25/2015 95 ABCC45 T54 9/25/2015 96 ABC045 T55 9/25/2015 97 ABCC45 T56 9/25/2015 98 ABCC45 T57 9/25/2015 99 ABIC 5 T58 9/25/2015 100 ABCC45 T59 9/25/2015 101 ABCC45 T60 9/25/2015 102 ABCC45 T61 9/25/2015 103 ABCC45 Vol 9/25/2015 104 ABCC45 V02 9/25/2015 105 ABCC45 V03 9/25/2015 SW ABCC45 VO4 9/25/2015 Doonaipn.e q: Apex Technologyy Ape's Tacnnaiogy is a ncbnous name mun U q lax Acex Toohmed y,mc,a Flonaa Corparamn. Ronda EnBneer Business No.7547-4745 - c STATE SNtm Perk CwR 02 Jacksonville,FL 32224(9(14)821-52011 soma....' OF. The seal on this index sheet indicates acceptance of professional mgineeringuesporattedity solely for We Tures Design Draxings listed alema, aroppif:.+" ar,rattached. The suitability and use of earn drawing for arty paNwalr building is me resiponsldity of the Building Designee bar AN51/TPI1- 2002 Sai 2 With my seal affixed to Nk shell,I hereby certify that Nis serves as an index sheet in confarmenm with Rule 61GSS23,002(2)and 61G1 31.003 ofub Randa Board of Professional Engineers 9/25/2015 uocwign rnvaope iu:esoaomrno�rroncaonooascawn wcn Job#ABCC45 BEARING INFORMATION WOODTRUSS CITY SPAN DESCRIPTION BRGN REACTION UPLIFT 1 23'09'00 FGt MONO 5.00/12 Pitch 2-Ply 1 1418.41 453.00 2 8063.29 2634.00 1 14'10"08 FG2 MONO 5.00/12 Pitch 2-Ply 1 509.85 160.00 2 668.50 212.00 1 09'08'00 FG3 FLAT 0.00/12 Pitch 2-Ply 1 1898.97 0.00 2 1892.77 0.00 1 18'111-00 FG4 FLAT 0.00/12 Pilch 4-Ply 1 8848.86 0.00 2 6314.84 0.00 1 1011"08 FG5 FLAT 0.00/12 Pitch 2-Ply 1 382641 0.00 2 5793.50 0.00 1 21'07'08 FG6 FLAT 0.00/12 Pitch 4-Ply 1 1467045 0.00 2 9098.43 0.00 1 16'06"00 F07 FLAT 0.00/12 Pitch 3-Ply 1 4355.34 0.00 2 3742.08 0.00 1 18'10"00 FG8 FLAT 0.00/12 Pitch 2-Ply 1 2114.53 0.00 2 1538.94 0.00 1 17'11'00 FFi GABL 0.00/12 Pitch 2-Ply 1 1945.83 0.00 1 26'04"00 FT2 FLAT 0.00/12 Pitch 2-Ply 1 775.10 0.00 2 1718.18 0.00 3 527.35 0.00 4 26'04'00 FT3 FLAT 0.00/12 Pitch 2-Ply 1 832.67 0.00 2 1521.94 0.00 3 561.44 0.00 3 15'11"00 1 FLAT 0.00/12 Pitch 2-Ply 1 862.92 0.00 2 862.92 000 2 18'09"08 FT5 FLAT 0.00/12 Pitch 2-Ply 1 1040.42 0.00 2 1040.42 0.00 2 18'09"08 FT6 HIPS 0.00/12 Pitch 2-Ply 1 1040.42 0.00 2 1040.42 0.00 1 18'11'00 FT7 HIPS 0.00/12 Pitch 2-Ply 1 1040.42 0.00 2 1040.42 0.00 1 08'00"00 GE01 GABL 4.00/12 Pitch 1 -Ply 1 238.00 66.00 2 174.03 3700 3 122.29 6200 1 07'09'08 GE02 GABL 4.00/12 Pitch 1 -Ply 1 75.55 0.00 2 429.01 17300 8 06'11'06 HJ01 HIP-JACK 5.66/12 Pitch 1 -Ply 1 173.70 101.00 2 100.52 5.00 3 11047 101.00 1 02'06"05 HJ02 HIP-JACK 5.66/12 Pitch 1 -Ply 1 83.48 22.00 2 36.83 0.00 3 66.58 62.00 2 09'09'05 HJ03 HIP JACK 5.66/12 Pitch 1 -Ply 1 339.79 209.00 2 378.64 220.00 3 58.03 55.00 3 0611'06 HJ04 HIP JACK 3.54/12 Pitch 1-Ply 1 166.80 42.00 2 98.32 0.00 3 104.18 48.00 1 05'06"06 HJ05 HIP-JACK 3.54/12 Pitch 1 -Ply 1 12556 30.00 Page 1 of 5 uocLalgh cage' lx w:evccami-aai-roycoalw-oavicewnirca Job#ABCC45 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 994.16 240.00 1 26'OTTO T14 CONN 8.00/12 Pitch 1 -Ply 1 974.55 237.00 2 966.90 240.00 1 26'07.00 T15 COMN 8.00/12 Pitch 1 -Ply 1 951.48 237.00 2 939.98 240.00 1 26'07'00 T16 COMN 800112 Pitch 1 -Ply 1 889.47 238.00 2 886.98 23900 1 26'07'00 T17 SPEC 8.00/12 Pitch 1 -Ply 1 984.84 568.00 2 895.22 517.00 1 2607"00 T18 SPEC 8.00/12 Pitch 1 -Ply 1 943.25 237.00 2 916.53 236.00 1 26'07"00 T19 COMN 8.00112 Pitch 1 -Ply 1 888.23 480.00 2 888.23 480.00 1 26'27"00 T20 CONN 8.00112 Pitch 1 -Ply 1 940.81 471.00 2 932.31 471.00 1 26'07°00 T21 HIPS 8.00/12 Pitch 1 -Ply 1 2254.19 1456.00 2 2254.19 1456.00 1 19'03"00 T22 COMN 8.00/12 Pitch 2-Ply 1 5980.75 3276.00 2 581D.48 3182.00 ' 1 09'00"00 T23 HIPM 8.00/12 Pitch 1-Ply 1 326.37 82.00 2 358.39 215.00 1 09'00"00 T24 HIPM 8.00/12 Pitch 1 -Ply 1 501.23 280.00 2 586.15 351.00 1 08'01"00 T25 FLAT 0.00112 Pitch 2-Ply 1 1572.09 833.00 2 1630.78 931.00 2 10'03"00 T26 HIPS 800112 Pitch 1 -Ply 1 751.09 455.00 2 764.42 463.00 1 14'11"00 T27 HIPS 5.00/12 Pitch 1 -Ply 1 1003.90 308.00 2 1003.90 308.00 1 14'11"00 T28 HIPS 5.00/12 Pitch 1 -Ply 1 486.03 150.00 2 486.03 150.00 1 14'11"00 T29 CONN 5.00112 Pitch 1-Ply 1 486.03 150.00 2 486.03 150.00 1 05'00"00 T30 MONO 5.00112 Pitch 1-Ply 1 542.93 182.00 2 729.98 238.00 - 1 -- - - -- 33'05"001 ' T31 COMN 5.00112 Pitch 3-Ply 1 2922.68 642.00 2 2337.79 672.00 1 33'05"00 T32 COMN 5.00/12 Pitch 1 -Ply 1 838.09 229.00 2 813.68 229.00 1 33'05"00 T33 CONN 5.00112 Pitch 1 -Ply 1 838.09 229.00 2 813.68 229.00 1 33'05"00 TM COMN 5.00112 Pitch 1 -Ply 1 838.09 229.00 2 813.68 229.00 1 33.05"00 T35 COMN 5.00112 Pitch 1-Ply 1 838.09 228.00 2 813.68 228.00 1 33'05"00 T36 CONN 5.00/12 Pitch 1 -Ply 1 838.09 228.00 2 813.68 228.00 1 33'05"00 T37 CONN 5.00/12 Pitch 1 -Ply 1 838.09 227.00 2 813.68 227.00 1 33'05"00 T38 CONN 5.00112 Pitch 1 -Ply 1 303.07 95.00 Page 3 015 vocwgn cnveiope w:ewcoeorvsx rrono-aaw-ooacaoun iron Job#ABCC46 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 08'01"08 V03 VAL 8.00112 Pitch 1 -Ply 1 535.42 123.00 1 04'01"08 VO4 VAL 8.00/12 Pitch 1 Ply 1 26812 - 51.00 :-.. WOODFLOOR QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 1rO3'00 FO1 SY42 0.00/12 Pitch 1 -Ply 1 936.25 0.00 2 936.25 0.00 4 17'01"00 F02 SY42 0.00/12 Pitch 1 -Ply 1 927.08 0.00 2 927.08 0.00 4 17'01"00 F03 SY42 0.00112 Pilch 1 -Ply 1 857.59 0.00 2 1001.30 0.00 1 14'09"08 F04 SY42 0.00/12 Pitch 1 -Ply 1 814.81 0.00 2 787.27 0.00 5 12'00"08 F05 SY42 0.00/12 Pitch 1 -Ply 1 656.68 0.00 2 652.49 0.00 1 12'01"00 F05A SY42 0.00/12 Pitch 1-Ply 1 652.08 0.00 2 652.08 0.00 1 14'09"08 FO6 SY42 0.00/12 Pitch 1 -Ply 1 1464.55 0.00 2 777.52 0.00 4 14'04'08 F07 SY42 0.00112 Pitch 1 -Ply 1 1441.91 0.00 2 766.82 0.00 3 15'11"00 FOB SY42 0.00112 Pitch 1 -Ply 1 862.92 0.00 2 862.92 0.00 1 08'00'00 F09 SY42 0.00/12 Pitch 1 -Ply 1 1919.25 0.00 2 1581.80 0.00 1 17'03"00 FGE1 SY42GABL 0.00/12 Pitch 1 -Ply 1 180112 0.00 2 7077 0.00 Total of busses 258 Masimun Height 10'02"11 Page 5 of 5 «Tp _2\� \17 XT _ ) ; ; ( Q ' e RR | ) § � E E § 2 ` 2 \ \ ' j ° \ / g \ \) b 7; E ( \ z § . {/ § ( $ / § eee � ` _ ~� a � > # d kk � CD ° gym kd § kd § !| § � 0 & me m , § J ) \ J ) :! m � g , ; ; , om 0; dF7 J § 2 M>o ° § � ° § ° § 02Zm § )( 2 � / k ) o 0 ( ) § § dca C3 ai > , ~ 0 (D ;! . - 0ozm § 2 \ ( ca C, , , \ \ \\ � � m \ 0 k ° > o # / \ , , } � ^ § � /2 \ I . \ \ mZ > o \ \ } / � ^ k ` & . Co @ > « § \ . . § co d ) § d ) \ \ j / j } , c , \ § ) ; / 2 Il F co g § g A § § z ` ` \ §r ; § :j ) \"/ § . ot om _ _ } |. / | ) §/ ( 0 - , � Gk - \ \ § cXQ ( \ m § - _ z ® § o 0>0 §§ ] N- - ) k ( |! ; E §\ §! 0 §§§ , 7 O ) \§§ kk (/ ( ) / ) �� / � k M % q T ; 2 g - _ � d §/z § \ice 2 mf 9! _ { ;k)% G ; § / }§ \ ( mom§ T ix §/ IRA |! ` 7 k !| ) ( F. / a ; IM z - a , ) 2/ ) \ - ) § \ , - - § ) j 7# 2 kf }( ( o 26 MO w 0 Z) z / |) § �| ) { . . . cn - § 2 - mk / ; / {�2 / / § ` a� # 2 , § � / G ` T 7 ' X § ( ) \mx ;_ ` () k § k ( \ _ , m |! » \ § § j 2 2 _ MOO § xho \ / \ � \ � } } \ / / \ \ \ | ) _ \ - U) k ® m ® ] / < §§ ¢ \ / k ) § § j / / % 5 !° z - k ® o ■ i © ( M > * ` ` / w -1� � 0 - \ j _ \ } / � \ \ � � \ ) \ } / z \ ) \\ \ \ \ G > -< \ k \ \ | k * § � ` % --i / § ; ) 7 ƒ G / k / c \ | 2m ` R \ w ? P §( ; , . /� / ) § 7 \ Cl) ( - 20 > ,§ [ § j R m / ) -n§ G ! , § / \ § 9 ! _ ( ) ) ( ( / / % , ; ` ;' om § ) / z � mol ) ; ® ` \ ) �j � 0 vocUagn envelope Ill:e3Ucamr-aJe I-V title-0JMO.OrsJCuwa wGa ABCC45 Ply:1 SEON:17297 T52/SY42 CUSTOM Oly.4 FROM: DRW: F02 Wgt 108.411 I ... 09Y IS TB" p =4X (T�'P) gg C D F GG H T1112X4 5 2X4 =3X3 =3E X3 112X4 =4X5 2X4 =a P INLZZ�A 1D',2 =4X5[5] 912X4 1112X4 =4XSj11] N M L K =4X5[2] =4X5j141 ♦ 17'1" Loading Criteria lye0 Wind Crithada Snow Cited.pits PIF PSFI DeIUIp%erla •Mazimum RaaLBOM(Rs) TCLL 40.00 Wind SM: NA Pg:NA Ct Ni, CAT:NA PP Deflection in sc L/tleft L/e Lac R IU I Rw /Rd /RL /W TCDL: 10.0 Spead NA mph K.NA Ce:NA VERT(LL): 0.130 M 9gg 3B0 O 927 /- /- I- /- /5.5 BOLL 0.00 Emanative:NA U NA Cs:NA VERT(TL): 0.203 M 979 265 J 927 /- /- I- /. /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.023 J - - O Min Ball Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.037 B - - J Min Brg W Nth Req= 1.5 NCBCLL:10.00 Mean Height:NA% Cods/Mist Criteria Cheap Factor.1.5 Bearings O B J Fcpem=585psi. Soffit: 0.00 TCDL NA psf BNg Code, MC 2014 RES Max TC CSI: 0.264 Used Duration:1.00 BCDL:NA psf TPI Std 200] Max BC CSI: 0.447 Maintains Top Choral Fomes Per Ply(Ips) Spacing:24.0MFRS Parallel Dist:NA Rep Factors Used:yes Max Web CSI:0.408 Chords Teos.Comp. Cards Tens. Comp. CSC Dat a:NAR FT/RT:12(Oylo(0) Mfg Speofed Camber: A_B 1 0 E-F 0 -1748 I:NA GCpi:NA Plate Type(s): B-C 0-1]46 F-G 0 -1748 Wits Duration:NA WAVE VIEW Ve,15._01-1..1100 C-D 0-1]46 G-H 1 0 Lumber Additional Notes D-E 0-2118 Value Set l3B(EReciive 811/213) +2x6 continuous sirangback.Sae detail Top chofd 4x2 SP M-30 STRBRIBR1014 for bracing and bridging Maximum But Chard Fomes Per Ply(lifts) Bot choN42SP hiscornmensiduch.. Chords Tens.Comp. Chords Tens. Comp. Webs 4,2 SP p3 Truss must be managed as shown whh top chord up. O-N 1053 0 L-K 2111 0 Lumber value set'IM'uses design values The overall height of this Wu excluding overhang he N-M W17 0 K.J 1053 0 approved 1MM013 by ALSO 244). M-L 2018 0 Plate Shift Taste Maximum Was Forces Per Ply(IN) JT Plate Lateral CNON JT Plata L Shift Chord! Webs Tens.Comp. Webs Tena. Corry. No Size Shin .25 No Size Shift Bge [2] 4X52.]5 L 1.25 [5] 4X5 2.25 L 1.25 P-0 0 -11 L-E R4 -1N [11] 4X5 235 R t25 [14] 4X5 2]5 R 135 A-O 1 .10 E-K 0 -481 Pudtns O-B 0-131] F-K 0 -285 In lieu afstructural mines orrigid ceiling use putlina B-N 850 0 K-G 858 0C-N 0 -285 G-J 0 -131] to liord bra�chords c) Mllrnvs' N-D 0 -481 H-J 0 -105 TC Spa2ng(in a) 50.12 16.71End(ft - - - - D-M IN -1N J-1 0 -11 TC 24 0.12 16.]1 By tan 0.or 1871 Apply purlinstoanychords, wovisaws orowe (Ilan .124'OC unless shown oMervdsa above. End Vertical Abashment Attach nolched end veNW l(a)to next end vedral using(3)qty.1W box or(0.128'xTrain)gun nails,or (5)qty 1SGauge,D16'Crown,2-12'length wire staples,Brough wide face;or(3)qry,13Gauge,l" Crown(minimum).1-12'length wire staples on each ow ace NOTES: 1.This drawing a rot sufficient alone for installation. Additional instructors accompanying this puss drawing,include RCS11-03, shouts be usedinconjunction with the amhileclu2l plans during nngslallauoa. 2.AmxTec No.l]54]alich5Sldbn PahCoun Suite A,pexectrin fla Ini Florida 234-Corporrtion, Fblida Engineer BusineFL APEX FIRNo, GKozbwaki Jeffirey PE 544 11erek. Murray ilk PE No.80839 PE No.58514 PE No.71457 ...gn cnvid.lue w:4wco.er9oc -alaycmHo-owcowa Ince ABCC45 Ply.t SE0N:173191T68ISY42 CUSTOM Oy: 1 FROM: DRW: F04 WgL 92.41bs / ... 09125/15 14'9"0 B' 1'5' 5'4'8 C28') (7YP) 11 1a(3 13X4 IILX3 s3D%3 IIV(3 m3f4d101 Illp Te T N H 110.1.2 uk4 =4X 111X3 =3X3[9) sa4%5 L K J -4 5 14'8'- 1.6 14'9'0 Loadin Cathode(ad) Wind Ciders Snow Crfterla(P..P m.0 Dell/CSI Cdteda •Metlmum Reaction(lbs) TCLL 40.00 Whi NA Pg:NA CI:NA CAT:No, PP Datownd in co L/dell tA, Loc R /U IRw IRh /RL IW TCDL: 10.00 Speed:NA mph Pe.NA Ce:NA VERT(LL): 0.144D 999 360 M 815 /- /- /- I- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.259 D 674 240 1 TBT /- /- /- /- /3.5 BCDL 5.00 Calegory:NA Slow Duration:NA HORZ(LL): 0.031 B - - M Min Beg Width Req= 1.5 Des Ld: 55.00 EXP:NA HONZ(TL):0.058 B - I Min Big Width Req= 1.5 NCBCLL:10.00 Mean Heght NA it Coda Ili Contends Creep Factor 1.5 Semi M 81 Fc,,=51 SofiL 0.00 TCDL:NA psf BMg Cotte:FSC 2014 RES Max TC CSI: 0.737 Load Duration:l.W BCDL:NA psi TPI Std: 2007 Max SC CSL 0.944 Maxlmpm Top CMrtl Fortes Per Pty(Ibs) Spacing:24.0MFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.352 Chords Tens.Comp. Chadds Tens. Comp. CSC Dist a:NAI FT1RT:12(Oy10(0) Mfg Specified Camber A.B 1 0 D-E 0 -1508 1:Not GCpi:NA Plate TyPi B-C 0-1451 E-F 0 -1497 Wind Duration:NA I WAVE I VIEW Ver:15.01.01C.0611.00 C-D 0-1451 F-G 0 4 Lumber Additional Notes Value Set:13B(EBectve&12(113) ♦2x8 continuous stmngback.See detail Maximum Bol Chord Forces Per Ply(lbs) Top choN 42 SP SMBRIBRIO14 for bretltg and bridging Chards T.w.Comp. Chmi Tens. Comp. Bot chi 4x2 SP rig recommendations. M-L 905 0 K-J NOS 0 Webs 4x2 SP Trea must be installed as shown with top chord up. L-K 1509 0 J-1 W8 0 Lumber value set'138-uses design values The overall height of this truss excluding overhang is approved 1Y 013 by Ai-SC 2-0-0. Matlmum Web Forces Per Ply(lbs) Plate shift Table Webs Tatls.Comp. Webs Tens. Camp. JT Plate Lateral CMnd JT Plate Lateral Chmd N-M 0 -11 D-K 32 -133 No Sire Shift Bite No Size Shift She A-M 0 -108 E-J 0 -278 [91 3X31.25 L 1.25 [10] 3X42.25 R 1.25 M-B 0-1131 J-F 669 0 B-L 881 0 F-1 0 -1175 PortionC -L 0 -311 G. 0 -88 In two of stmUuml panels or rigid wiling use audins L-O 129 -292 H-0 0 -21 Is laterally brace chords as follows: CMM Stowni(inuc) Starlit) End(ft) TC 24 0.12 14.54 - BC 120 0.12 1467 Apply purity b any chords above or below(Ilam at 24'OC unksss shown oNenwss above. End Vertical Attachment Attach notched end verlkal(s)to next end vedical sing(3)qy.1 Ort box or(0.128'x3'min)gun maim,or (5)try 1S uge,7/16'Crown,2-112'length wire .topics,through witle few;or(3)try.16-Gaoge.l- Crania(minm um),1-la'length wire staples on each narrow how. NOTES: 1.This dravmq is non sufficient aside for installation. Adddromal instructions accompanying this toss drawly,incNde BCSI 1-03, aMold W used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,FbMa Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Sults 402,Jacksonville,FL 32224-904.821.5200 qP E X Michael G Knalmar i Jeffrey P Ameson Derek B Murray PE No.M839 PE No.58544 PE No.71457 „ cce.gn LnvincI IU.<JVComr-YJe way<-0JNFowLovVY wCy ABCC45 PM1 SEON:111111142 CUSTOMCyt FROM: ORW: FOSA WgL 75.61be / ... 09125115 5'4'8 5'B"B 5'4'8 ,'4" 2'6”- -- (TVP) air =3)W3[3[ III III'f(3 =3j3[8) 1IYX3 T2� L G lV =3X3 =—IX3 =4X5K H 4X5 12'1" Leading Cri arta Imo Wind Crane Snow CMeria(P9.min tsn DMMSI Cid a Maximum Reactleas(IM) TCLL: 40.00 Wind Std NA Pg:NA C:NA CAT:NA PP Dx,,dm in kw Udeff l/M Loc R IU /Rw ]Rh I RL /W TCDL: 10.00 Speed NA mph K.NA Ce:NA VERT(LL): 0.0%C 999 360 K 652 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERTRL): 0.119C 999 240 H 652 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Show DumSon:NA HORZ(LL):0.016 B - - K Min Big Width Req= 1.5 Des Ld SSW EXP:NA HORZ(TL): 0.032 B - - H Min Big Width Req= 1.5 NCBCLL:10.00 Mean Height:NAfl Code/Misc COU da Creep Factor l5 Bidding.K B H Fcperp=565psi. Sof@ 0.00 TCDL NA psf Blg Code: FBCM14 RES Max TCCSI: 0.529 Load Duraem:IAW BCOL:NA psi TPI Std:2007 Max RC CSI: 0.501 Maximum Top Chad Forces Per Pty likes) Spacing:24.0" MWFRS Parallel Dist NA Rep Factors Used Yes Wax Web CSI:0.2% Chords Tex.Cwnp. Chords Tens. Camp. CBCOid.:NAft FTIRT:12(Uy10(0) Mfg Specified Camber. A-B 1 0 D-E 0 -966 1:NA GCpi:NA Plate Typu(s): B-C 0 -966 E-F 1 0 Wind Duration:NA WAVE I VIEW Ver.15,01.0100611.00 C-D 0 -%2 Lumbar Addlgoral Notes Value Set:13B(Effective 6112013) +2x6 mnfinuous sborgback.Sae claim Maximum Bot Chord Fortes Par Ply pirl Top chord 4x2 SP M2 STRBRIBRIO14 for Mactng and badging Chords Tens.Comp. Chords Tens. Comm. Bol chord 4x2 SP d2 recommendations. K-J 690 0 I-H 6190 0 Webs 4x2 SP 83 Twice must be installed as shown with top chord up. J-1 992 0 Lumber value am'1313'uses design values The overall height of this tress excluding overhang is approved 11302013 by ALSC 24141, Maximum Web Forces Par PM Iles) Plate Shift Table Webs Tens.Com, Webs Tens. Comp. Jf Plate Lateral Chord JT Plate Lateral Chord L-K 0 -10 D-1 0 -186 No Size Shift Bite No Scre Shift She A-K 0 -102 I-E 417 0 131 3X31.75 L 1.25 181 3X3 175 R 1.25 K-B 0 -8A E-H 0 -863 Purlins B-J 417 0 F-H 0 -102 J-C 0 -186 H-G 0 -10 In lieu of structural panels or dgl ceiling use purlins to laterally brace chords as follow: Chad Spacirg(inm) Stoma) Enddg TC 24 0.12 1171 — BC 120 0.12 11.71 Apply purlins to any Mods above or below fillers at 24'OC crime an.ememfse above. End Vertical Attachment Adach Intense end vedied(s)be next end vertical sing(3)qty.IW box or(0.12Wx3'min)gun nails,or Sion, l5 ,xi9e.7/16-Croxn,2-112'1en91hvme staples,through wide face;or(3)cry It Gl uge.1- Crown(minimum),1-12'krgth wire staples on each maw facem NOTES: 1.This drawing is not suffice nt alone M insta9imine Additmal instmdions mmmpanying this tmss drawing,include BCSI 1-03. should be used in conjunction with the arcchilectural plans during Installation. 2.Apex Technology is a Fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Pence Engineer � Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-90sAi 5200 APEX Michael G Koelowskl Jeffrey PAnnexed Derek B Murray ®' PE No.60839 PE No.58544 PE No.71457 ..gn envelope IM:dwb,amr-sac iraacmfw-oeo�owa lr�r ABCC45 PIy1 SEON:1T313/T56/SY42 CUSTOM Oty.4 FROM: DRW: F07 Wgt 92.4Is / ... 09/2&15 8'1'8 9'1'8 14'4"8 2'B"--� (TYP) 1111,(3 =W14 III�Q =V3 111'L(3 =Y14 111&3 T =' M fV 1 =4X5 1111%3 =3410'1'2 B K J _3X3[9] H 14'4"B Loading Collate(pal Wend Criada Snow Cobble lvy,Pf n PSF) D*8/CS1 Cherie A Maximum Reaetlons(ileo) TCLL: 4000 Wind SIU: NA Pg:NA Ct NA CAT:N PP DeileMom In be Ud*8 Up Loc R /U /ftw list IM 1W TCDL: 10.00 Speed NA mph Pt.NA Ce:NA VERT(LL): 0.113 D 999 380 L 1442 /- /- /- /- 13.5 WILL: 0.00 EndospCategmre:NA So NA Cs NA VERZ(U-t 0.122 D 951 240 H Mi Big 1- l- l- I- BCDL: 5.00 Category.NA Snow Duretm:NA HORZILL): 0 022 8 - - L Min Bry Webb Req• 1.5 Des LU: 55.00 Mea NA CreepHDRZ(TL)Fid 0.034 B - - H Min Brg Width Req= - Noffit: DOD Mean Haigh:' fl codBldg / e: Odleda Creep CSS 1.5 Bearing L popery=565psi. Load Dart TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.524 Swing: D:24.0 1.00 BCDL NA psf TPI SIB: 200] Max BC CSI: 0.]30 Maximum Top opup. FoCla u Per Ply Obs) Spacing:24.0" MWFRS Parallel Disc NA Rep FacdR Used Vee Max WebC51:0.333 CM1oda Tena.Comp. CM1ods Tens. Comp. CSC Oast a:NA it FT61T:12(Oy10(0) Mfg Speciffetl Camber A-B 54 0 D-E 0 -138] 1:NA GCp:NA Plate Type(.): B-C 0-135] E-F 0 -13M Wind Downton:NA WAVE I VIEW Ver 15.01.0100811.00 IC-D 0-135/ F-G 0 0 Lumber End V*rt al Attachment Value Set 13B(EBective 61141013) Awlh boated and verlical(s)d next and vertical Maximum But Chord Forces Per Ply(IM) Top Mod 4x2 SP#2 using(3)qI,Wal box or(0.12813'min)gun nails,or Clrods Tens.Comp. Chords Tens. Camp, BM Matl 4x2 SP d2 (5)my. 15Gauge,]/16-Crown.2-1Q'length wire L-K 845 0 J-1 1382 0 Write 4x2 SP a3 alaples,Nmp,hwideiace;or(3)gty.IB uge,l' K-J 1310 0 -H 900 0 Lumber value set'13B'uses design values Crown(inm),1-1n'length wire staples on each appryve l 12102013 by ALSC Maximum Web Forces Per Ply(I W) Additional Notes Webs Tens.Cam Webs Tens. Spedal Loads •2.6 confiru...tmngback.Sao usual pcomp. —(Lumber DurFac.1.00/Plate Dur.Fac=1001 STRBRIBR1014 for bmang and bridging M-L T] -559 D-J 0 -82 TC-Fran 100p0at 0.25to lWpta1 14.37 repOmmendabors. L-A 0 -942 E-1 0 -245 BC-Froin10ptat O.Wto 10pfat 14.37 L-S 0-1111 I-F 593 0 BC- 652b Cont Load at 0.13 Toss must be installed as shown witto top chord up. B-K 834 0 F-H 0 -11W The overall height of this twos excluding overhang is C-K 0 -260 G-H 0 -102 Pigs Shift Tad* 2-0-0. K-D 2 -40 JT Plate Lateral Chord JT Plate Lateral Cloud No Size Soft Bile No Size Shift Site 191 3X3 125 L '1125 - PUMns In lieu of stmmurel pane6 or rigid ceiling use purlins to laterally bmce Mwds as fdbvs: Cbod Spacingdo oc) Shuttle) Endlfl) TC 24 0.13 14.12 BC 120 0.01 14.12 Apply purine to any ghpds above or below I at 24'OC unless shown oMen tse above. Hangers/Ties (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional insWctions ii.panying this suss drawing.ixlude SCSI 143. Mould be used in conjunction with the arehilemuml plans during installation. 2.Apex Technology a a fictitious name awned by JIM Apex Technology Inc,Florida Corporation, Florida Engineer Business No.]54]-4]45 Suborn Park Court,Suite 402,Jacksonville.FL 32224-904.8215200 APEX Kismet G Kosldend Jimmy P Amesoo Derek BMurray PE No,60839 PE No.58544 PE No.71457 ...Ute nmeiope v:<,wna<or-ape I-rar<-oaHo-amaouva coca ABCC45 Py1 BEON:17317/T621SY42 CUSTOM DtY. t FROM: pRW: F0S Wgl:S6.OIta 210 5'3" 8' 2''10"88 I 2'4"8 + 2'9" F 2'6' (TYP) 1112XA4(1] =5X87 05X7 1112X44[7) 110'1"2 H 1111G d ix3 a=4X E =6X8 EE Loading Ctlteda IpNI Wintl Orland. Smw Chasms IP0.Rn FSF) OMIC31 Choose ♦Maximum Reaction gbi TCLL 40.00 Wind Std: NA Pg:NA Cb NA CAT:His PP Deflection in kc Llds6 lid Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph PI:NA Ce:11A VERT(Ut 0.093F BOB 360 H 19191- /- /- /- 13.6 BOLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.145 F 839 240 E 15821- /- /- 1- 1- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.016 E - - H Min Big Width Req= 1.5 New: 55.0 EXP:NA H0R2(TL):0.025 E - - E Min Big Width Req• - NCBCLL:10.00 Mean Height:NAB Code l Him Criteria Creep Fads:1.5 Bemiig H FcWq=585pai. Sold: 0.00 TCDL:NA pd BUg Code: FBC 2014 RES Max TC CBI: 0.830 Load N.H. 1.0(1 SCOL:NA psi TPI SW:2007 Max BCCSI: 0.720 Maximum Top Chas Forces Per Py g1m) Spacing:24.0' MFRS Pemllel Dist:NA Rep Factors Used Year Max Web CSI: 0.629 Chose Tens.Comp. Chance Tens. Comp. CBC Dist a:NAI FTIRT:12goylago) Mg SperJred Camber. A.B 0 -38 C-D 0 0 1:NA GCpi:NA Plate Type(a): B-C 0-1759 Wind Duration:NA WAVE VIEW Ver.15.01.010.0811.00 Lumber End VerBwl Attachment Maximum not Chard Forex Per Py gbs) Value Set:13B(Effective 6/112013) Adach ndchad and vertical to next end vertical Chance Tax.Camp. Chords Tena.Comp. Top Mos 4x2 SP" thong(3)qty.100 box or(0.128'x3-min)gun nails,or Bad Mos 4x2 SP d2 (5)sty. 15-Gauge,7116'Cmwn,24a'length here H-G 1758 0 F-E 17M 0 Webs 4x2 SP d3 staples,though vide lace;or(3)cl,16-Gauge,1- G-F 17M 0 Lumber value set'IM'uses design values Crown(minimum),1-112 length wave staples on each approved 1I3W2013 by ALSO B nanaw face' Maximum Web Fomes Per Py gial Wates Tinaeomp. Wets Tens. Comp. Special Loads Additional Notes Truss must be installed as shown with lop char up. I-H 206 0 F-C M -13 —(Lumber DucFec=1.00/Plate Outiac=1.00) A-H 0 -8)3 C-E 0 -21W TC-From 50pdat 0.131. WHIM 8.00 The.varellheightofthishussexcludingovemengis H-S 0-2121 D-E 0 -319 Be,From 5 p at 0.00 to ,plot 8.0 2-00. B-G 84 0 TC- 7671b Cont Load M 0 71.2.71,4]1,6.71 Plate Shift Table JT Plate Lateral Chor JT Plate Lateral Chord! N. Size Sent Bite No Sae Shift Bile (1) 2X4 S 2.50 [7] 2X4 S 2.5) - [8] 4X5 S 1.50 Ponos In lieu of structural panels or night ceiling use purlins to laterally brace chords as follows: Chas Spadnglin pc) Start(ft) Froth) TC 24 0.12 7,88 Be 93 0.12 188 Apply patine to any Mors above or below fillers at 24"CC unless shown otherwise above. Hangers,I Ties (J)Hanger Support Required,by others NOTES: 1.This Brewing is not sufficient alone for installation. Addi6anal instructions accompanying this Imes drawing,include SCSI 1-03, should be used In conjunction with the architectural plans duri0g Installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Flonds Corporation. Foods Engineer Business Na.7547-4745 Sunda Park Court.Suite 402,Jacksonville.FL 32224-904.821.5200 APEX Michael G Kozlowski Jethey P Arneson Derek B Murray ®' PE No.W839 PE No.58544 PE No.71457 Vogralgn rnveiope v:muenmr-nae Iwens>dano-onaeawa wen CUSTOM PIy.2 SEQNo 17487 1T107 MON CUSTOM Qty: 1 FROM: DRW: FG2 he 75.4 try 14.178 15"4 5'9' x11.4 nzJw° 12 5 p s4zse r �W T3.11Y E 1 I) T B .4 , T s'r1z rYe e] ,Sr u'1Pe Loading creada am Wind Oman. .LMada IPpwb PSF) D.WsICdtmla •Maximum Raactlona(ba) TOLL: 20.00 W ind SW: ASCE]-10 Pg:NA CL NA CAT:NA PP De lection in so,Udell LM Lac R 1U /R. /Rh /RL 1W TCDL: 7.00 Speed 130 mph W.NA C.NA VERT(LLY 0.010 H 988 240 A 510 /159 1231 /- /311 /5.5 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.020 H 999 180 F 660 /21% /269 /- /- /- BCDL: 5.00 Risk Categoryal St.Ducal NA HORZ(LL): 0.004 F - Wind reactions based on x0i Des Ld: 32.00 EXP:C HORZ(TL):0.009 F - - A Min Big Width Rep= is NCBCLL:10.00 Mean Haight:15.00 it Cade I Miss Cdteda Creep Factor.1.5 F Min Big Within Rep= SOMI 2,0(1 TCDL:4.2 pof Bldg Code: FBC 2014 RES Max TCCSI: 0.353 Bearing A Fcpem=565psi. Load Duration:1.25 BCDL:3.0 pef TPI SILL 2007 Max BC CSI: 0.1% Spacing:24.0 MFRS Persian DIM:>2h Rep Factors Used:Yes Max Web CSI:0.174 Maximum Top Chord Fomes Per My(Ins) CBC Dist a:3.00 ft FTRST:30(0y10(0) Mlg SpedSed Camber, Chords Tens.Comp. Chords Tens. Camp. GCpi:0.18 Plate Type(.): A-B 132 -402 C-E 132 -344 Wind Duration:1.60 1 WAVE I VIEW Ver,15.01.010.0011.00 B-D 40 -82 Lumbar Pudlns Value Set 13B(Effective 6112013) In lieu of structural panels or rigW wilbg user pudlns Minimum But Chard Forces Per Pty(Ibs) Top chord 2x4 SP M2 to usually brace chords as fdbws: Chords Tens.Comp. Chords Tens. Lamp. BM Mord 2x4 SP a2 Chord Spacing(in act Sol Endlfl) A-H 33! -100 G-F 2 -1 Webs 2x4 SP a3 TC 24 0.00 12.94 H-G 33] -132 Lumber value set"13B'uses design TC 24 13.04 14.88 approved 1/30/2013 by ALSC g BC 120 0.08 1488 MI OOunie asyMwnoMemve or below 011ers Maximum Web Forces Pan Ply Obs) Nailnote a Ward Tans.COmp. Webs To.. Camp. Nail Schedule:0.131k3',min.nails Hangers l Ties B-H 99 0 C-G 138 -332 Top ChmLLlRow@1200'0.0. Recommended hanger connectors are based on B-C 165 -Ml G-E 458 -1A Bot Chorda l Raw ®12.00'o.c. manufacturer tow capacities and calclations, H-C 69 -00 E-F 133 -329 Wens :1 Row @ 4•o.n Conditions may exist that scom Use equal spacing between rows and stagger nails connections than indicated.Rear to amaannufaclurer C-D 53 -56 in each now to avob existing. publication for additionalofonna4on. Special Loads Beadngatlowfwnx=147"8 usesthefollowing - - - surt(Lumber Dur.Fac=125/Plot.DurFac=125) Seeing F n(14]'8,10-1.2)KU26-2 TC-Fmm 55 p8 at 000to copilot 12.94 Supporting Member,(4)2x8 SP SS Dense TC-From 55p8at 12.9410 55plfat 1980 (20)0.148•x3•nails into summit, BC-Fmm loader 0.00 to 10pifat 14.88 member, TC- TTOlb Cane Laada113A3 (14)0.148'x3•nails intosupponed TG MbConc.Loadatl4.09 member. Platin,Nates Ackm...I Notes Plates asad for a minimum of spin spin/paw. The overall height M this Vuss including overhang Is Wind 5-11-2. Wind loads based on MW FRS win i ddtlional C&C member design, Right end vertical not exposed W wind pressure. NOTES: 1.This drawing is trot suFden,alone far installation. Mongrel instructions acoompanyitg this muss drawing,include SCSI 1-03, should the used in conjunction with the architectural plans during installation. 2.Apex Tmhnology is a f tibous name w W by Jax Apex Technobgy Inc,Flodda Corpamtion. FbrWa E sneer Business No.754]-4745 Sutton Pars Court,Suite 402,Jacksonville,FL 32224-904,821.5200 APEX Michael G Kozlowski Jeffrey P Amason Derek B Murray PE No.60839 PE No,58544 PE No.71457 v0alalgn envelope 1u:wuco4enBpc Iwoa<-nano-goacawa wca ABCC45 Plci SEON:18498IT108/FLAT CUSTOM City FRgA: DRW: FG4 y�^g Wgt fi4d.01be / ... 09125n5 . Y5"8 11 2'5'8 ig'71• 2'5'9 4'8'10 6711 8'6' 1�1''8I 104 21 1 14'89 169' 18'8' S 2'5'9 2'11 I 2'1'1 1'10"5 101 2'1'1 =8X10 =fi%10 =4X8 1112X4 =SIO -4X10 =4X10 TA B C D E F G H I J IIX12 K I 4 VV1 T W W20 11'1.2 W V U T 5 R O P O M 1 1113%8 =6X100 =8X12 =H0612 10,1,2 IPN O B3 LAX5 2'0"1 2'1'1 2'1'1 2'3'13 2'3'13 12"3 2.1'1 1'8.9 22'8 2tl'1 d'1'2 8'2'3 8'8" 10'8'13 12' 1�0,,1.� 14'11'15 18'8'8+ 18'11' 1' 2'10'14 Leading Criteria(Pen Wind Cruise. Snow edMNe(Ps.F11n illi D msi crl m ♦MaLmum Reactlom Ila) TCLL: 40.00 Wind So: NA Pg:NA CI:NA CAT:NA PP Deflection in Ire L al i Loc R /U /Rw 1 Rh /RL /W TCOL: 10.0 Speed NA mph PB.NA Ce:NA VERT(i 0.226 E 999 380 WI- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERTITLy 0.40E 554 302 L 015 /- /- /- /- 13.5 BCDL 5.00 Category.NA S.Ducal NA HORZILy: 0.083 L - - W Men Bag Width Reg= - Des W: 55.00 EXP:NA HORZITL):0.132 L - - L Min By W Mth Reg= 1.9 NCBCLL: 10.00 Mean Height:NAB Cope I Mlec Criteria Creep Factor:IS Bearing L papery=565psi. Soft 000 TCDL:NA par Bag Case:FBC 2014 RES Max TC CSI: 0.695 Land Demean:1.00 BCDL:NA par TPI Std: 2007 Max BC CSI: 0.832 Maximum Top Chem Forces Per Pty Nil Spacing:24.0MFRS Parallel Dist:NA Rep Factors Used Yes Max Web CSI:0.981 Gratis Tens.Canp. enema Tens. Comp. CBC Dist e:NAN FTR3T:30(ON1010) Mrg Spachetl Camber A-B 0-282] F-G 0 -me k NA Gets:NA Plate Typists): B-C 0-5610 G-H 0 -0011 Wind Duration:NA WAVE,HIS VIEW Ver 15.01.0160811.0 C-D 0-9926 H-I 0 -081 Lumber Spedal Loads D-E 0-9918 I-J 0 -3882 Value Set 13B Efferdve&112013 E-F 0-9816 J-K 0 -ZLi2 ( ) -(Lumber OO pit at 1.001 Plate DO pit at 1.00) Top choM 2x8 SP 55 Dorsa TC-From 150plfat 0000150ptiat 7.95 BOlMad 2x85P SS Dense:B32x45P 0: TC-From So pilaf ].9810 50 plat 82111 ChooseMaximumTBOl Chore Fortes Per Tens. ) Webs 2x8 SP 202 TG From 100pffat 8.21 In 100 peat 18.92 Chorda Tena.ComO. CM1oma Tons. Comp. :W2,We,WQW1g7,WIN. 902x4 d2: BC-From Spffal 0.00 to 0pit at 8.21 :unlear W12.W17,W10 W202xSP 4 : BC-From 10paat 6.21 to 10 plfat 18.0 W-V 32 0 R-0 010 0 apposed llueset'13y AI-SC gin values TC From 10 plfal at 71 to0. 1 10 ptie1 18.92 V-U 350 0 O-P '1 0 3511,Cane.Land at 0.81 U-T W16 0 P-O 448] 0 approved 113012013 by ALSO TC- 10216 Cmc,Land 2.0 T-S Bill 0 O-M 234] 0 TC- 50111,Cmc.Load at 4.0 8-R 81St 0 N-L 48 0 NailneN TC- 32816 Cons.Load at 8.0 Nail Schedule 0.13 P'x3",min.s (E TC.5981 It,Cons.Load at ]83 Top CM1 r d:2 Rows®5.50'o.c.(Foch Row) Be-BC-589316 Cone.Lpetl at 8.08 Webs Web Falco Per Pty h1,Tr Bol s :l Row @ 'o,c. .c. Webs Tens.Comp. Webs Tans. Comp. Webs :il Row ea 4'aye Purlim Repeal nailing as each layer is applied Use equal In lieu of structural panels or rigid seeing use putlins A-W 0-2083 R-H 2012 0 spacing between roes and stagger nails in each row lalatemlly brare Martis as blows: A-V 3418 0 H-P 0 -1408 to avoid sphXing V-B 0-2188 P-I 2112 0 In addition.apply(1)822-.25'miNmax cm.X 60' TCGhaSpa 2ng(in od 51010 Entl(e) B-U 308 0 1-0 0 -150 TC 24 000 18.92 2049 O-J 2111 0 length wood shrew at each loin)oration. Be 120 0.00 16.]1 U-C O- Platln Notes Be 25 16.85 18.92 C-T 283] 0 J-M 0 -1295 9 Apply purlins to any Mads above or bene fillers T-D 0-1561 M-N 8 0 All plates are 8X8 except as noted. at 24'0C unless shown othervnae above. D-S 11M 0 M-K 2649 0 Plates sized for a minimum of 400 P,mJ iace. The TC of this truss shall be bracdsith attached E-S 0 442 M-L 0 -0 spans at 24'CC in Neu of structural sheathing. S-G 1M -3 K-L 0 -ISIS Hangers/Ties G-R 0-1328 (J)Hanger Support Required,by others Additional Notes Truss must be installed as shwvn well tap Mord up. The Overall height of this tress excluding overhang is 241-0. NOTES: 1.This drawing is notsufficienlalone for installation. Addhonalinshudimsaccanpanong Motmssdmwing.inclWe BCSll-03, should be used in mnryMim with Me architectural plans during installation. 2.Apex Technology is a tedious nems annual by Jax Apex Technology Inc.,Florida Corporation. Foods Engineer Business Na.7547.4745 Bultm Park Court.Sells 402,Jacksonville,FL 32224-904.8215200 APEX Michael G KOakwrski Jeffrey P Arneson Derek BMurray f®' PE No.BONDS8PE No.581 PE No.71457 uOCUJIgn envelope w:<JVeo<ol-Yx V otle-6a/10-owLLWY Vty ABCG5 ply.4 SEON:17291 T651 FLAT CUSTOM Qty: 1 FROM: DRW: Fmm' Wg1:615.61bs Page l of2 / ... M5H5 9110.8 1374 152"4 18'6" 178 i IBI 378 14 81-12 l 1;2 VI 17192 2178 6 2'9'8 i' 20'12 1'Tt2 9'12' 1F1� ' 3318 l 1AA X12 1114X5 14X10 I=8X12 =6X8 =H0510 1112X4 = X6 = 1112X4 8X8 =8X8 B C D E F G H J K L M T1W1 W1 W2 572 W2 1 ELI u 10'1.2 2 Y XxSX12 W V U T S R O P O 1115X7 =8X121)5" =6) ,4 HO612 1.8. 84%8 1'9'12 ora" .12113X3 =6X12 211"4 1113X8 L 3.1. • 3'1' 4'8' 1 8 101'4 •1 13F V12 t~� 21 1'7•g 1'11"4 �9,"�12,� 1'8"12 2'0'8 1'4"4 6`54 '85'4' i~11~5•gq� 1I 8'8'9 Loading Crbede(p#t MM CdteNa Snow Criteria(pave FBF) M6ICSI CNMda ♦Maximum Reactlms llW) TCLL: 40.00 Warted:Sk: NA Pg:NA Cl:NA CAT:NA PP Defection in no Utlef LMl Loc R !U /R. I Rh /RL /W TCDL: 10.00 Speed:NA mph PF.NA Ce:NA VERT(LL): 020T 999 259 Z 146701- I- l- I- 13.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TLE 0.413 T 627 259 N 9098 /. I- /- 1- 15.5 BCDL: 8.00 caw":last Snow Dumlicam NA HORZ(U-y 0.018A - - Z Min B,Width Des Ld: 55.00 EXP:NA HORZ(TL): 0.082 A - - N Min Big Width Rat eq= 2.7 NCKSam: :1`0D Mean Heigh:NA ft Bog eode COMka Creep Factor:l.5 BeadngsZBNFcpem=S65psi. Lead ion TCDL:NA sf Bqg Code: 7 2014 RES Max TC CSI: 0.999 Lcetl Duration 24J) 1.00 BCDL:NA pat TPI Std: 200] Max WeCSI: Lai Maximum Top Chore Force Per Ply(lbs) Spacing:24.0" MFRS Paatlbl Disc NA Rep Feclom Used:Yea Max Web CSI:0.85] Chords Tmm.Canp, Chortle Tens. Comp. CSC Drat a:NA fl FT1RT:30(OX10(0) Mfg Specified Camber: A.B 0 .4515 G-H 0 .8114 1:NA GCpi:NA Plate Type(sl: B-C 0-461 H-1 0 -6095 Wind Duration:NA WAVE,HS VIEW Ver:15.01.010.0811.00 IC-D 0-043 I-J 0 -fi%6 Lumber Special Load* D-E 0-5762 J-K 0 -52111 Value Set:13B(Efledis,61112013) -(Lumber WcFec=1.00/PMte DucFac.•1.00) E-F 0-]957 K-L 0 -3367 Top noted 2x8 SP SS DenseTGFrem 102plf at 0.00 to 102,41 at 10.28 F-G 0-81M L-M 0 M -3292 Bol cN 2x8 SP SS Dense TC- 2dfet 10.29to 2plfat 21.0 Webs 2x4 SP p3:W22x4 SP M31: B Fmm 1p8at (LOO to 1Pit Or 21.63 Maximum But Chem Forme•Per Ply(It .W14,W15 2x6 SP p2::W17,Wt 9.W21 goo SP g2: TC-1572 lb Co.Load at 1.00 Chords TrunmComp. Chords Tena. Comp. :W24 2x4 SP M-30: TC- 1641b Com.Load at 3.1],5.1] Lumberealuesel'13B-useades' ,values TC- 1021b Caw.Load at 7.08 Z-Y 7 0 T-S 81116 0 5 TG 35 to Corl Load at 9.08 Y-X 4643 0 S-R 6914 0 apmovetl 1130/2013 by ALSC TC- 174 to Conc.Loetl at 10.9 X-W 6530 0 R-0 545/ 0 NallnoM TC- 26910 Cone.Load at 11.23,13.23,17.03119.23 W.V TAB 0 O-P 3WI 0 TC- 329 Ib Cone.Load at 15.23 V-U TAB 0 P-0 336] 0 Nail Schedule:0.131'x3-,min.nails BC- BBB to Corm Load at 1.17 U-T 8J81 0 O-N 4 0 TOP ChoN:1 Row @ 5 m 25"o.c. BC-1040 to Cc.Loatl at 2.00,4 29,6.29,8.29 BW Chord 2Rows @ 3.00'co,(Each Row) BC-1W to Cone.LOM at 129 Webs :1 Raw Q 4.0, BC- 4820 Can..Load!at 5.23,7.23.9.23,11.23 Maximum Web Fomes Per Ply(Ibs) Repeat nailing as each layer is applied Use equal 1323,15.23,1723,19.23 Webs Tens.Comp. Webs Tens. Comp. spacing between rows and stagger nails in each rew BC-8849 to Cores.Load at 10.04 bavoid starting. _ A-Z 0-3600 G-S 0 -�1 In execution apply(1)112-Wit or 0.22'-0.25-miNmax dia.X 66udins A-Y 5571 0 S-H 2239 0 length wood screw at each joint location. In lieu M structural panels or rigid ceiling use putlins Y-B 0-FA4 H-R 0 -188 a-air,spacing of raw perpentlicular and parallel to to laterally hater,cholds as follows: C-X 1618 0 R-J 2132a rei gnrequireduareawer bearingsgmaterthan4• Clead SDacing(in Oc) Stu(fl) End(fl) X-D 0-30]8 J-O 0 -M74 PMting Notes TC 24 0.00 21.0 D-W 2091 0 O-K 3038 0 BC 120 0.00 21.53 W-E 0-1]15 K-P 0 -1244 All plates are 6XMR)except as noted. Aptly putlins to any chords above an btlowfillers E-U 10]1 0 L-0 0 -1230 (1)-plates so marked were shed using OM t 24'OC unless shown otherwise abase. U-F 0 -318 O-M 41M 0 Fabrip Tolemnre, 0degreaRate4onal TheTCofthis Wssshalibebrace ,thabaohed F-T 1188 0 M-N 0 -2381 Tc erence,andlm.Positioning Tolerance. spa.at 24"OC m lieu of stmctuml sheathing. Plates sort for a minimum of 4,00 sq.iOlpiece. Camber Max JT VERT DEFL LL 0.24•DL 0.17'.See Cdeil DEFLCAMB1014 for compo fecemma dations. Roofs inmrpomting this truss require consideration for pontlirg design by Bunking Designs, MOM: 1.This drxvirg is not express alone he instelmom Addymenal instructions accompanying this W.dowilg,include SCSI 148, should be Moral in conjunction with Ne architectural Dkes during iongstallatim. 2 Aper Tecnolo54]-4]45 Suflm Park Coady Jax 402x Temno rille IFL 32I2248908r1ion00 Florida Engineer APEX PEN.e 0Kozlowski Jeffrey PAmason Derek. Murrey PE No.fi0839 PEN. 58544 PE No.71457 ...'gn Cmemb,pa IV:LJVeemr-tlJ�l-4o`Je-OJNo-pnJCOWy wc`J ASCC45 PIY3 SEON:1122]/T105/FLAT CUSTOM City: 1 FRgA: DRW: FG7 Wgt 411.81M / ... 09I25l15 4'4"2 8'4'12 10' 12'5"14 16'6" E 4'4"2 + a'o 1 o f All + z 5"14 + aro z T =4X8 =5BX5 = 5 = 6 = 8 1112(4 I W2 WB 1 1( ,1 D',•2 14 4 .Ualgn cnvempe Iv:4ducamr-sac oras<-Deco-owcouve wca AWC45 PIg1 SE0N:17324/TW/SY42 CUSTOM O1y. 1 FROM: DRW: FGE1 Wgt 93.81ba I ... 08/2515 I1reI '� IP?N ' I ' rl zBIf9I 'I� I 'f?-NF_ I 'f '� I '4 AF B C 0 W- 4 G H I J K L M N O T p N 1It,1D'12 AE AD AC AA Z Y X 111X3 V U T 111 3 S O 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 W=3X4 1111X3 1111X3 179' 17-3' Loading CrKMa howl wind Criminal Snow Cr da pitPer) Oe8ICS1 Cftft •Maximum Reactions jibe),or';PLF M: TCLL: 40.00 Wind SNA Pg:NA Ct NA CAT:NA PP DMectin in koct-tlee INV Lac R /U IRw /Rh /RL /W TCDL: 10.00 Spaact:NA mph Pt NA Ce:NA VERT(LL): 0.001 O 999 122 AE-10] /. /- /- /- /201 BCLL: 0.00 Enclosure:NA Lu:NA Ca:NA VERT(TL): 0.001 O 998 122 0 71 /- /- I- /- /5.5 BCDL SW Category:NA Bww Dumtlon:NA HORZ(LL):-0.000 B - - AE Min Bg Width Rag= - Dea Ld: 55.00 EXP:NA HORZQL):-0.000 0 - - 0 Min Bm W idm Rel= 1.5 NCBCLL 10.00 Maxon Height:NA fl Coda l chic Clients Creep Factor:1.5 Somalia AE 8 0 popery=565,d. SoOt 0.00 TCDL:NA psf BMg Code: FRC 2014 RES Max TC CSI: 0.190 Land Duration:1.00 BCDL;NA psf TPI SM: 2007 Max BC CSI: 0.034 Maximum Top Chord Forces Par Py(IW) Spacing:24.0- MFRS Parallel Dist NA Rep Factors Used Yes Max Web CSI:0.035 CIOMs Tens.Comp. Chortle Tens, Corp. C&C Dista:NA ft FT/RT:30(0Y10(0) Mfg Specified Cambs: A_B 0 0 H-1 0 0 1:NA GCpi:NA Plain Type(# B-C 0 0 1-1 0 0 Wind German:NA WAVE VIEW Vx,:15.01.01C.011.00 C-D 0 0 J-K 0 0 Lumbar End Verrill Attachment D-E 0 0 K-L 0 0 Value Set 13B(Effective 611,1013) AOach notched ed vanicans)to rad end veNcal E-F 0 0 L-M 0 0 Tap chert 4x2 SP p3 sing(3)my.IM box or(0.128'x3'min)gun rails,or F-G 0 0 M-N 0 0 Sol Mad 4x2 SP a3 (5)*. 18Gauge,]/16'Cmwg2-12-let ffiwire G-H 0 0 N-O 0 0 Web.4.2 SP 0 staPbs,through wide face;or(3)Oy.16Gauge.1- Lumber slue sm'13B'uses tlestn values Caren(minimum),1-1n'length wire staples on each Maximum Bot Chad Forces Per Py(Hol approved 1/302(113 by ALSC me.Mo.. TenaComp. Chords Tens. Comp, Mditesl Notes AE-AD 0 0 X-W 0 0 Brscing See deail STRBRIBR1014 for brocingand bridging ADAC 0 0 W-V 0 0 Sheathing is required for any longitudinal(dmg) recommendations. A(>AB 0 0 V-U 0 0 tortes.All connections to be designed by the building AB-AA 0 0 U-T 0 0 neutral. Tmse..at be installed as shown with top MOM up. AA-Z 0 0 T-S 0 0 Fasten intact sheathing to one face of this frame. Thhe-0overell height of this tress excluding overhang is Z-Y 0 0 S-R 0 0 Y-X 0 0 R-O 0 0 Plating Notes An plates are 2X4 except as noted. Maximum Web Forces Per Ply(lbs) Plates sized for a minimum of 4.00 sg.in/piece. - Webs Tens.Comp. Webs Tans. Comp. Purlins AF-AE 0 -8 0-0 0 -56 In lieu of y brace c panels or dgM ceiling use putlins AAE 0 -56 O-P 0 -9 M laterally bracechortlec) falkwre: TC Specing(in oc) Starlit) 17.00 Maximum Gable Forces Per Pry(lbs) TC 24 0.25 17.00 Gables Tens.Comp. Gables Tena. Comp. BC 120 0.25 17.00 Appy OCun Many at othenian aleype. fllere B-AD 0 -146 -x 0 -107 at 24'OC unless shown omenwise above. C-AC 0 -131 J-W 0 -138 D-AB 0 -134 K-V 0 -132 F-AA 0 -132 L-T 0 -134 G-Z 0 -138 M-S 0 -131 H-V 0 -10] N-R 0 -148 NOTES: 1.This drawing is not suffidenl alone for installation. Additional insbta tens accompanying chis Imus dewing,Include SCSI 143. should be used in conjunction Win the architectural plans during installation, 1, 2.BussesTechnology ]d]45i Sudan Park Court,Suite pe.Textron o nilly Inc. FlI224a Corporration.0Floddo Engineer FIL APEX Michael G Kozlowski Jeffrey P Amason Derek Murray Muay ®' PE No.W839 PE No.58544 PE No.71457 vowargn cnvalupe tu:4sucpmnasc 1-anro-oono-opscooue lues ABCC45 Ply,2 SEON:1/3301 T21 FLAT CUSTOM Ory: 1 FROM: DRW: FT2 Will 294.01N / ... 09122115 5'4'4 ]'8• 109'12 15'r8 . 't•8 2a1P 2fi'4' 5N'4 211'12 F 39'12 + 5'0'12 '8" 4'8'8 xx X 14" 110 aC 112%4 •EMF —4 T2 .4H T I F 1a1R – = u E! xx4 112X6 N M L J =4X6 15.921 10.8.12 -� 5.218 rt'12 211192 5'r 5R9 5'r8 are F r4.4 m4• tars• zrre '� zar Loading CrNda hoar Wind CrlUrto Snow Cr fia(Ppmin PBF) Dol Captain, A Maximum ReactioN(IN) TCLL 40.00 Wind Sld: NA Pg:NA CL NA CAT:NA PP De0 nstion in bet/dere Us hoc R l U /R. /Rb 1 RL /W TCDL: 10.00 Speed NA mph Pit.NA Ce:NA VERT(LL): 0.0248 NO 240 O 775 I- I- l- l- /5.5 BCU,- 0.00 Endbethe:NA Lu:I Ce NA VERT(TL): 0.046 M NO 191 K 17181- I- /- /- /3.5 BCDL 5.00 Category:NA Snow Duration:NA HOII(U-p ODWA - - 1 527 122 I- l- l- /- Des L1 55.00 EXP:NA HORZQL): 0.014 A - - O Min Bq Width Req= 1.5 NCBCLL:10.00 Mean Heigh:NA X Code I NO Crileda Creep Factor:15 K Min Big Width ON= 1.5 Soffit 0.00 TCDL:NA psi Bldg Code: FBC 2014 RES Max TC C51: 0.5M 1 Min Big Width Req= - Load Duration:1.00 BCDL NA pet TPI Std: 2007 Max BCCSI: 0238 Bearings O B K Fourp=565SO. Spacing:24.0' MFRS Paralbl DIS:NA Rep Factors Used Yes Mex Web CSI:0.329 C&C Dist o NA it FT1RT:30(O ll0(0) Mfg Specified Camber. Maximum Top Chord Forces Par Pry(IN) 1:NA GCI NA Plate TypOO Chords Terls.Comp. Chums Tens. Comp. With Duration:NA WAVE,HS VIEW Ver.15.01.01C.081:00 A-B 0 -512 E-F 359 0 Lumber Hangers/Ties B-C 0 -525 F-G 359 0 Value Se:13B(Egeolive&1Y2013) Recommended!hanger connections am based on C-D 0 -435 G-H 88 -2R manufacturer tested capacities and calculations. D-E 0Bot -435 Top choitl 2x4 SP M-30:72 2x4 SP IIIICaMiions ma exist that Web. 2x4 SP A'2 y fracture.Reor to math Webs 2x45P p3 connectionscaforthan additional Refer to manufacturer ChordsMaximum Tens Chord Foreu Ps Tens. ly gires) Lumbermoved Iueset'13B'uses design values pub1lnNionfafionxnal information.- uO-N5 Tens Comb. ChroL-K Tens.Cane. approved 1/302013 by ALSC BaanSupper conditions: x=28'1• uses thefollowing O-N RI 0 L-K 3 -288 seam ? 1-, N-M 525 0 K-1 2B5 -96 Nailrmle BSupiPl (26'1", be.2)HTU2fi-2 M-L 524 0 J-I 8 0 Nail Scbudule:0.131•x3•,min.nails (M)DA ing Member:(to Su po 55 Dense Top Chorda Row @12.00-op. (20 member. Maximum into suppoding member. Maximum Web Fomes Par Pry(lel) We CM1ant:1 pass 4-orr•o.c. (t member, Use into suppodetl Webs :1 Rax � d'o.c. member. Webs Tens.Comp. Webs Tens. Comp. Use equal sparing between more and stagger nails O-A 0 -374 D-L 0 -248 in each row to avoid spli8ing. Additional Notes A-N SSL 0 E-K 0 -587 Plating Notes Truss must be installed as shown with top chard up. N-B 0 -248 K-G 0 -544 Plates Oned!for a minimum a 4.00 sq.imlpiece. The overall M1eight of this Was excluding overhang is C_C W -28 G-J 74 -115 3.0.0 L 0 -IN J-H 298 -102 Purlins I fim 0 H-1 M -251 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follover Chord Sinisviin¢) Should) Endhgl TC 24 000 28.21 BC 120 -0.13 2621 Apply purlins to any Mohs above or below fillers at 24'OC unless snored ofierwiae above. The TC of this Suss shall N bracetl with attached spans at 24'OC in lieu of stmcluml standing. NOTES: 1.This tlrawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI"0, should be usud in conjunction with the architectural plans during installation. 2.Apex Technology is a fid lions name broad by lax Apex Tecbnblbgy Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sa ton Park Court,Suite 402,Jacksonville.FL 32224-9(14.021.5200 APE X Michael G Kozlowski January PAmason Derek B Murray PE No.W839 PE No.58514 PE No.71457 uOCwlga eMmupe tu:cwcomrva..1-4aYcoano-OOJeouuS web ABCC45 Ply:2 SEON:170001 T09/FLAT CUSTOM Ory: 3 FROM: DRW: F74 Wg1:176.4 los I ... 09 W15 5'4"4 7'6" 10'6'12 1511" 5'4"4 2'1"12 3'0"12 5'4"4 1114X5 1112X4 tmaalgn rnveiope iv:<auea<prnae I-voacooHooeaeawe even ABCC45 PI,2 SEON:1n21/T63/HIPS CUSTOM ON,2 FROM: DRW: FTe Wgl:229.6 Its / ... 091 1� 18111. H 1'4'12 11.8 11'1'] 17 14'8' 16'5'8 17'9'1 10" 1'3.8 1'9'4 + 1'4' =4X5 =4X5 =3X4 112X4 1112X4 =4X5 A_5x5 B C D E F a4X51 1T T-1• 1112X4T 1 II1IX4 as SXS aR Q 4X5 -4th 1X50W 11'1'2 1 01'2 1112X4 =4X5 N Lai 5'4'1 49'15 9"1 2'5'1 19' 19'8 115" 5'4'1 10' 105 5 13'3' 14'10' 16'5"8 Y'1 6 Loading ColboM II» Wind Conde Scow Cristo pippin PSF) DMICSI Console A that...Raaptlona(IM) TOLL: 40.00 Wind Std: NA IS:NA CI:NA CAT:NA PP Dedecdon in No Used 111 loo R 1U IRI /Rh /RI- IW TCDL 10.00 Speed:NA mph PF.NA Ce:NA VERTILL): 0.1200 999 20 T 10401- I. I- I- I- SOL: 0.00 Enclonse:NA Lu:NA Ca:NA VERT(TL): 0.201 O 999 226 K 1040 I- I- I- 1- 13.5 SCDL: 5.00 Category:NA Show Duration:NA HORZ(LL): 0.034 K - - T Min B,Width Ran= Can Ld: 55.00 EXP:NA HORZ(TL):0.054 K - - K Min B,Width Ren= 1.5 NCBCLL:10.00 Mean Height NAd Code I Mae Cdsde Creep Faclo:1.5 Beam,K Fc wr,=585Dsi. Soffit 0.00 TCDL:NA psf Bob,Cade: FBC 2014 RES Max TC CSI: 0.419 Load Duration:1.00 BCOL:NA psi TPI Sid W07 Max BC CSI: 0.035 Maximum Top Chord Forces Per Ply Obs) Spacl g:24.0MFRS Parallel Dist:NA Rap Factors Used:Yes Max Web CSI:0.729 Choose Tens.Comp. Clowns Tens. Com, CBC Dist a:NA it FTIRT:30(Oy10(0) Mfg Specified Camber: A.B 0-1219 E-F 0 -1094 1:NA GCpi:NA Plate Ty)els): B-C 0-1441 F-G 0 -1060 Wind Duration:NA WAVE I VIEW Ver.15.01.010.0011.00 IC-D 0-1106 0-1 0 -748 Lumber Hangeml D-E 0-1106 H-J 3 -3 Value Set 138(Effectrve WIM13) Recommendetlhan9erwnneclionsambased on Twp chard 2,4 SP Q manufacturer tested capacities and calculationMaximum imum Bot Chord Forces POPly(Ibal BW Aon Conditions 2x4 SP d2 Coons may exist that require dement Cloister Tens.Comp. Chods Tens, Comp. Webs 2x4 SP#3:W132x4 SP d2: connections than indicated Refer to manufacturer T-S 10 0 P-O 1094 0 publication far additional inforati.n. ]LH Lumber value set 13by 6-R 191 0 O-M 0 approvedYJ012 10136y ALSLStlesign values nm ® C enrg at uses the following R-O 191 0 N-L 9 0 supportconditions:(9011 0.p 1440 0 L-K 322 0 Nailnote Searing T (gin Member: Nr&8 S Nail Scheduk,0.131 NT.min.nails 50)0.11419 nails (to x0 po SS Dense Twp Chan:1 Rax ®1200'o.c. (20)0.1411ember. naila into supporting Webs TWeb Foran Per Ply Obs) Bot Chon:1 Row gg1200'o.c. ember, Webs Tens.Cmnp. Webs Time. DOmp� Webs :1 Row ® 4'o.c (1410.140'X3'nails into supported member. A-T 0 -509 G-M o -93 Use equal spacing MNreen rows and stagger nails A-5 1ffi 0 M-N 115 0 eacM1 now savoid spliNng. Additional Noss 6-B 0 -3LM M-L 198 0 PlMing Noss Truss must be Installed as shown with top than up. B-O 1% 0 M-1 899 0 Plates sIzedl far a nuarmm of 4.00 sq.in./piers. The overall height of this thus excluding overhang is O_C 55 -16 L-H 0 -353 2-00P 0 -422 H-1 0 -95 Purlins P-E 1% 0 H-K 0 -514 In lieu 0 structural panels or rigid unlit,use purlins O G 0.56 0 O (1 -332 J-K 0 -41 to plurally brace chards as follows: CMN Spaarglin oc) Startld) End(d) TO 24 0.00 18.92 BC 120 0.00 1853 BC 28 16.60 1892 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24'OC in lieu of structural sheathing. NOTES: 1.This drawing is nW sufficient alone for installation. Additional instructions accompanying this those drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is afclidous name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-045 Summ Pan,Court.Suite 402.Jacksonville,FL 32224-904.021.5200 APEX Michael G KOLOwsM Jeffrey P Ameson Davis B Murray PE No.60M9 PE No.50540 PE No.71457 Vocualgn rnvelope w:esvelaml-boo 1�1aYo-oono-oaaaauua Ivctl ABCC45 PIK1 SEDN:17324IT39IGABL CUSTOM 0ty, I FROM: DRW: GE01 Witt a4.8Ind 1 ... 0925115 29- 2 6'B' 8' 29• t 1.8.12 t 2.3.4 t ,•4- F 4 12 E T ,4X5 D C ,3X4 83X8ES mIU LJ ,p,•2 H Y4X5 G, 42.12' T8- 19� 25' 1'4' 28' 0'3' BB' 8' Loading Carbide 1pe0 Wind Crkerla Snout Cahode(P9.Win PSF) DeNCSI Criteria •M l..Realetlons jibs),or IPLF TCLL 20.00 Wind SW: ASCE)-10 Pg:NA Ct NA CAT No PP Deflecron In be Udefl UM Loo R /U /Rw /Rh IRL IW TCDL: 7.00 Speed 130 mph Pf.NA Ce:NA VERT(LL): 0.OB E 999 240 A- 60 165 1117 /- IN 148.0 WILL 0.00 Emloaun:Closed Lu:NA Cs:NA VERTQL): 0.016E 999180 H 174 /O6 /95 /- I- ISO BCDL 5.00 Risk Category.11 Snow Duration:NA H0RZ(LL): 0.003 E - - G 122 /fit /71 /- I- 11.5 Des 16 73200 EXP:C HORZ(FI-1 O.005 E - - Wind roadlUm based on MFRS NCBCLL: 10.0 Mean Height:15.00 it Cade/Maas Mlada Creep Factor.1.5 A Min Bm Width Req= - Soffit 2.00 TCDL:4.2 psi BMg Code: FBC 2014 RES Mu TC CSI: 0.138 H Min erg W fifth Req= 1.5 Load Duration:1.25 BCDL:3.0 pa TPI Std 2007 Mu BC CSI: 0.089 G Min Big Width Req= - Spedr,24.0- MFRS Parallel Dist:0 W N2 Rep Factors Deed:Yes Mu Web CSI:0 289 Bearings A B H Fcpe,=565psi. CSC Dig a:3.00 fl FTIRT:30(OYIO(0) Mfg Specified Camber. Maximum Top Chem Fomes Par Ply jibs) GCpl:0.18 Plae Tymis): Ch rids Tena.Comp. Choods Tens. Comm. Wind Duration:1.60 WAVE VIEW Ver:15.OtO1C.0811.00 Lumber Addgbnal Notal A-8 21 -95 D-E 9 -Bf Value Set IN(EMedive 81112013) See DWGS A1401 SENCIGIO148 GMLUIN101410r B-C 10 -89 E-F 18 -W Top Mood 2x4 SP 62 gable wind bracing bargaining, C-D 3 -49 Bot Mod 2x4 SP 92 The overall height M this truss excluding ovedlangO P p3 3'4-9. Maximum 2% Webs 2x4 Maximum Bol CM1OM Foes PPly(Red Congo :U bsSider 4 S SP iia:BLOCK LENGTH= 1.500' Chords Tena.Comp. Chads Tem. Ce. Lumber value set"13F uses design values A-1 33 -102 H-G X -101 approved 1YJ012013 by AI-SC 1-H 29 -94 Plang Notes Maximum Web Forces Per Pty jihad Al POWs aro 2X4 except as noted. Webs Tens Com, Webs Time. Can, Plato sized fora minimum d4.0 sq.m.lpiece. H-D 173 142 J-G 133 -51 Pudim D-J 101 -31 F-G 111 -62 In lieu of structural parols or rigid ceiling use purlins W Oteralty brace shod.as follows: Maximum Gable Fames Per Pty(1be) Chord Spacinggir oa) SWd(h) EM(ft) Gales TereCOmp. Gables Time Com, TC 24 0.00 8.00 BC 96 0.00 800 C-1 219 -133 J-E 78 -44 Apply purlins to any Moods above or below fillers at 24.OC unless shown aMenvlse shave. Loading Truss designed to support 8'maximum gable end overhang. Wind Wind loads based an MW FRS Min additional C8L memberdesign. Right end vertical not exposed to wind pressure. NOTES 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,induce SCSI 1-03. should be used in conlundlen wind Me arch8e Lural plans during inaa atioi. 2.Apex Technology is a fictitious name owned by Jax Apex Technology less.,Florida Corporation. Florida Engineer Buslnem No.7547-4745 Sutton Park Court,Suits 402,Jacksonville.FL 32224-904 8215200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 tI .fijn rnyeloPL'I, .........V Gae-oJnoOoxauutl wctl ABCC45 Ply.1 SE0N:171M/T35 CUSTOM CRY. 8 FROM: DRW: HJ01 Wgt 21.O]be I / ... OM25115 B T2$'9 4 12 5.66 F�:- m 0 m 3X4(B2 T A 1 422-3- C 6'11"6 8'11'6 Loading Criteria lw0 Wind CateM Snow CMerN(Po.PI In PBF) Defl/CSI CrOaris ♦Maximum Reactions Obs) TCLI: 20.00 Wini ASCE7-10 Pg:NA GENA CAT:W PP DeOecern in Ioc L/defi Lee Loc R /U /Rw IRI, /RL IW TCDL: 7,00 Speed 130.0 PE NA Ce:NA VERT(LL):NA A 174 /101 /- I- I- I].0 BCLL: 0.00 Enclosure:Close! Lu:NA Cs:NA VERT(TL):NA C 101 Id /- - 1- 11.5 BCDL: 5.00 Risk Category: l Snow Duration:NA 4).014 - - B dr /101 se I- I- 11.5 Desi 32.00 EXP:C Creep F L):0.025 C - - WIntl roaa5om based an M1.FRB Soffit 10.M.W Mean Height 24.48 fl Cada I de CdN0a Creep Fad l 1.5 A Min Bry Width Req= 1.5 SGML 2.00 TCDL 4.2 paf Bldg Cade FBC 2014 RES Max TC CSI: 0.860 C the Brg Width Req= - Spatl Duration 1.25 MF 0.0 psf TPI Sid 200] Max BC CBI: 0.529 B Mg F Width Real= - MWFRSPamIIelDistOrohl2 Re Factors Used:Yes Max Web CSI:0.000 Beann9AFcpary=585psi. Spacing:24.0- P CBC Dista:3.00 fl FT/RT:30(O,V10(0) Mfg Spedfietl Camber Maximum Top CM1artl Farces Per Ply(lbs) 10.18 Plate Typels): Chords Tens Com, Wind DumMn:1.0 WAVE VIEW Vx 15.01.01 C.0611.W Lumber Additional Nota A-B 52 -W Value Set ISIS(Eflecthat&IQ013) The overall height of this truss excluding ovemting is M imum Bot Chum Fortes Per Ply Obs) Top chord 2x4 SP 42 3-10.6. Bot chow 2.4 SP#2 Chords Tens.Cwnp. 1-umher.1treaeP13B-thesdesynvalues A-C 0 0 approved 1YJOY1013 by Al-SC Special Loads -(Lumber OmYaC.1.25/Plate DmYac.1.25) TC-From 2pit at ON to 2pit at 6.95 SG From 2pit at 0,W to 2pit at 8.95 TC- 531E Canc.Land 1.46 TC- 1591E Canc.Load at 4.29 BC- 291b Canc Land at 1.46 SC. SI to Cono Land at 4.29 Plating No" Plates sized for a minimum of 4.00 sq.inJpece. Purlins In lieu of structural panels or hi ceding use purlins to laterally brace charas as release CMM Specing(in ac) Stai Erupt) TC 24 OOo 8.95 SC 83 0.02 895 Apply purlins to any chords shove w bMaw fillers at 24.OC unless shown oNeneise above. Wind Wind leads and surchous based on MWFRB. NOTES: 1.Thus drawing us not sufficient alone for installation. Additional instmctims accompanying this truss Eruessi incIude BCSI 14)3. should be uaetl in conjunction with the architectural plans during Installation. 2.Apex Technology is a fictitious name awned by Jax Apex Technology Inc.,Fbtida Corporation. Flontlz Engineer Business No.]54]-4745 Sutton Park Court Suite 402,Jacksonville.FL 32224-904 81 APE X Michael G Knomeaki Je0my P Arneson Derek BMurray PE No.WB39 PE No.58544 PE No.71457 MDcualgn envenolla I V:9dvebmr@ac troae-aallo-opacavva mcn ABCC45 PM1 SE0N:1'lWTB/HIP_ CUSTOM 0ry:2 FROM: DRW: HJ03 Wgt 42.01bs I ... OH/25N5 S'S11 gigs 5'8-11 4710 C ]@1.14 2 SAe p �SXSB H HS 471 a3X�jB2 1 p �ax5 E D S@15 a2%4 311'13 5'@15 @8'12 Loading Criteria hon Wind Criteria Snow Crlledaf Mei Far) DeMCSI CdMra ♦Maximum Reecdone phs) TCLL: 2000. WindSW ASCE7-10 Pg:NA Ct NA C)kT:NA PP DaMclion in b Udell I/6 Lno R /U flew /Rh /RL /W TCDL: 7.00 Speed 130 mph W.NA Ca:NA VERT(LL): 0.014 F 998240 A 340 1208 /- /- /- 170 BCLL 0.00 Enclosure:Carl Lu:NA Cs:NA VERT(TL)t 0.028 F 999180 D W9 1220 I- I. l- 11.5 BCDL: 5.00 Risk Category.II Srow Dural NA HOR2(LL):4.008E - - C 58 155 1- 1- l- 11.5 Des Ld 32.00 EXP:C HORZ(rL):0.012E - - Wind machines based on MWFRS NCBCLL:10.00 Mean Height:26.15 fl Coda/Mese CrSMa Creep Facts,1.5 A Min Big Width Req= 1.5 wit 2.00 TCDL:4.2 Fid' Bkg Castle:FEC 2014 RES Max TC CSI: OA38 D Min Big Width Rep= - Load Duration:1.25 BCDL:3.0 Psf TPI Set: 2007 Max Be CSI: 0.]]6 C Min Big Width Req- - Spacing:24.0MFRS Parallel Dist 0 to M Rep Factors Used:Yes Was Web CSI:0.302 Beer,A Fcpem=585psi. C&C Dist a:3.00 fl FT/FT:30(Oy10(0) Mfg Specified Camber: GCpt 0.18 Plate Typists): Maximum Top Chard Forces Per Pty(lbsl Wind Duration:1.60 WAVE VIEW Ver 15.01.01C-0811.00 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Nofee A-S 366 -562 B-C 95 -91 Value Set 13B(Effecliv IMIM3) The overall height of the truss excluding overhang is Maximum Bo[Chord Fomes Per Pl Top chord 2x4 SP d2 y(Ib.) Bot chatl 2x4 SP p2 Chords Terse., Chords Tens. Camp. Webs 2x4 SP p3 A-F 481 -W5 E-D 0 0 Lumber appmhovalMe 133B•uses tlesignvalues F-E 075 -305 approved ffJ02013 by ALSC Special Loads Maximum Web Fors Per Ply pbs) -(Lumber Dpit at 1251Peale DucFec=1.25) Webs Tens.Comp. Webs Tens. Comp. 2 TC.From pit at 0.00 to 2pit at 9.]] F-B ZB 0 B-E 379 -SN BG From 2p8 at O.00k 2plf at 9.TT TC 59 to 4 Conc.Load at .46 TO 263 3lb Conc.Load at 4.29 TP 2631b Cone Load at 7.12 Be- 29bth Conn Load at 1.46 87 Ib Be- 8] Cone.Load at 4.29 Be- f481D Conn Load at ].12--- Plating Nate. PWres sad for a minimum of 4.00 sq.inlpiece. Palms In lieu of sWdural Panels or ngk ceiling use pu0ins to laterally brace chords as follows: Chard Spacing.in act SWI(ft) Ertl TC 24 0.00 977 Be 117 002 9]] Apply ciins to any chords above or below fillers at 24"OO unless shown othe..above. tonin Wind loads and readions based on MWFRS. NOTES: 1.This dewing is not suFdent alone for installation. Additional instructions accompanying this buss dme,ing,Include SCSI 1-03, should be used in conryndion with Me architectural plans during Installation. 2.Apex Technology is a fictitious rer ovmed by J..Apex Technology Inc.,Florida Corporation. Focus Engineer Business No.]54]-4]45 Sultorh Perk Court,Suite 402,Jacleamin le,FL 32224-904.821.5200 APEX Michael G Kozlowski Jeffrey P Amason Derek B Muoay ♦� PE No.60839 PE No.58544 PE No.71457 Momlagn cnvempe w:4.weoml-:nTc t�tpa<-oanocdaeown wce ABCC45 Ply.tSEON:1]30S/T2]/HIP_ CUSTOM Oty: 1 FROM: DRW: HUM Wgt 16.8 has / ... 0825115 12 B 3.54 11'11"10 (V cV 33 4(B1 T 1 101"2 C 5'6"6 5'6"6 Loading CrMrla(PC Wind CrlteM Snow Crlte be(p,RIn PSF) DeNCSI Crlarb •Maxlmom Reactlons plu) TCLL: 20.00 WiM Std: ASCE]-10 Pg:NA Ct NA CAT:NA PP Dsfleclbn In be UHs, Ug Lac R IU I Rw I Rh /RL /W TCDL: 7.00 Spend 130 mph Pf:NA Ce:NA VERT(LL):NA A 126 IN I- I- /- /7.0 BCLL 0.00 Encbsum:Closed Lu:NA Cs:NA VERTQLt NA C 82 1- 17 1- /- /1.5 BCDL: 5.00 Risk Category:11 Srew Duration:NA HORZ(LL): 0.005 C - - B 131 IB] 1- 1- 1- 11.5 Des l.d: 32.00 EXP:C HORZ(TL):0.011 C - - Wind reactions based on MFRS NCBCLL:10.00 Mean Height:15.006 Code I Mine Cdada Creep Faster:1.5 A Min Big Width Reg= 1.5 SpRg. 200 TCDL:4.2 pat Bldg Code: FBC M14 RES Max TC CSI: OA58 B Min Big Width C Min Big WidthRM- Req - Lead Duration:1.25 BCDL:3.0 pad To Std 2007 Max BC CSI: 0.265 =Beadn9 A Fcrem=S65psi. Sexing:24.0MFRS Paollel DDan:0 to N2 Rep FactoUsed:Ud:Yes Max Web C51:0.000 C8C Dist a:3.006 FTIRT:3010p10(0) Mfg Specified!Camber: Maximum Top Client Forces Per Ply(lbs) GCpc 0.18 Pbte Tyye(sp Chords Tem.Comp. Wind Duration:t60 WAVE VIEWVec15.01.01C.0611.W Lumber Attilbnal Notes A-B 3] -23 Value Set l3B(Effective N12013) The overall heght of this Imes excluding overhang is Maximum Bot Chord Forces Per Pty gbsl Top chord 2x4 SP 82 2-2-0' Chwtls Tens.Comp, Bot chord 2x4 SP g2 Lumber value Met-1313'uses deal,values A-C 0 0 apparent 1/302013 by Al-SC Special Leads Lumber DunFac=1.251 Plea DucFac=1.25) TC-Fmm 2plt at 0.001. 2p8 a1 5.53 BC-From 2p8 at 0.00 to 2D8 at 5.53 TC- 49 to Conc.LOM at 1.46 TC- 15211,Cont.Lead at 4.29 BG 21 Ib Conc.Lead at 1.46 BC- 051b Cw Load at 4.29 Plating Notes Plates sined for a minimum of 4.00 sq.mdpiece. Petlns In lou of sbuduml panels or rigid coiling me purlins to Intensity brace cheats as folloxs: Choat Spacingbi do) Sart(g) Ead(M) TC 24 0.00 5.53 BC 64 0.10 553 Awry purlins o any chards above or below fiars at 24'OC unless shown oMenviss above. Wind Wind loads and reactions based On MWFRS. NOTES 1.This dowing is not sumdent some for installation. Additional instmdions accempmrying this tress @awing,Include SCSI 1-03, should be used In conjunction with the..1ro dural plans during installation. 2.Apex io.7547- 745Ssname aw out, Jae Apex Technology int,FIL3Florida 94.821 on Florida Engineer Bmiress No.]50]-4]45 Sullen Park Court Suite 402,JacMsonville.FL 32224-904.8215200 qp E X Michael G Kozlowski Jetmy P Arneson Deck B Murray PE No.60839 PE No.58544 PE No.71457 ..'go cmuteops lu:cJvcoLar-`Jae -potlL-aJMO-owcWvtl weY ABCC45 PIy.1 SEON:I1184/T50/JACK CUSTOM 0h:20 FROM: DRW: J02 Wgl:9.B lbs / ... 0925/15 B 12 N 25'6"10 8 —17 N i- 1113M B2 IA N 23'3" _4 C 3' 3' Toting CrRede 1nal Wintl Cmada Snow Chars fyp,x b PSF) DM/CSI lifted. ♦maximum Reac0pna(Ib) TCLL: 2000 WindStd ASCE 7-10 Pg:NA CL NA CATNA PP Deflection In he Udea Ld Loc R /U I Rw I Rb /RL 1W TCDL 7.(0 Speed 130 mph PL NA Ce:NA VERT(ULF NA A 102 /B /51 I- /95 /5.5 BCLL: 0.0) Enclosure:Closed Lu:NA Ca:NA VERTIR):NA C 44 I- /18 /- /- /1.5 BCDL 5.00 Rlsk Categor,,11 Snow Duration:NA HORZ(LL):-0O03B - - B 80 187 /58 /- /- 11.5 Des Ld:32.00 UP:C HOR2!(TL):-0.004B - - Wind reactors haled on MWFRS NCBCLL:10.00 Mean Height 24.84 fl Code/Mbc Cdatla Creep Factor:l5 A Min Bog Width Req- 1.5 Soffit 2.00 TCDL:4.2 psf Bdg Cade: FBC M14 RES Mex TC CSI: 0.229 C Min Bog Width Req= - Load Durelion:1.25 BCDL 3.0 psi TPI Std 2007 Mex BC CSI: 0.132 B Min Erg Width Req= Spacing:24.0MFRS Parallel Dist:0 to W Rap Facom Used Yes Max Web CSI:0.000 Burning A Fcpery=W5psf. CBC Dist a:3.008 FTIRT:3010y10(0) Mfg Specified Camber: Maximum Top Chem Forces Per Pl Obs) GCo 0.18 Puts Type(s): Cbods Tens.Comp. y Wind Duration:1.W WAVE VIEW Vec 15.01.010.0811.00 Lumbar A-B fl -75 Value Set 13B(ERecBva 6112013) Top clo t!2x4 SP 43 Maxlmum Bol Chem Forces Per Ply gbs) Bot derd 2x4 SP B3 Counts Tens.Comp. Lumbervaluesel-1311-uanidesighv lues A-C 0 0 approved 11302013 by Al-SC Plating Noted, Planes sized for a minimum of 4.00 sq.in/piece. Purlins In lieu of simduml Panels or dgM ceiling use purlins to Mterally brace Mohs as 101cssa. Chord Spacing(in oc) South) EndiB) TC 24 0.00 3.00 BC 35 004 300 Apply purlins to any Mods above or below fillers at 24-OC unless smwn oMeowiss above. Wind Wind leader based on MFRS with additional C&C member design. Atldltlonal Noes The ovarell height of this truss excluding ovetM1eng is 2-0-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this tons training,include BCS1143, should be used in conjunction wiu Ne architectural plans during insulation. 2.Apex Technology is a fictitious name ownetl by Jax Apex Technology Inc.,Floods Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Michael G Kozlowski JMrey P Ameson Derek B Murry PE No.80839 PE No.58544 PE Na.71457 u0cualgn envelope ru:advr=pmr-aa�i-aoae-aaiw000eowalrea MOM PIp:1 SEON:1]190/T53/EJAC CUSTOM Oy:B FROM: ORW: J04 W9C 22.41bs I ... 092&15 B 28'T10 12 8 � r 1U B2) 1 A 233' C T Loadlog Crgaps gal WlndC ft Snow CrRara(Po.mIn PSF) OeflIC51 CdMNa •MsTimum ReamorM(MI TCLL 20.00 Wind SM: ASCE]-10 Pg:NA CI:NA CAT: PPOellettion in beUdsQ on IJd IR IU /Rw /Rh IRL IW TCDL Tg0 Speed: 130 mph K.Nut C.NA VERT(LL):NA A 235 /33 /1221- /233 /5.5 BCLL; 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 102 /2 /45 1- /- /1.5 SCDL: 5.00 Risk Category:11 Super Duration:NA HORZ(LL[41.025 B - - B 183 /201 1128 /- /- /1.5 Des Ld: 32.00 E%P:C HORZ(RI:0.032C - - Wind reactions brsatl on MWFRS NCBCLL:10.00 Mean Height 28.18 fl Cade I Misc Cdtara Creep Factor.1.5 A Min BM Width Req= 1.5 e-,pRD; 2.0D TCDL:4.2 pat Bldg Code: FBC 2014 RES Max TG CSI: O.M C Min BM W iE1M1 Req• - B Min Bm Width e - Load Duration:1.25 BDDL:3.0 paTPI Std2007 Max BC C51: O1429 Beading A Fcpem=565,0. Spans,24.0MFRS Pare11N Dist 0 to h2 Rap Factors Used:Yes Max Web CSI:O.ODO CSC Dist a:3.00 0 FTRiT:30(01 Mfg Spe r ed Camber: Maximum Top Chord Forces Per Ply(lbs) GCpl:0.18 PlateTyChords Tens.Comp. Wind Duration:1.60 WAVE VIEW Vx.15.01.O1C.0811.00 A-B 101 -158 Lumber Value Set 139(EifeGiva 8'12013) Maximum Bull Chord Forces Per Pty Qhs) Tap chard 2.4 SP e2 Chords Tens.Comp. Bot chord 2x4 SP p2 Lumber value set'IM'uses deagn values A-C 0 0 approved 1/302013 by ALSO Pli Nates Plates sized for a minimum of 4.00 sq.inJpiece. Pullne In lieu of structural panels or rigid ceiling use purlire W Iatemlly brace chords as follows: Chord Spoong(in on) Stadi0) End(d) TO 24 0.00 7.00 BC 83 0.04 TOO Apply Dur ins to any chorda above or below fillers at 24'OC unless shown chemise above. Wind Wind loads based on MW FRS with additbral C&C member design. Additional Notes The overall height of this truss excluding overiwng is 53-2. Ni 1.This crewing is not sufficiem alone or installation. Additional instructions acrnmpanying this truss drawing,include SCSI 143, shouN be used in conjunction with the architectural plans during Installation. 2.Apex Technology is a fictitious name owred by Jaw Apex Technology Inc.Florida Corpomibn Florida EngineeAPEX P E X Business No.]54]-4745 Sutton Park Cour,Suite 402,Jacksonmlle.FL 32224-804.821.52110 Michael G Kaalawski Jedrey P Arneson Derek B Murray PE No,64839 PE No.Musts PE No.71457 �xuagn uwelOpe hu:wuco4ol-npe I-roao-oono-ooa�auuy Irma AWC45 py,1 SEON:1]2971T85IJACK CUSTOM Oly.B FROM: ORW: JO6 Wgt 9.8 IM I ... 0925'15 12 5 B 17"1 r• 3X4(B2 TA 10'1"2 C 3' 3' Eberth,Crumbs hall Wind CMeda Snow CMe ,.Pf In PSF) OMIC51CMeda All...Reactiorha(IN) TCLL 20.00 Wind Sm: ASCE]-10 Pg:NA Ct NA CAT:NA PPDeOecionin bclltlefl L/N Loc R IU IRw /Rh IRL IW TCDL 7.00 Speed: 130 mph pF.NA Ce:NA VERT(U-y NA A 101 118 151 1- IQ 13.5 BCLL: 000 Enclosure:Closed Lu:NA Cs:NA VERT(TL7 NA C 43 1- )16 1- 1. 11.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): OOO1 C - - B 76 145 138 1- 1- 11.5 Des Lot 32.00 E%P:C HORZ(TL):O.00S C - - Wind reactions Need on MWFRS NCBCLL:10.00 Mean Heigh:15.00 8 CodeI Mies CMeda Creep Fahr:1.5 A Min Bg Width Req= 1.5 Sorin 200 TCDL:4.2 par Bli Code: FBC 2014 RES Max TCCSh: 0.211 C MinBgWiMg= hRe - BCDL:30 1 TPI Std 2007 Max SC CSI: 0.124 B Min Bg W Rep= Lontl Duration:1.25 BSingingSinging A popery=Nepal. cing: Spe2d.O- MWF RS Ple DistOw N2 Rep Factors Used:Yes Max Web CSI:O.OW C8C Dig a::3 3=00 If Pima T 3O(Typists): O) Mfg Sped6ed Camber: Maximum Top CNOM Farcea Per Pty Oba) Gatto :18 Plate Type(s): Dhows TenaCamp. Wind Wm0an:1O0 WAVE VIEW Ver.15.O1.01C.O611.O0 A-8 29 -A Lumbar Value Set:13O(Effective 6112013) Maximum Bot Chortl Forces Per Ply(IN) Top chord 2x4 SP Chords Tens.Comp. Bol Mom 2.4 SP p A-C 0 0 Lumber guns set'IM'uses deal,values appinni 11302013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.iNpiece. PUMns In lieu of stmclural panels or IgIC ceiling use Purim W laterally brace chums as follows: Clem Spaotg(inm) Slart6) Endm) TC 24 0.00 300 BC 34 0 06 300 Apply pudins to any MONS above or below fillers " at 24"OC unless shown otheiwise above. WSnd W Ind bads Need on MFRS wdh additional C8C emberdesign. Additional Notes The overall height of this truss excluding ovemang is 1-9-7. NOTES: 1.This drawing is not sufficient alone for Installation. Audilonal instructions accompanying this Wss drawing,inctutle SCSI 1-0 . shoum be used In conjunction with the archileGural plana dung installation. 2 Business No..7&IT 04f7ic4t 745ifiSutton Park Cour,Suite 402.Jacksonvville IFL 32224a9O IZ211i52O0FIMtla Engineer APEX Mich"G Kozlowski Je6my P Amason Derek B Murray PE N.,60839 PE No.58544 PE No.71457 MOcualgn envelope lM:eovcomr-nae 1-ron4-oono-olmcown wen ABCC45 PIY1 SE(3N:17300/779/EJAC CUSTOM Oty 9 FROM: ORW: JgS Wg1:12.61be I ... 0&25115 12 B 5 12'0"1 r` (V (V 3X4(62 TA 67 1 1a1 2 c Lo 4' 4' Loading CN Iwo it CMstie Snow Criteria pop.Pfn Par) DNYCSI Criterls •Maxlmum Reactions lobs) TCLL: 20.00 Wind SIO: ASCE 7-10 Pg:NA Cc NA CAT:NA PP Deflection in loc LIdeR Lid Loc R I U /Rw 11th I RL 1W TCDL: 7.00 Spe l: 130 mph Pf:NA Ce:NA VERT(LL):NA A 133 /25 /87 F 1% /5.5 BCLL: 0.00 Epdoaure:Closed Lu:NA Os:NA VERT(TL):NA C 57 /- 122 /- 1- 11.5 BCDL: 5.00 Risk Category:11 Snow Duraoe:NA H0RZ(LL): 0.003 C - - B 101 /80 151 /- 1- 11.5 Des Ld 000 EXP:C HORZ(TL):MIS C - - Wind reactions based on MFRS NCBCLL:10.0 Mean freight:15.00 R Code I Mlac CrRetla Creep Fahr:1.5 A Min Big W itlth Req. IS Soffit. 2.011 TCDL:4.2 load BMg Cotle:FBC 2014 RES Max TC CSI: 0.388 C Min Brg W idth Req= Load Duretbn:1.25 BCDL:3.0 par TPI SM:2007 Max BC CSI: 0.228 B Min Fi W idN Req= - Sparing:24.0' MFRS Parallel Dist 0 to W Rep Factors Used Yes Max Well,CSI:0.000 Bearing A cperp=51 C8C Dista:3.00 R FTRiT:30(pt): ) Mg SpectBM Camber: Maximum Top CM1ON Forces Per Ply(lbs) Galion:1. WAVE pplickeT0(s): CMNa Tens.Comp. Wind Duration:1.60 WAVE VIEW Vec 15.0101C.o811.00 A-B P -8q Lumber Value Set:1W(EMecSve 6112013) Maximum BM Chord Fomes Per Ply(bs) Top ctiortl 2x4 SP e3 Chords TenrComp. Bot chord 2x4 SP R3 Lumbar value sel'130'uses design values A-C 0 0 approved 1/302013 by ALSO Plating Notes Plates sized for a minimum of 4.00 sq.inlpiece. Purina In lieu of structural panels or rigid ceiling use porins W li lemlly brace chonis as follow: CMN Spaong(in act Sturdy) EMIR) TC 24 0.0 4.00 Be 48 0.08 400 Apply purkls to any chortle above or below fillers At 24"OC unless shown olnefwase above. Wind Wind loads based on MFRS with additbrel COC member Eeelgn. Additional Notes The overall height of this truss excluding overhang Is 2-2-7. NOTES: 1.This crewing Is not sufficient alone for Installation. Additional inatmmlons woompanying/his truss dmwiig,inducts BCS/1-03, should be used in mnjum9ion arm the amhitWumi plans during installation. 2.Apex Technology re a fictitious name awned by Jax Apex Technology low..Florida Corporation, Florida Engineer FO APE X Business No.7547-4745 Suean Park Cour,Suite 402,Jacksonville.FL 32224-Stul 1.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 VOLILIIgn Cnvmope V:mute[LFyac VOYL-oaNOVOJcoVOtl IVeb ABCC45ply.t SEON:1)20 31 720/COMN CUSTOM Oy:2 FROM: DRW: T02 Wg1:81.21bs / ... 0925/15 4'6.3 BTB I 12:Y'13 1Z , 499 4'1.5 4Y'5 49'3 D=4Xe z n ° 3%N �A3X1B D�3%3 . 62 11 A 113%4163) 23,3. aMe 6 6 676 BTB ,T3• Loading Crlterl.W Wind Criteria Snow CNleral taus PSF) DMICSICritmk AMazimum Reaollona(]be) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA CL NA CAT:ad PP Diffraction in load Ide6llW Loc R /U /Tv IRh /RL /W TCDL: 7.00 Stand: 130 mph Pf:NA Ce:NA VERT(LL): 0.025 F 999 240 A 576 127 /271 I- 1167 /5.5 BCLL: 0.00 Enclosure;Closed Lu:NA Ca:NA VERT(n): 0.049F 99926 E 576 1287 /211 I- I- l- BCDL 5.00 Risk Category,It Snow Duration:NA H0RZ(LL): 0.013 F - - Wirkreacdanabasedon MWFBS Des W: 32.00 EXP:C HORZ(TL):0.027 F - - A Min Bq Width Req= 1.5 NCBCLL:10.00 Mean Heigh:25.72 it Code I mi.Cmarla Creep Facto[1.5 E Min By Width Req= - Sofft 2.00 TCDL:4.2 psf Bldg Code: FEC 2014 RES Max TC CSI: 0.230 BeadlgAFcperp=565psi. Land Duration:1.25 BCDL 3.0 paf TPI SM: 2007 Max BC C51: 0.627 Spacing:24.0MFRS Parallel Dist O to h2 Rep Factors Used:Yes Mi Web CSI:0.158 Maximum Top Chord Fordas Per Ply(the) CSC Dist a:3.001 Iii W(Oy,0(0) Mfg Speaffiet Camber. Chords TommComp. Chords Tens,Comp. GCO:0.18 Plate Typels): A-B 417 -188 C-D 363 -582 Wind Duration;1.60 WAVE I VIEW Ver.15.01.010.0611.00 B-C 383 -582 D-E 44 488 Lumber Wind Value Set 13B(Effective fi112013) Wind beds based an MWFRS with addi0anal C&C Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP 0 haemberdesign. Chords Team.0dani Chords Tens, Comp. But chord 2x4 SP p2 A-F 595 -287 F-E 595 -?07 Webs 2x4 SP°3 Additional Notes Lumbervalue set•1313"uses desgn values The overall height of fins bass excluding Monte,k m Maximum Web Foes Per Ply Raid) approved 113072013 by ALSC Web. Tens.CompWebs Tens. Comp. Fishing Notes B-F 241 -Z25 F-D 241 -Z25 Plates sized for a minimum 0(4.00 sq.m.lpi.ce. C-F 368 -231 Purnns In lieu ofstmtluml panels or rigid ceiling use purism to unusually brace chords as follows: CMM Speuag(in ac) Slai End(ff) TC 24 0.00 17.25 BC 120 0.04 17.21 Apply purine to any mods above or below fillers at 24'OC unless shown othe..above. Hangers I Ties Recommended hangar connections am based on manufacturer tested caps sties and calculations. Conditions may exist that require differem contractors than indicated Refer 10 manufacturer pudbetisn for additional information. Bean,of location x=17' uses Me fallowing supp0rt conditions Bear,,E (17',227)HTU26 Support Member:(1)2x6 SP SS Dense (2)0.14813'naik into supporting member, (11)0.14811.5"nails into supported member. NOTES: 1.This dewing is not sufficient alone for Installation. Additional instmmions accompanying this buss drawing,irmlude BCSI 1-03, should b r used in conjunction with Inc architectural plans during installation. 2.Aper Technology is a fictitious name awned by Jax Apex Technology Inc.,Florida Corporation Florida Egineer Business No.7547-4745 Samon Park Count,Suite 402,Jacksonville.FL 32224-904.821.5200 APEX Michael G Kozlowski J.*'P AmesM Derek 8 Mundy ®' PE No.60839 PE No.58544 PE No.71457 uocuorgn stnve.pe u.: uurwoV ABCC45 Ply SEDN:17208IMICOMN CUSTOM Oty: 1 FROM: DRW: 201 Wgt 166.61be I ... 03125115 4'5'15 BTB 1Y7 16.14 212 26T 4'5'15 4'15 3TB 4'5.4 44t2 S T D 14X4 12 14X5 8 E4xe7 IN >DEX817s) =90(03)^ 1) 11 11 �2zr y �tj 1 q 413 a2ll4 4" 15 =� Stt• = Y 3'14 49.8 IIA4 St•12 4W3 BT8 1278 ITT B 17012 2154 262 Loading Crosse W Wind Criteria Snow Cdteda(Pg,W M PSF) Deftl CMarla ♦Msxlmum ReaWa.(last TCLL 20.00 W IndSM: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Defection in loo Ude, LLY Lac R 1U /Rw I Rh I RL /W TCDL: TAW Speed 130 mph Pt NA Ce:NA VERT(LL): 0.164 K 999 315 A 12671682 1- 1- I- /5.5 BCLL: 0.00 Enthuse.:Closed Lu:NA Ca:NA VERT(R): 0.321 K 981 315 G 187511067 /- 1- /- /5.5 BCDL: 5.W Risk Category:II Snow Duration:NA HORZ(U):0.058 C - - Wind reactions based on MFRS Des Ld 32.W EXP:C HORZ(TL):OA14 C - - A Min B9 Width Rep= 1.5 NCBCLL 10.0 Mean Height:25.72 f Code I Mish,CHMda Creep Factor.1.5 G Min Bry Width Rep= 22 Send 2 W TCDL:4.2 psf BMg Cade: FBC 2014 RES Max TC CSI: 0.967 Bearings A B G FcMM=555ML Lead Duration:1.25 BCDL:3.0 pat TPI Sid:2007 Max BC CSI: 0.9130 Spacing:24.0• MFRS Parallel 01st:O te M2 Rep Factors Used Yes Max Web CSI:0.619 Maximum Top CM1ON Fomes Per Py jibs) C&C Diet a:3.83 0 FTIRl:30(0110(0) Mfg Specified Camber. Chords TencrCanp. Chorda Tens. Carp. GCpi:0.18 Plate Type(.): A-B IDA-IBM D-E 1622 -2929 Wind Duration:1.W WAVE I VIEW Vur.I&O1.01C.0611.00 IS-C 960-1756 E-F 1878 -3318 Lumber Pudids C-D 981-1739 F-G 1614 -ADI Value Set:13B(EBeaive 811)2013) In lieu of sWciural Parels or rigid ceiling use paries Maximum Bot Chord Fomes Per Py ghat Top short 2x4 SP 92 to basically brace cM1ords as follows: Chards Tens.Comp. Chords Tena. Camp. But chord 2x6 SP 92 Chad Spacingbr oc) Should) End(f) Web.2x4 SP M3 TC 24 0.0 26.58 A-M 14412 -819 J-I 3313 -1860 Lumbervaluewd-13B'usesdea Tues pl 82 0.15 26294 M-L 1494 -821 I-H 2314 -1339 ign ve Appy OC unless shown Msabovaabebwfilles approved 1I30201]by ALSC at 24'OC unless.M1own otherwise above. L-K 2902-1838 H-G 2338 -1313 N-J 334]-183D Bracing AddlUonal Nates (a)Continuous lateral restraint"r aly spaced se The overall height of this Wes excluding overneW is Maximum Web Fomes Per Ply(IN) member 6-4.2. Webs Tens.Comp. Webs Tana.Camp. Special Loads M-B 96 -B6 K-E 337 -541 -(Lumber Dur.Fac.1251 Plate Duffac=125) B-L 51 -112 E-I 61 -138 TC.From 57 pYat O.W to 57 past 8.62 C-L 3829 -856 I-F 1270 -660 TC-From 57 pit at d82 to 57 pit at 12.25 L-D 1161 -X84 H-F 191 0 TC-From 57 pit at 12.25 to 57 pit at 17.31 D-K M -161 TC-From 28 pit st 17.31 to 28 pit e1 21.58 TC-From 57 pit at 21.58to 57 pit a1 28.58 BC-From 10 pith 0,00 to 10 pitM 17.31 BC-From Spit at 1731 to Spit a1 21.57 B(>From 10 pith 21.57 to 10 pit as 2658 TC- 131 Ib Cone.Lead at 1923,20-52 TP 242 to Cons.Lontl at 21.57 BC- fiat Ib Conc.Load at 17.31 BC- 731b Cmxc.Laad at 19.23,20.52 BC- 173 lb Cava.Lead at 2157 Plating Nola Plates sized for a minimum of 4.00 sc Andpiece. Wind Wind loads and reactions based an MWFRS. NOTES: 1.This drawing is rat suPdem alone norinataAation, Additional ineVutlions accanpanying this three drawing,include BCSI 143, should be used in anlunetion with the achileduml plana during Installation, 2_Busireec Technology is a x745 Sutton Pak Coons hanner urt.Suite Jux 02,IJeJsoml e In, Floods Corporation. Florida Engineer APEX ff Michael G Kozlowski Jeey P Arneson Derek B Murtay G®" PE No.W839 PE No,58544 PE No.71457 u0cuagn envelope v:eduenm]-nae I-von�aaho-ono�owa Irma ABCfA5 PIK1 SEON:17212/T29/COMN CUSTOM I FROM: pRW: TOB Wg1141.O his / _. 00125/15 5'B•] 9 13'30 17 2VYp N5'8'] 3'z•8 4'3Y 4'3'8 TJ•9 5'Y] -4X5 /4X5 TI D E 12 `3X08 Fi2%d B � =4x4(82) 114M(82) Yx t H 811921'192 4'1.12 BYty 51'12 13781TSY 28 5' A Loading CMeda Prob Wind Criteria Snow CrBeda(pePiln PSFI Dei Criteria •Maximum Reac0ona(lbs) TCLL: 20.00 Wind Sb: ASCE 7-10 Pg:NA Cl:NA CAT:NA PP Deffactbo In be IM lM Loc R /U /R. /Rh I RL JW TCDL: 7.00 Speed 130 mph Pf:NA Ce:NA VERT(LL): 0.072 D 993 318 A 947 /2M /422 /- 1174 /5.5 BCU-: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.137 D 999 318 G 907 12W /422 /- /- 5.5 BOOL: 5.00 Risk Cate0wy:11 Snow Dure0on:NA HORZILL): 0.011 H - - A M in Bit, Width R on MFRS Des Ld: 3200 EXP:C HORZF Factor 0.0".5 H - - A Min Bry Width Req= 1.5 Soffit :1000 Mean Height.2pf .84 fl Cuda I de: Christie1 Creep Factor 10. G Min Bq Width Req= 1.5 SS Load2. : TCDL:4.2 par BMg CM2: FBC 2014 RES Mex TC CSI: 0.470 BeaAgs A 8 G popery=585psi. lmtl Dure4an:125 MF 3.0 psi TPI Std: 2007 Max BC CSI: 0.853 Spring:240' MFRS Parallel Diet M12 to Rep Factors Used Yes Max Web CSI: 0mb Maximum Topomp. Fortes Per Ply Tens. ) CSC Dist a:3.00 fl FTRET:30(Oy10(0) Mfg Speclrred Camber. CM1ONs Tena.Comp. Chords Tens. Comp. GCPi:0.18 Plate Type(s): A-B &15-1393 D-E 521 -953 Wind Duration:1.60 WAVE,HIS I VIEW Ver.15.01.e1C.0811.00 B-C 590-1191 E-F 590 -1192 m Luber C-D 524 -953 F-G 595 -1333 Value Set:138(Effective W12013) Top shoal 2x4 SP g2 Maximum Bot Chord Fomes Per Pty(Iles) Bot chord 2x4 SP p2 CM1wtls Tens.Gwnp. Chance Tena. Comp. Webs 2x4 SP iia A-J 1M -395 I-H 1037 -321 Lumber value set'13B'uses design values J-1 103] -321 H-G 1W3 -397 apprevad 1/302013 by ALSC Plating Notes Maximum Web Forces Per PM jibs) Webs Tens.Comp. Webs Tens. Comp. Plates sized!for a minimum of 4.00 sq.in.lpiece. B-J 215 -211 D-H 118 -212 Purilre,In leu C-J 432 -1% H-E 432 -199 W laduoisbracecordsla foligitl calling use putllw J-D 110 -212 H-F 215 -211 W lakrolly brace tlg(in oras foltows: Chartl Specing(in w) Stealth) 26,58 TC 24 000 26.58 By 120 0.04 2fi.55 Apply OC un to any oars of above wsimai ilea at 2d'OC unless shown omervnse above. Loading Truss passed check for 20 psf addi0onal bottom chore live load in areas with 42•-high x 24•-wide clearance. Wind Wind loads based on MW FRS vdm additional CSC emoeMesign. Motional Notes The overall height of this truss excluding ovemang is fi-0-2. NOTES: 1.This drawing is rot sufficient atone for installation. Motional instructions accompanying this truss tlrawing,induds SCSI 1-03, should be used in conjunction with the architectural plans during installmion. 2 Business No 754]-4]45 Sutton Park Cis a fictitious name oat,9ue�,Jmysonvi9e Inc., FL 322Ma�Corporation.1 MFbMa Engineer APEX PNoMichael G Kozloeskl PEFelfreyNo P Amason Derek. 1Murray 457 PE No.60839 PE No.58544 PE No.]145] U .b"n anon.Paw:LJucoLar-tlaL I-vatlL-aaNa-ae lCauvY VCtl ABCC45 Py1 SEON:1n16 T15/COMN CUSTOM rny: t FROM: ORW: TOS WgC 128.8 Ibe / ... 0912&15 • st5 u'Ya hill eTs sag sa'! aT" c .SXS a pz gybe o�su P ..xaml .enter, SII' a F aC10 San an's BYp10 �R9 �• r k} Loading 20.00 1prO Wedge: ii Snow Ct: IA CS P9F) PIP Detection Crile da •Maximum Reactbna(lits) TCLL: 20.00 Wedge: ASCE]-10 Pg:NA Ci:NA CAT: PP Defledicn in bbl/,ed UM Los R I U /Rw /RN I RL I. TCDL: ].00 Speed:130 mph W.NA Ce:NA VERTILL): 0.074 F 999 318 A 967 /233 /4131- 1254 15.5 SCLL: 0.00 Enclosure:Closed Lu:NA CS:NA VERT(TL): 0.13] F W 318 E 888 1233 1413 /- /- /5.5 BCDL 5.00 Risk Category II Snow Duration:NA HORZ(LL): 0.036 F - - Wind rea dor s Eased on MFRS Des W: 32.40 gKp:C HORZ(1L):0.068 F - - A Min Bm W idth Req= 1.5 Mean He M:2].10 fl Coda 1 Miami ClRede Creep Factor.1.5 E Min Big Width Req= 1.5 NCBCLL:10.00 5 Bearil B E Fcpary%565pSi. Song: p 00 TOOL 4.2 pill Bldg Code: FBC 2014 RES Max TC CSI: 0.51d Load Duration:1.25 BODL 3.0 mf TPI SM:2007 Max BCCSI: 0.435 Maximum Tap Chord Forces Per Pty(Its) Spacing:24.0' MNJFRS Parallel Dist:M2 to h Rep Factors Used:Yes Max Web CSI:0.469 Childs Tem.COmp. Chords Tens. Comp. C&C Did e:3.00 8 FT/RT:30I0N10101 Mfg Specified Carol GCn:0.18 Plus,Typels): A-S 545-148] C-D 600 -1301 Wind Mind.:1.60 WAVE,HIS VIEW V.15.01.01C.0611.00 B-C 6:0-1300 D-E 525 -1460 Lumber Maximum Bot Chottl Forces Per Pty(Its) Value But:13B(Ened"6112013) Chole Tens Comp. Chmtls Tare. Comb Top chod 2x4 SP M2 A-H 1131 -D25 G-F 770 -91 But chord!2,4 SP M30 Webs 2x4 SP#3 H-G ]!0 -91 F-E 1131 -345 Lumber She Set'13B'uses design values Maximum Web Fortes Par Ply(Iba) appmvatl 1=013 by ALSO Webs Tena.Com0. WeES Tens Comb. Plating Notes B-H 299 -325 C-F 545 -235 Plates sited bra minimum of LOO sq.in.lpiece. H-C 544 -235 F-D 289 -324 Purlins In lieu W sVuduml panels w rigid calling use porins to laterally brew chords esfolkma: Chord! Spaang(inod Sholfl) End(fl) TC 24 ON 26.58 BC 120 ON 26.55 Apply purins to any curds above or below fillers at 24'OC unless shown otherness,above. been g Truss passed check br 20 psf Social Sodom chord live load in areas with 42'-high x 2Y-wide clearance. Wind Wind Ioade Eased on MFRS with Sundial C8C member design. Additional Notes The Overall heght of this truss¢.doling overhang is 932. NOTES: 1.This drawing is notsuBidenl alonefor instalMlion. AdditlonalinsWdionsaccompanyingthis Wesdrawi .include BBSI1413. should he used In conlundion with Me archuedwal plans during inex osgtyallmion. 2 BusnessNo.7X54]IS a4]CSSullanParitioue name kCon.Suite4Jex 02,Jacesonwlle!FL322204-904�.821,52UOFlorida Enginex APEX Michael G Kozlowski Janney P Arneson Derek 8 Murray PE No.60M PE No.50544 PE No.71457 ...bign mchempe w:mu.nml-tlac -4a9copNo-oosLaw914a ABCC45 Py1SE13N:1]220/T1]/COMN CUSTOM Oty. 1 FROM: DRW: T10 Wgt151.21re I ... 0925115 rrs Isere au4 Tr 3sa I crs i was I er 3 1 i Ir TIIIII cases � a� esesa peas C .sE Isxs)F- exe palzu T . I CT •"_ esvo a r,5�u Lae n4 harm I]]2 ITY! N'1'13 3a'P Loading Critetls Nag !p Wintl Crearla Snow Meats)Pal iiF FSF) DelUCSl Chill ♦Meximem Reactun(ball TCLL 20.00 Wind Std ASCE]-10 Pg:NA CL NA CAT:NA PPDefledion in ocUde8 L/# Loc R /U /Rw /Rh /RL IW TCDL: 7.00 Speed 130 mph Ph NA C.NA VERT(LL)t 0.072L BBB 318 A 9419 /237 /419 /- 1M 155 BCLL: 0.00 Enclosure:Closetl U:NA Cs:NA VERTQL)t 0.133 L 999 318 H 9416 /239 1392 /. I- /- SCDL: 5.00 Rusk Category:II Snow Donation:NA HORZ(LL): 0.032 H - - Wind reactions based on MFRS Des Ld: 32.00 EXP:C HORZ(TL):0.058 H - - A Min By Width Req= 1.5 NCBCLL 10.00 Mean Heigh;27.27 8 Cotler I Mlsc Crberta Creep Facto:1.5 H Min By WM01 Req= - Soft 2.00 TCDL:4.2 psf BNB Code: FBC 2014 RES Max TC C51: 0.523 Ses sing A Fcpery=565p. Well Duration:1.25 BCDL:3.0 pf TPI SM:2007 Mex BC CSI: 0.775 Spacing:24.0- MWFRS Ruralist Dist;h2 to h Rep Factors Used Yes Max Web CSI:0.472 Maximum Top Chord Fordo Par Py(re) C&C Dist a:3.00b FTIRT:30(Oy10(0) Mfg Spooled Camber. Chords Tens.Comp. Chords Tens. Camp. GCa:0.18 Plate Tyyela6 A-B 531-148] D-E 613 -1382 Wind Duration:1.80 I WAVE,HIS I VIEW Ver 15.01.01C.0811.00 B-C 611 -13(I1 E-F 441 -1050 Lumber Ldtling C-D 616-1312 F-G W -23 Value Set 138(Effective 811n013) Truss passed chalk for 20 If additional bo8am Top Mord 2x4 SP#2 chord live load in mass with 42--high x 2Wwide Maximum Bot Chiral Foress Per Py gbs) Ba chord 2.4 SP#2 Cieamnd. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Wind A-L 1131 -374 J-1 1139 -381 Lumber value ad-1313-uses design values Wind loads basetl on MW FRS with atltlitional CdC L-K 773 -145 I-H 421 -1M PProve,10112013by ALSC Windmarrito design. K-J 7/J -145 Plating Nates Additional Notes Maximum Web Forces Per Py(lbs) Plates good for a minimum of 4.00 sq.in)piece. The overall height of this lass excluding ovemang Is Were Tens Comp. Webs Tens. Comp. pestling 9S7' B-L 285 -328 E-I 450 -859 In lieu of structural panels or rapid ceiling use pudins L-C 510 -231 I-F 1063 -419 Io lateraly brace chords as follows: C-J 550 -Z17 F-H q02 -1006 Chad Spcilg(in.) Statl(b) Ead(b) J-D M -311 G-H 24 -31 TC 24 0.00 26.58 0-1 106 -99 BC 120 0.04 2658 Apply purlins to any chords above or below there at 24'OC unless shown otherwise shove. Hangers I Ties RecommerMed hanger connections are based on manufacturer testetl capaci ip and Calculations. Conditions may exist that r quire different connections than indicated.Rater b manufacturer publication for addhianal information. Bearing at location x=26'4- uses the following support cons idons; Bearing H (26'4-,22'3-)HTU26 Supporting Member:(2)2x8 SP SS Dance (20)0.148txrnails into supporting member, (11)0.14811.5 nails Intosupponed member NOTES: 1.This drawing is not suFdent alone for installation. Additional InsWctions accompanying this truss drawing,include SCSI 1.03. should be used giinn conlunction with the a¢hdedurel plans during installation. 2 Bus'mess Nol754]a4]455uHon Park Cofholocos name urt 6uiteJaJax Apes k sonlwonlle Inc, FL32Florida 9�0 'SFblitle Engineer APEX Michael G Kozlowski Jeffrey P Amason Derek Murray PE No.60839 PE No.58544 PE No..7145]1457 rroaalgn envelope r V:mucbmr-noel-voro<-aorwowcown wa ABCC45 PIy.1 SEOM 1]22]I Tt I COMN CUSTOM Oty 1 FROM: DRW: T12 Wgt 155.4 Ms / ... 091 • sn +m azr v+M err e-r-5 6C3 e11R 18 4'1P TIIII �ex3 e41E j ,F%M II l�� is a eclm erM 4v+4 zu•Is n47+ T ermlm +a're +ram arae xr P Loading Cybele(os0Wlnd Crbela Smow CMerlit"PIHPss) 10111"Cybeda •Maxi mum Reacdons gbe) TCU. 20.00 Wind SM: ASCE 7-10 Pg:NA CI:NA CAi PP Dru ec0on In be t/de0 _dI Lac R IU /Re, I Rh I RL IW TCDL: 7.00 Speed: 130 mph W:NA Ce:NA VERT(LL): 0.071 K 999 318 A 989 l237 11211- /258 15.5 BCLL 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(Ttp 0.132K 999 318 G 986 1239 13% /- /- I- BCDL 5.00 Risk Catmory:II Some Duration:NA HORZ(i 0.02] B - - Wind medbne tometl on MFRS Des 1 32.00 EXP C HORZ(Rk 0.050 B - - A Min Bg Width Rep= 1.5 NCBCLL 10.00 Mean Heigh:2].2]ft Cde l Moe Cl na Creep Factor:l.5 G Min Bog Width Past Soft 200 TCDL 4.2 pN Bog Code: FSC M14 RES Mex TC C51: 0.607 Basing A FcMM=565psi. lod Duration:1.25 BCDL:3.0 no TPI Std:2(10] Max BC CSI: O.B2g Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0' MFRS Parallel Dist:h12 to h Rep Ferias Used:Yes Malt Web CSI: 0.490 CMods Tens.Comp. Chords Tens. Comp. CBC Dist a:3.00 ft FT1RT'.30(01 Mg SpeGBed Cambs: GCpi:0.18 Plans Type(s): A-S S1]-1466 D-E 525 -1054 Wind Duration:1.60 WAVE HS I VIEW Van.15.01.01C.0011.00 S-C W-1298 E-F 499 -126 Lumber Loading C-D M-1335 Value Set 138(Effective 6I1I2013) Truss passed check for 20 pill additional bottom Maximum Bot Chord Fomes Par Ply(Ibs) T could 2x4 SP 82 chord live bond in same aft 42"-high x 24'-witle Chords Tens.Com . Chords Tens. Camp. But And 2x4 SP p2 deaance. P WAa2x45PnA-K 1129 -3M I-H 11233 m lumbvalum set'13B'uses design values WindK-J TIB -151 H-G 28 -17 approved 1/30Y2013 by ALSO Wind loads based on MW FRS with additional CBC J-1 M .151 membermagn. Plating Notes Additional Notes Maximum Web Fomes Per Pty fibs) Plates shed for a minimum of 4.00 an,in.lpiece. The overall height of this Wes excluding overhang is Webs Tens.COmp Webs Tens. Comp. Potline 9-ST. B-K 292 -325 D-H 06 -715 In lieu of structural panels or rigid ceiling use pudine K-C 534 -ZR H-E 484 -186 to laleoally brace chords as lollmvs: C-1 53I -246 H-F 936 -324 CMN SpacingOnoc) Stai End(b) 1-D 296 -Zit F-G 419 -g51 TC 24 000 26.58 Be 120 0.04 26.58 Apply pudins tb aory A.M.above or below fillers at 24"OC unless Acrom omerwise above. Hangers;1 nos Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist Mal repUlre d iR¢Rnt connections than manicured.Refer to manufacturer publication Mr additional information. Bearing at location x=284' uses Me following suppodconditions'. Seeing G (264',22'3')HTU26 Suppoding Member(2)2x8 SP SS Dense (20)0.148'0'nails into supporting member, (11)0.148x1.5'nails into suppdd member. NOTES: 1.This Eawiry is not sumdent alone for installation. Additional instruC4mns acsompanrying this truss coming,include SCSI 1413. Amid be used in conjunction with the architectural plans during innossgtallati on. 2.Business No.No.ogyW 84fictitious name]45 SUMa Park Coo q Jax 02,,Tercksonlviila,IFL 321lumile Cor8ration.0Florida Engineer APEX Michael G Kommailii Jeffrey P Amason Derek B Murray ®" PE No.M039 PE No,58544 PE No.71457 uocuagn rnyelppe rho:<-weo<enaan-mm�oonoouocouua wc7 AWC45 Ply..1 SEGNc 172MIT251COMN CUSTOM QiI FROM: Di T14 Wgl:1722 line I ... OB2Y15 1 11i tm 1BS to 222- 2aT 6]5 9e3 2114 49 k's' °a4xa •s OetIDrB)a 12 a a e5xee %F�it �I lar xyaxt r BC10 fI'tl 4'4 1'P4t 41V P tYl2 114M12 1iT Z6T Loeding Cri erla IpM Wind Criteria Snow CrlLLrla(P9,d In PSF) D =V CMM. AMA mum RNCBOna(Ills) TCLL 20.00 Wind SM: ASCE7-10 Pg:NA CI:NA CAT:NA PP Deflec5on in lobi Lig Loc R IU /Rw ]Rh 1RL IW TCDL 7.00 Speed 130 mph PF.NA Ce:NA VERT(LL): 0.06] D 999 318 A 975 /237 /425 I- /258 /5.5 BCLL: 0.00 Enclosure:Closed Let NA Cs:NA VERT(TL): 0.125 D 999 318 H 967 /239 /4M I- /- /- BCDL: 5.00 Risk Category.11 Snow Dure0on:NA 1.10 ): 0.029 H - - Wind reactieos leased an MW FRS Des Ld: 32.00 EXP:C HORZITL):0.055 H - - A Min Big Width Req= 1.5 Ni 10.00 Mean Height:2127 8 Code/Mlae CriNela Creep Fecbc 1.5 H Min Brg Width Req= - SoifiL 2.00 TCDL:4.2 per BMg Code: FBC 2014 RES Max TC CSI: 0.487 Busing A Fcparp=%5psi. LOW Chamber:1.25 BCDL 3.0 per TPI Sid: 2007 Mae SC CSI: o.fi63 Maximum Top CMM ForearmsPer Ply gba) Swing:24.0 M MS Parallel Dist:M la h Rep Fectom Used Yes Mex Wab CSI:0.812 Chords Tims.Comp. Chords Tens. Comp. CSC Diel in 3.00 fl FT/RT:30(0)10(0) Mfg Swifed Cemex GCpi:0.18 Plate Typels): A-B 564-1435 D-E 495 -910 Wind Duration:1 So I WAVE I VIEW Ven.15.01.01CA611.00 B-C 842-190 E-F 519 -1091 Lumber Loading C-D 639-111] F-G 90 -92 Value Set:13B(Effemve 6112013) Truss passed check for 20 psf additional bottom Maximum Bot Chord Farces Per Ply(Ii Top chord 2x4 SP#2 Mrord live load in areas with 42•-high x24•- Aa Chwtls TensComp. Chords Tens. Camp. Bot chord 2x4 SP a2 clearance. Webe 1,4 SP AS Wind A-L 1106 -390 J-1 818 -221 Lumber value fail•13B-uses design values Wind baits based on MWFRS with additional CBC L-K 757 -151 1-H approved 1Y 013 by ALSO member design. K-J TS] -154 Plating Notes Additional Notes Maximum Web Forces Per Ply(les) Plates sized for minimum of 4.00 sgla,lpiece. The overall height of this Wss excluding overhang is Webs TensComp. Webs Tens, Comp, Purlins 9-W B-L 365 -328 E-1 235 -61 In lieu of sWcuenl panels or hi willrg use pudins L-C 49] -244 I-F 151 -96 to loosely Dente chords as scows: C-J 582 -302 F-H 450 -1154 Clwyd Spa m,inoc) Starllfl) End(h1 D-J 353 -RV G-H 109 -121 TO 24 000 26.58 J-E 352 -98 BC 120 0.04 2658 Apply Wilos to arty ci above or below bilkrs at 24"OC Unless shown otherwise above. Hargan I Ties Recommended hanger connections are based on manufacturer tested reporter and eoula5ons. Conditions may exist that require different connections than irMicaled.Refer to manufacturer publication for Ad anal information. Bearing allocation x=26'4• usesthefollowirg support cone ices: Bearing H (264•,227)HTU26 Supporting Member:(2)2x8 SP#2 (20)(1.148N21-di inW sswi ing andrelessi (11)0.148'x15•nails into supported member. NOTES: 1.ThisdrawingisnMsuWmeMalonebrinstallation. Additionalinstmdionsa=mp Ming Thistrussdrawing,,wude BCSI"3, should be used in con,undenon with the architectural plans during installation. 2.Apex Technology547-4745 usnameow Count by Jae nines:Technologylnc..Fb24-C4.UI.5n Florida Engineer Business No.]54]-4]45 Suffon Park Coud,Swte 402,JacksMnlle,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.80839 PE No.58544 PE No.71457 WcuJlgn cmoss elu wueomr-YaCl-4otlL-E JMO-GwCOUV'J IVctl ABCC45 Py1 SEDN:172391]301 COMN CUSTOM Oy: iFROM: DRW: T16 Wgc 148.810.5 srt4 tome %ars zar tt14 ma sm+a ear +] e p �axe° Daxxa C UI lel E x>Ka _ _ �I J I N G BT15 BT10 9 ]'ea sV[ C1.1r 1]]A 118Y4 36T Loading Cdteda dom Wind Criteria Srlmy Crlter4 rye,%In PSF) DegIC31 CrMda ♦Maximum Reactionsgm) TCLL 20.00 Wira Sa: ASCE7-10 Pg:NA G:NA CAT W PP Defection in be Udee _i, Loc R IU IRw 1Rh /RL IW TCDL: TAO Spent 130 mph W.NA Cc NA VERT(LL): 0.049 J 889318 A 889 1237 1423 /- /2]315.5 BCU-: 000 EnrJoaum:Closed Lu:NA Cc NA VERT(TL): 0.090 J 999 318 F 887 1230 /400 I- /- /- BCDL: 5.0 Risk Category:11 S.Dumfon:NA HORZ(LL): 0022F - - Wind reasBone based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.045 F - - A Min Bry W Nth Req= 1.5 NCBCLL 1000 Mean Height 27.52 fl Cede I W.Cdleda Creep Fedor:1.5 F Min Brg Width Req= - Soffll: 2.00 TCDL 4.2 pat Bldg Castle:FK 2014 RES Max TC CSI: 0.514 Bearing A Fcpery=565psi. Load Duretioo:1.25 BCDL 3.0 pef TPI Std 2007 Max BC CSI: 0.525 Maximum Top Chord Forces Per Py(lbs) Spacing:24,0 MWFRS Parallel Dist:h2 to h Rep Factors Used:Yes Mex Web LSI:O.d30 CBC Distc 3.008 FTBT:W(OUtO(0) Mfg SpedFled Camber. Chords Tene.Comp. Glaris Tena. Camp. GCA:0.18 Plate Type(s): A-B SIB-1288 C-D 4R -883 Wind Duration:1.60 WAVE VIEW Ver:15.01.0160611.00 B-C 4M -883 D-E 4S2 -1056 Lumber Hangars I Ties Value Set:136(Effective 61112013) Recommended hanger connections am baud on Maximum Bot Chord Forces Par Py(Ibs) Top chord 2x4 SP s2 manufacturer tested wpac0ies and extent ors. Chords TereComp. Chows Tens. Camp. Bot chord Ox45P 42 Conditions may exist that Weirs,different A-J 904 -388 H-G 834 -303 Webs 2x4 SP k3 commeons than indicated Refer to manufacturer J-1 903 -388 G-F 18 -15 towbar value sel'13B'uustlesgn values Wblicationforede ionalinformetion. LH 933 -358 approvedlueset136y usesALSC Beadtg al location x=284' uusthefolloning supponwnd0lons: 284',22'3')WU28 Maximum Web Forces Per Pygal) Bracing Bearing F ( Supporting Member(2)2x8SP d2 Webs Tens.Comp. Webs Tena. Comp. mete Continuous laral restraint equaly spaced on (20)0.1413'x3 .it. into suppoNng 614 J-B 0 D-G 118 -141 mbar. mamber, (11)0.14841.5'nails into supportedB-H 3]2 -436 G-E 836 -298 Plating Notes member. C-H an -242 E-F 367 -887 Paas sued for a minimum Of4.00 aq.mJxece. H-D 224 -235 Purlins In lieu of shuctural Panels or tgid wiling use pudins to Intensity brace chords as follows: Chord Spacing(in od) SlaQh) End(ff) TC 24 000 26.58 BC 120 0.04 28.58 Appy pudins a any chords above or hNOw filers at 24'OC unless siwwn otnetwise above. Wind Wind loads based on MFRS with additional CSC membmdesign. Additional Notes The overall height of this truss excluding overhang is 411-7. NOTES: 1.This Erawin9 is not sufficient alone for installation. McObnal instructions aanmpanying this Voss drawing,include BCS11-03, should be used in conjunction with the arohiteaaml piens summit installation. 2.Apex Techoology'a a fictitious name owned by Jax Apex Technology Inc.Florida Corpomtim Funds Engineer Business No.]SCT-4745 Suffoo Park Count,Suite 402,Jacksoni FL 32224-904.821.5200 A P E X Michael G Kozlowski Jeffrey P Ameson Derek B Murray ®" PE No.60839 PE No.58544 PE No.71457 u Sfign rmelolre IM:ewcoeex-apc'- .hsl-b.M .CJetyaud lae6 ABCC 5 Mr..1 SEGN:17245 USI SPEC CUSTOM W.. 1 FROM: DRW: T18 I Wgt:145.6 lbs 1 I ... 0 U15 S 45 e8•rs 14V 1P 12 x6r S 1T 4T1z s]'1z sza r4Y aux4 F\4%8 pyyp r 2 0/sM'aan$ T ep 1111 I nx4R21 4x4taz) zar 474 0'11.4 Ai. 54' T78 4V'4 DT0 4V 1W'0 20'r Loading Criteria(Pan Wlnd CHmtla Srww Cried.(pi PSM DeNC51 Ctlmrla ♦Maximum Reattlom(lbs) TCLL 20.00 Wind SM: ASCE]-10 Pg:NA CL NA CAT: PP Deffeclion in k b Udg t/N Loc R 1U I Rw 11th I RL IW TCD1- 700 Speed:130 mph PL NA Ce:NA VERT(I-Q: 0069C 999 318 A 943 1236 14091- /245 15.5 BCLL 0.00 Enckauer Cloeatl Lu:NA Cs:NA VERTQL): 0.173 C 999 318 G 917 12M 1413 /- /- /- BCDL &00 Risk Ctd"a ..11 S.Dundon:NA HORZ(LL): 0.034 B - - Wind ha clams based on MFRS Des Ld: 32.00 FE(P:C HORZ(FL):0.087 B - - A Min Bq Width Req= 1.5 NCBCLL:10.00 Mean Wight:28.02 R Coda I Misc Criteria Creep Factor l.5 G Min SM Width Req= SOMI 2.00 TCDL.4.2 psf Brig Coda: FBC 2014 RES Max TCCSI: 0.594 Bearing A Feuer,=565psi. Load Duration: BCDL:3.0 pal TPI SM: 2007 Max BC CSI: 0.688 Maximum Top Chord Fomes Per Ply gbs) Spacing:24.0' MFRS Parallel Disc hl2 to h Rep Factors Used:Yes Max Web M.0.554 Chorda Ters.Come. Chorda Tens. Camp. C&C Dist a:3.008 FTIRT:W(0y10(0) Mfg Spetiflatl Camber' GCpr 0.18 Plate Typs(s): A-B 592-1433 D-E 519 -988 Wind Duration :ISoWAVE VIEW Ver.15.01.01CA811.00 S-C 614-1538 E-F 531 -993 C-D 98 INIK F-G M -1303 Lumber Wed., Value But 138(Effacliva 611=13) Truss passed check for 20 pat atltltlbnal bottom Maximum Bot Chord Forces Per Ply JIM) Tap chord 2x4 SP%2 Short Infix�nce Said in areas with,4T-high x 24'-witle Chords Tefis.Comp. Cbads Tens. Comp. BW chord 2x4 SP 82 Webs 2x4 SP 83 Wind A-K 1114 -441 1-H 988 -32] Lumber value Set'13B'uses red,values K-J JIMJIM -305 H-G 86B -328 approved 113012013 by ALSC member loads sign, on MFRS additional C&C J-I 1101 -305 member tlasgn. Plating Notes Additional Notes Maximum Web Forces Per Ply(Ind) Plates sued fa a minimum of 4.00 sq.inJpiece. The overall height of this truss excusing overhang is Webs Tems.Comp. Webs Term. Comp. Purlins 9-11-]. 8-K 831 -294 E-1 ]31 -389 K-C 813-1214 1-F 219 -359 In lieu of structural panels or 19W ceiling use putlins K-O ]82 -3]8 F-H 159 0 to laterally brace chords as idloxs: D-1 W -492 Clgrd Spadrighi Earth) End(ft) TC 24 0.00 26.58 BC 120 0.04 26.55 Apply pudineetany euords"above m below fillem et 24'OC unless shown otherwise above. Hangem I Ties Recommended hanger connections are based on manufacturer tested cap ecesSs and cakulaticns. Conditions may exist that require different connections than Indicated.Ruder to manufacturer puthcalion for additional information. Beanfigatbra0onx=294' usesihelollowing support conditions: Bearing G (26'4',23'3')WU26 Supporting Member:(2)2x8 SP a2 (20)0.148'x3'naps into Supporting embaq (1 q 0.140•x1.4 nails into 5uppotle0 member. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss cleaning,include SCSI 143, should be used in conjunction with the arc iftc and plans during Insleliation. 2 BusinessNNo..754]-4]45SuttonPahCourt Suite.JacksmvlllTechnol elFL32224-904821.5200 Force Engineer Fof 11 APEX Michael G Kozlowski Jeffrey P Amason Derek B Mummy PE No.60839 PE No.58540 PE No.71457 .e.,gn cn idoph I✓.muco<er-`Jx VeY<-Oa/10-Uo fcOW`J wcY MCC45 PM1 SEON:17252/T2 COMM CUSTOM Oty. 1 FROM: ORW: TM Wgl: lbs I ... p8125I15 iosy � T 8� 3 1TT i30'9'9 2BT T1' 33g 587 "5X5 p E F3domed) iNH G-4%4(B2) T 233' }1x .4)5 T1.8 3T8 24B 4'1'12 9'11'12 6 TP9 1My 133'9 1TP4 395- Loading Crlleda Iwo Wind CHMM Smw CNtxla IN Plln Par) DMIC31 C-ft AMulmum Raacllona(Ibs) TCLL: 20,0 Wind Std: ASCE 7-10 Pg:NA CL NA CAT:N PP Detection in be IIdM LM Los R I U /Rw /RM1 III IW TCDL 7.00 Speed: 130 mph Pb NA Ce:NA VERT(IL): 0.065J 999 318 A 911 /471 /4181- /174 /5.5 BOLL: 0.00 Enclosure:Caused! Lu:NA Cs:NA VERT(TL): 0.125 J 999 318 G 932 /471 14201- /- /7.2 BCDL: 5.00 Risk Calegay.11 S.Durader:NA HORZ(LL)l 0O35H - - Wind teachers besed on MFRS Oes Ld: 32.00 EXP:C HORZ(TL):0.067 H - - A Min Bg W kN Req= 1.5 Mean Height 28.84 fl Cale/Miso OMeda Creep Factor.L5 G Min A Width Req= L5 SON: :10.00 g BeadngsA BG popery=565psi. 5084: 2.00 TCDL:62 pst Bldg Code: FBC 2014 RES Mex TC CSI: 0.585 Lead Duration 1.25 BCDL:3.0 pat TPI Std:2007 Max BC CSI: 0.973 Maximum Top Cho Fomes Par Pty(les) Spacing:24.0' MW FRS Paragel Dist:0 to M1R Rep Femora Used:Yee Max Web CSI:0.159 Choma Tens.Comp. Chums Tens. Comp. C&C Dist a:3008 FT1RT:wply10(0) Mfg Specified Camber: GCpi:0.18 Place Type(.): A-B 8%-1345 D-E 1121 -936 Wind Duration:l,0 WAVE VIEWVec 15.01.01C0611,0 B-C NO-1041 E-F 685 -1156 Lumber AtltlBbnalNmes C-D 710-11% F-G 699 -1354 Value Set:IV(Effective(/V2013) The overall height of Me buss exceeding overhang is Maximum Bot Chord Fomes Per Ply(lbs) Top chord 2.4 SP Bra &7.2. Once Tens.C.mp. Chances Tans. Camp. Bot chow 2x4 SP gra A-K 109 -4W H- 1022 -354 Webs 2x4 SP d3 K-J 1115 Lumber alue set'I 3W uses design values -432 G 1011 -465 J-I I=sppm MJ11IW013by ALSC Bracing Maximum Web Forces Per Ply(lbs) (a)Continuous lateral resbaim equally spaced on Webs Tens Cane. Webs Tens. Comp. member. B-K 335 -98 D-H 107 -96 Plating Notes K-C 10.5 -313 H-E 39 -1W C-J 210 - H-F 2P -191 Plates good for a minimum.14,00 sq.m./piece. D-J 402 -P17i1 Purlins In l'cu of swcluml panels or rigid ceiling use purms W laterally brace chords as fdlov5: Chem Spadng(in m) SIM(g) End(g) TC 24 000 2658 BC 104 004 2655 Apply permit to any chords above or below fillers at 24'OC unless shown oNenvise above. Loading Truss passed check br 20 pat addifiomel thes- chord live load!In areas som 42.4xM x 24•-wide aearence. Wind Wild loads based on MFRS with additional C&C ember design. NOTES: 1.1M1L5 drawingbtwl suMdenlebnabinstallation. Additional instmctbns accompanyingices 9uradmwing,include SCSI 1-03. should be used In conjunction vift Me architecturel plans during installation. ion 2 BusnessNo..7754i 4705Su1tonParkCourt,SuiteJax�,Jecksonvi�eInc, FL322244-W4da 8215 FbndeEngineer APEX Michael G K.dowski Jelfrey P Arneson Oefek B Murray PE No.W839 PE Na 58544 PE No,71457 uocuatgn envelope v:esvepmr-nae 4-aoeeaano-omoeowy 19en Atli Ply SEON:TT9861T18/COMN CUSTOM Oly: i FROM: DRW: 722 Wg1:324.8lbs I ... 0926115 f zn 11'1 5'73 8'13 13'0.3 18'3' 2-0'3 2'5.11 TY13 56'13 5'fi'13 112%4 G E F -_ 12 ,,,D W1 87 HXB D a7 /3X8 B _4x4(C3 W x4X5(c5) p.3. 1 H IIYYN M L K J 1 B2 II110 14 1'0'12 -4X0 297 =4X5 20'13 Saxe 1,11;3110812 38"3 =8X12 5'8'13 gyp g,1 54'1 8713 10' 130'3 199' Loading CrkMs ipso Wind rA6 Snower0eH ft9 F15F) De0IC51 Cion. A Maximum Reacks", ) TCLL: 0.00 WindStd: ASCE7-10 Pg:NA Ct NA CAT: PP Collection in IpalMoe L,, Lac R IU law /Rh /RL IW TCDL: 7.00 Speed 10 mph Pf:NA Ce:NA VERTILL): 0.108K Still 240 A 5901 /3275 /- /- /- /5.5 BOLL: 0.00 Enclosure:Closed Lu:NA G:NA VERT(TL): 0.206 K 999 20 H 5010 13182 I- /- /- 15.5 SCDL: 5.00 Rias Category.It go.Ourmion:NA HORZ(LL):0.033 D - - Wind reaction based on MWFRS Des Ld: ]2.00 EXP:C HORZ(TL):0.062 D - - A Min Brig Width Req= 3.5 Mean Height:25.55 fl Coda I Misc Cdtada Creep F.".1.5 H Min Big Width Req= 3.0 NCBCLL 10.00.00 9 Buildings A B H Fcpem=565psi. SOMI 2.00 TCDL:4.2 pM Bkg Co0e: FBC 014 RES Max TC CSI: 0.6&5 Load Duran 1.25 BCOL:3.0 Ps7 TPI Std 2007 Max BC CSI: 0.971 Maximum Top Chord Forces Par Ply(lits) Spacln9:24.0' MWFR$Pee11N DiM:OroN2 Rep Factors Used:No Max Web CSI:0.067 Chortle Tae Comp Chords Tans. Comp, CSC Dist a:3.000 FTRiT:30(0Y1op) Mfg Specified Camber GCM:0.18 Pab Type(.): A-B 2181-3991 D-E 1982 -MIS Dural DuraINWAVE,HS WEW Ver,15.01.010.0611.00 C-D B-C M13 2199-4012 F-G 135 -2500 Lumber Special Loads Value Set 13B(E0eclve 6111013) - Frc(Lumber Duff m 1 20 .00 t t 28 p1f at-128.)11 Maximum Bot Chord Fame.Par Pty(lbs) Top chord 2,4 SP TC-From 28P1at 8.11to 26p0at 19.25 CboNS Ten..ComV. Chorda Tena Comp. Bet chartl 2x8 SP%2:822x8 SP SS Dense: BC-Fara 5p8* OGOW 5p0at16.85 Webs 2x4 SP 43:W1,W3 2a SP 02: BGFmm 5p11at IRMto Spdat 19.25 A-N 3249'1788 K-J 3010 -1650 MIS 2x4 Ste s2: TC- 174 Is Cmc.Load st 8.05,19.17 N-M 330-1SNI J-1 010 -1650 Wmbervalue set'113B'usas design values TC- 351E Cmc.Land at 1009.18 04 M-L 3581-190 1-H 0 0 poisoned 11302013 by ALEC TC- 1021E Coce.Loatl at 1209,16.04 L-K K89-102 TC- 336 as Con..Lead at 14.06 Bmdng BC- 88716 Con,Load at 4,85 Maximum Web Forces Per Ply(Iba) (a)Continuous lateral restraint equally spaced on BG 9401ECone LWdW 6.05 Web. Tem.Carnp. Webs Tens. Cane. member BC- 967th Com.Load at 6.65 BC-163111,Conc.Lord.19.13 N-B M -613 E-K 2328 -1268 Nallnote BC- 9941E Con,Load at 1085 B-M 516 -0S E-1 3W -706 NffiI Scaetlule:0.131'x3',min.nails BC- 986 ro Cone Load at 12.0.14.85.16.85 M-C 00 -160 F-1 346 -352 Top CM1ord:tRoe ®12.00"o.c. PLB- 9171E Cmc.Load at(1,73,22,29) C-L 03 -248 I-G S -1941 BmDhumhord� Row ®12.00" c. PL- 89511,Can..Lead at(2.85.V.29) L-D 625 -337 G-H 1457 -2851 Webs :1 Raw @ 4"0., Wind D-K 274 -501 Use equal spacingbetween rows and nagger nails W me lows and reactions bassoon MWFR& n each row to ava_il spli6ing. 4'o c.spacing of nails perpendicular and parallel to Right end verical not exposed to wind persons, grain maximal in area over bearings greater than 4' Additional Nobs Plating Notes Thehe overall M1eigM1l of N'a truss excluding overhang is Plates sized for a minimum 014.00 m.in.lpiece. 8-0-0. Means In lieu of sau.bel panels or rigid ceiling use W dins to passed,brace chords as mi. Chord Spacing(in m) Stad(0i Erl TC 24 0.1X1 19.25 BC 107 015 1925 Apply purlins to any chords above or below fillers at 24'OC unless shorn oMeeasa above. NOTES: 1.This c usetl IntmnuIKbon the We amile far tho, piensnatinginstallation rap ning Nistmssdra N.Include BCS11-03, m 2 Asx ..No.754is a rictificuis mi.cannot 7-4745 Sutler,Park Court. uit 402.Jacks nl�eIFL 32224 Florida 904.8215200Fbritla Engineer APEX Michael G Kozlowski aDerek B Mune PE No.60839 PE No 58544 PE No.71457y Dowatgn cnvmopa I V:cauco4al-upc I-aoye-oanooeo�ouur ir�a ABCC45 Ply SEDN:1]263/T4/HIPM CUSTOM DIy: 1 FROM: DRI: T24 Wg:46.2 Me / ... 0912515 SareXB IIV4Crd T 12 e � ne S' 113X4182 1 A ]]'3' E �4XSD 5'1.12 11T%4 3'10.4 5'1Y2 9' Loading CrMda(pall Wintl Crlbda Smw GMda(Po.PIn PSFI DeNCSI Crtaft •Maximum Reactions(IM) TOLL: 20.00 Wide SM: ASCE 7-10 Pg:NA CL NA CAT:NA PP Dedmtim in ad Ui Ur Lm R IU /Rw /Rh I RL 1W TCDL: 7.110 Speed 130 mph PF.NA Ce:NA VERT(LL): 0.011 E 999240 A W1 1280 1- l- I- 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs'.NA VERT(Rk 0.021E BBB 180 D 586 1350 1- /- /- f. SCOL: 5.00 Risk Category:11 Scow Duration:NA HORZiLLp 0.006D - - Wind reactors based on MWFRS Des Ld: 32.00 EXP:C HORZiTLk 0.011 D - - A Min Brg Width Req= 1.5 NCBCIl:10.00 Mean Height:24.51 fl case/Mae Critena Creep Faced,1.5 D Min Big Width Req= - Sol@ 2.00 TCDL:4.2 did Bob Cade: FBC 2014 RES Max TC CSI: 0.353 Bearing A Fcpup=565psi. Load Oura ion:1.25 BCDL 3.0 psi TPI SM: 2007 Max BC CSI: 0.508 Spacing:24.0• MFRS Parallel Dist 0 to l2 Rep Factors Used:Yes Max Web CSI: 0.339 Maximum Top Chord Forces Per Ply(Ii C&C Dist a:3.00 fl FTd 301oy1010) Mfg SpedBad Camber: Chards Tens.Comp. Chords Tans. Comp. GCpi:0.18 Plate TWe(s): A-B 396 -664 B-C 5 -7 Wind Duration:1.611 1 WAVE VIEWVer15.01.01C.0611.00 Lumber Hangers/Ties Maximum But Chord Forces Par Ply lips) Value Set:13B(Effective 51/2013) Recommended hanger connectins are based on Chords Tens.Comp. Chwtls Tena. Camp. Top chord 914 SP 112nufacturer tested expedites and calculations. A-E 48! -285 E-D 49] 25J - Bct chord 2x4 SP g2 Conditions may exist That require different Webs 2x4 SP 0 connections Man iMiceletl.Refer to manufacturer publicalion for additional information. Maximum Web Forces Per Ply(Ital Lumber value set•13B'uses design values eeaingallocationx=e'9• usesthefollowing Webs Tens.Conni Webs Tens. Comp. approved 1(302013 th ALSO support conditions: Spedal Loads eeanngD (W.229•)HTU26 B-E � 00 C-D 98 -103 -(Lumper Dur.Fac=1.25/Plate Our.Fac=1.25) (2M0.1Sup,orting Memper.Imanp,Pa2 (2010. the•x3•nsile ina wppartmg TO-From 5]pttet 0.0010 57 phi at SMI member, TC-Fmm topped 5.00 to 29 phi at 9.00 (11)0mbe'x1.5•nails into supported! BC-From 1Sprat O.01 to 10 affat 500 member. BC-Pram Sprat 5.01 to Spff at 9.00 TC- b Coity.Loaat 5,01 Wird 131 ICon d.1316 Ca .Load al ].0Wind loads and reactions basetl on MFRS. SC- ]73 C- 1 M Cmc.Load d at 5.011 - SC- 73 Cmc.Load at ].OB Right antl verticel not exposed to wind pressure. Plating Notes Plates aided far a minimum of 4.00 sq.in./piece. Pauline In Ilan ofstructural panels or rigid wiling use purlins to 1are211y brow chords as follows: Chanc BPaan90n m) Should) Endld) TO 24 0.00 9.00 BC 107 0.04 9.00 Api purine to any chance above or helox fillers at 24'0C unless shown oMerxise above. Additional Notes The overall height of this Vass excluding overhang is 3-11-2. NOTES: 1.This drawing is rot sufidmt alone for installatron. AtltliMnal instructions accompanying this Vasa drawing,include SCSI 1-03, shouts to used in conjunction with the architectural plans durvig installation. 2 Business No.7547-474x Technology is a 5 Sudan Park Court. uite 40 Jaor ckmnv111a IPL 322oria Corporation. Flontle Engineer APEX Michael G Kozlowski Jefty P America Derek 8 Murray ®' PE No,80839 PE No,58544 PE Na.71457 W utugn LnVelope IV:eJVCam I-tlaCI-vote-0aNPOeJcow`J Ivctl AKC45 Pry:1 SROM:ti2"RIIT3]I HIPS ry: CUSTOM O2 FROM: DRW: T28 Wg1:42.O lbs l ... 091 qpg 10'3• 5'1.8 51.13 B =4xs 1Z 0 F7 tl3X4(B2) III1 Y13X41B2) C 1 A 283• 1144 10'3' toa�llg Copper,(PM WMCdteda Srlow Crlleto maPIlo PSF) Initis 51 CrtlnM •Maximum Reactbna BEs) TCLL: 20.00 Wind St6 ASCE]-00 Pg:NA Ch NA CAT:N PP Deflection in Ioc Vdall Lay Loc R /U I Rw /RE I RL /W TCDL: 7.00 Spend: 130 mph K.NA Ce:NA VERT(LL): 0.028 D 999 240 A 751 /4M I. I- /- /5.5 BOLL: 0.00 Enctosora:Closed w:NA Cs:NA VERT(TL): 0.0500 999 100 C 784 1482 /- I- 1- 13.5 BCDL: 5.00 Risk Category:11 So.Duration:NA HORZ(LL): 0.015 D - - Wird reactions based on MFRS Des LF 32.00 EXP:C HORZ(TLy 0.028 D - - A Min Brg Width Req= 1.5 Mean Haight 29.81 fl Code I also Ctlteda Cmep Factor 1.5 C Min Bry Width Req= 1.5 NOfit:10.00 a9 Beedn9s A 8 C FCParp=%5Psi. SoBd: 2.00 TCDL:4.2 psf BMg Code: FSC2014 RES Max TC CBI: 0.369 Load Duration:1.25 BCDL 3.0 Psf TPI Sd:200] Mex BC CSI: 0.980 Maximum Top Chord!Foran Per Ply(Ibs) Spacing:24.0' MFRS Pamilel Dist,0 W h2 Rep Factors Used:Yes Max Web CSI:0.133 Chords Tens Comp. Chords Tens. Comp. CBC Dist a:3008 FTART:30(0X10(0) Mfg Bpeciand Camber. GCpi:0.10 Plate T,,e(n): A-B (IN.1071 B-C 585 -1075 Wind Duration:1.00 WAVE VIEW Ver.15.01.01C.0611 1.W Lum0er Adtlitlem,Nan Maalmum Bot ChoN Foran Per Ply(lbs) The overall Might auris was excluding overhang is Chords Ten.Ccou. Chords Tens. Coup. Value Bah 13B Effective&12013) 9 }11-2. A-0 1319 -493 D-C 819 -493 BotTop Mord 2x4 SP e2 We chord 2x4 SP e2 Webs 2x4 SP p3 Maximum Web Fomes Per Pry(IEs) Lumber value set'138-uses design values Wets Tens.Comp. appmved 1/302013 by ALSC 0-D 348 0 Special Loads -(Lumber Our.Fee 1.251 Plate Dur.Fac=1.25) TC-From 5]pMa 000 to 57 pit at 5.13 TPFram 51pgal 5.13to 57pliat 10.25 EC-From 10 pd at 0.00 to 10 pit at 10.25 TC- 404 to Conc.Load at 5.21 BC- 347 Ib Conc.Load at 5.21 Plating Nan Plates sized for a minimum of 4.00 sq.in./piece. Pudln In lieu of swotuml panels or rigid ceiling use purtme to laterally brace Chords as Iellows: CMrd Sparun(m oc) StadlBl EM(fl) TC 24 0.00 10.25 BC 96 0.04 10.21 Apply purlins In any Morris above or below taxes at 24'OC unless shown otherwise above. Wind Wind loads and reaclions based on MFRS, NOTES: 1.This drawing is not suffimot alone for notalla9on. Aldit'wnal inswce0nsaccompanying me wssdrew'ing,include SCSI 1J3. should be used in conjunction won the architectural plans during installation. 2 BusitnessNol]u]-4]4is a 5ButonParkCountSuite Jax 02,JaMwnvlglleInc. FL32224.Wd. 831520pFbldaEngineer APEX Michael G Norlowaki Jeffrey P Amason Derek B Murray PE No.130839 PE No.58544 PE No.71457 ..'n envelope iu:ewcaeor-`Jac -noon-aaMooaJCowa VCY ABCC45 Ply:I SE0N:17328 T82 HIPS D CUSTOM 01y. 1 FROM: RW: T28 Wgr SI.fi lbs / ... 0925'15 T 7'11' 14'11" T 11" T 14X5 Af4X5 B C 12 5 p n .n iv 3X4(61) =3X4(B2) 1I T 10'1"2 1112(4 E 1112X4 7'112 7"5 T1"12 7'1'12 T9" 1411' Loading Criteria Imo Wind Criteria Snow Camera(ng,xilo pSF) Dal Cinafla •Maximum Reactions(Ibs) TCLL: 20.00 WIN Sid: ASCE 7-10 Pg NA C:NA CAT:his Pp Depiction in be Ude6 t/JI Loc R 1U I Rw /Rh I RL IW TCDL: 7.00 Speed 130 enter Ph NA Ce:NA VERTUILk 0,016 F 999 20 A 408 /150 1214 /- IN 13.5 SCLL 0.00 Encbwm:Closed Lu:NA Ca:NA VERT(TL): 0.038 F 999 180 D 486 /150 1214 /- I- 1- BCDL 5.0() Risk Categi 11 S.Duration:NA HORZ(LL): 0.009 E - - Wild reactions based on MFRS Des Ld: 32.OD ERP:C HORZQy:0.021 B - - A Min Brg Width Reg= 1.5 NCBCLL 10.00 Mean Hei 15.0it Code I Misc Camara Chep Factor:1.5 D Min Big Width Req= - SaMb 2.00 TCDL:4.2 psf BMg Coale: FBC 2014 RES Max TC C51: 0.535 Bearing A Fcperp=565psi. Load Damien:1.25 BCDL:3.0 psf TPI SM: W07 Max BC CSI: 0.671 Maximum Top Chord Foran Per Py 110x) Stenting:24.0' Mai Parallel Dist:h2 to h Rep Factors Used:Yea Max Web CSI:0.076 Chole TB o C hor Forces a Tena Canino. CBC Dist a:3.00 ft FTIRT:Wdy10(0) Mfg Specified Camber GCpi:0.18 Pluto Type(sy A-B 351 -749 C-D 351 -749 Wand Duration:1.60 WAVE VIEW Vw,.15.01,010.0131180 B-C = -627 Lumbar Wind Value Set:IM(Effective 8112013) Wind loads based on MFRS with additional CBC Maeimum Bat Chord Fames Par Py(Ire) Top choral 2x4 SP memberdespn. Clods Tens.Comp. Chole Tens. Comp. Bar choN 2x4 SPK Additional Notes A-F Sid -245 E-D 625 -248 Webs 2x4 SP M3 F-E 8Z7 -24d Lumbar value set'13B'uses design values The overall height of this tress excluding overhang is approved V302013 by Al-SC 7' Maximum Web Fomes Per Py(bs) Plating Notes Webs Tens.Comp. Webs Tans. Comp. Plaoesized rare mlntmum of4.00 sq.in.lpiece. B-F 199 -115 E-C 199 -115 Paries In leu of structural panels or rigid ceiling use purins to laterally brace chores as follnrre: Chod Spscing(in ac) Soar(ft) End(8) TC 24 0.00 14.92 BC 120 0.08 ICS) Apply purins to any cMds above or below this at 24'OC unless shown otherwise above. Hai I Ties Recommended hanger connections are based on manufacturer tested capacities end calculations. Conci fions may exist Ilial require different connectors than ire icaled.Refer to manufacturer Publication for additional information. Bearing M location x=14'8' uses the fallowing aupponcondNons: Bearing D (14'8',10'1'2)LUS26 Supponing Member(1)2x6 SP SS Derse into aupponirg member, into wpyored member. NOTES: 1.This drawing is not sufficient alone for installatbn. Additional instructions accompanying this Wsa @awing,Include SCSI 143, should be used in conjunction with the architectural plans during installation 2.And. usiess No. g17-4745 owneel ourt. Jae Apex Technology lFL32224-da C .821 Z21 Funds Engbem Business No.]54]-4]45 Sultan Park Court.Sole 402,Jacksonville,FL 32224-904.82L5200 APEX Michael G Kozlowski Jeffrey P Amason Derek B Murray f� PE No,W839 PE No.58544 PE No.71457 lapcwlgn envelope 1D:ewedmrnod rroadaarw-ooaedwa oven ABGC45 Ply.I SEON:It=1 T84 I MONO CUSTOM CRY: 1 FROM: DRW: TM Wilt 21.7 Me / ... 09/25'15 1112X46 12 5 n `n (V -2XA4(A1 1 10T2 1112X4C 5' 5' Loading Criteria him Wind Comria Srow Crilerla IP..PIF PSF) OeflIC51 Critetla ♦Maximum R...Bmna Qin.) TCLL: 20 KI Wind Std: ASCE 710 Pg:NA Ct,NA CAT:NA PP OeOedion in loc uds, L, Loc R I U /Res I Rh /RL 1W TCDL: TW Speed: 130 mph W.INA Ce:NA VERT(LL):NA A 513 1181 1- 1- I- 13.5 BCLL: 0.181 Eclosum:Cloud Lu:NA Cs:NA VERT(RC NA C 730 1230 I. I- I- I- BCDL 5.00 Risk Categor,,11 Snow DmMmr NA HORZgLLk 0.009 C - - Wind reactions based on MFRS Des Ld: 32.00 E)(P:C HORZ(TL):0.016 C - - A Min Big Width Res= 15 NCBCLL:10.00 Mean Height:15.00 It Code/Mbc Cada Creep Factor: 1.5 C Min Big Width Req= Soft 2.00 TCDL:4.2 pM Bag Code: FBC 2014 RES Max TC CSI: 0.383 Bearing A Fcpem=565psi. Load Duration:1.25 BCDL:3.0 Pan TPI Set:2007 Mex BC CSI: 0.391 Maximum Top Chad Forces Per Ply(Itis) Spacing:210- MFRS Parallel Dist 0 to h!2 Rep Factors Used:Yes Max Web CSI:0.101 C1tords Tens.Comp. CBC Dist a:3.008 FTRiT:30(Op10(0) Mg Specified Camber. GCpi:0.18 Pleb Tylle(sl: A-B 32 -fib Wind Duration:1.60 WAVE VIEW Ver.15.01.01 C.0611.00 Lumber Hangem I Tie. Maximum Bol Chord Fomes Per Pty(lbs) Value Set:LIS(EffedNe 81112013) Recommended hanger connections are based on Chords Tens.Comp. To rord 2xd SP 82 manufacluner tested capacind and calculafions. A.0 23 -8 p o Conditions may exist that require different Web.got 2x SPAS SS Genu connections Men Indicated.Refer to manufactured W abs 2x4 SP p3 publication for additional infemnatbn. Maximum Web Forte.Per Ply(Iba) Lumber value ut-l3B-uses design values Bbmngallocatlonx= 7 uusthefollowing Webs Tens.C.P. approved 1130.8013 by ALSC support condllbns: B-C 58 -125 Spatial Loads Stee C (45-,f01'2)LUS26 Supporting Member(3)1x8 SP SS Dan. —(Lumber DunFac=1.251 Plate Dur.Fac=1.25) into supporting TC-Fmm 65plfat 00010 SSPBat 5.00 member, BG From 5pit at 0.00 he 5plfat 5.00 into supported BG 48510 Conc.Load at 2.06,4.08 member. Plating Notes Plains siond for a minimum of 4.00 sq in Ipiece. Further In lieu d stmctuml petrels or rigid ceiling use purlins re Intensity barn chords as follows: Ciwrd Sparng(in on) Send) End(8) TC 24 0.00 5.00 BC 58 0.15 5.00 Apply purlms to any chords above or below 611em at 24-GC unless drown oNervnan above. Wind Wind loads and reactions based on MW FRS. Right end vertical not exposed to mud pressure. Additional Nobs The overall height a this mss excluding ownbang is 2-7-7. NOTES: 1.This drawing is rot sufficient alone for insti.atmn. ABditiond instructions accompanying this mss drawing,include SCSI 1-03, should be used in conjunction w8b me mMibdurel plans during instillation. 2.Apex Technology is a lichenous name cement by Jan Apex Technobgy Inc.,Florida Corpomi es. Florida Eginear q p E X Business No.7547-4745 Soon Park,Court.Suib 402,Jack xrvfile.FL 90 32224- 4.8215200 MIMaeI G Kozkrvrski Jeffrey P Amason Derek B Mumay PE No.0839 PE No.511544 PE No.71457 Mocualgn rnvelppe Iv:<.wcoeureou-rae<-oaHooaacawn wcn ABCC45 Ply.1 SE0N:171M ITT21 COMN CUSTOM City 1 FROM: DRW: TV Wgb 203]lbs I _ 09125115 64- 1172 166'8 194' 21Yt4 271' 33'5 6.4- 93'3 51'8 176 35'14 59'2 ar 12 =C 1103 -4M .4X5 G 5 C_- B. T M xaX4(A1) a4mA1) �ta1R K J � I 6'3512 4'P14 46'0 4F8 9 4Y14 8'9II 65'12 11'3'10 1 166'0 2135 1 6 2B't t'0 375" Loading Crfleda WO Wind CMalia Snow Citede(P,Pl b psf) Defl1CS1 C01eda •Maximum Reacibns(IOs) TOLL: 20.0 WiM SM: ASCE 7-10 Pg:NA CL NA CAT:N PP Deflection b bo Udidl V# Loc R /U I Rw /Rb I RL IW TOOL 7.0 Speed:130 mph pit.NA Ce:NA VERT(LL): 0.125D 09 397 A 830 1229 /3151- 141 15.5 BCLL 0.0 Enclosure:Closed W:NA C.NA VERT(TL): 0.284 D 989 397 H 814 1229 /315 1- /- /3.5 BCDL: 5.00 Risk Category:11 S.Durefien:NA H0RZ(LLF 0.0251 - Wind reactions based on MFRS Des Ld: 32.0 EXP:C Hon(m):00511 I - - A Min Bog Width Req= 1.5 Mean He' M:15.00 M1 Coda I Mise,LMeda Creep Factor.l.5 H Min Big Width Req= 1.5 NCBCLL:1o0 M Bearings A B H Fcperp=565psi. Sothl: ggg TCDL:4.2 pelt Bbg Code: FBC2014 RES Max TCCSI: 0.00 Load Duration:1.25 BCDL 3.0 par TPI SW:207 Max BCCSI: 0.05 Maximum Top Choid Forces Par Ply(Ibe) Spacing:16.0" MFRS Parallel Dist:W2 to h Rep Factum Used:Yes Mat Web CSI:0.359 Chorus TenaCanp. C1bms Tens. Comp. C&C Dist a:3.34 fl FTIRT:30(Oyl0(0) Mfg Specified Camber. GCN:0.18 Plata Tyile(sl: A-B 649-1761 E-F 958 -2f51 Wind Duration:l.0 WAVE VIEWVen15.01.01C.011.0 B-C 8644438 F-G 864 -2311 Lumber Atldflional Notes o_E �_Tnl5�0 G-H 619 -1]20 Value Set:13B(Effective(11112013) The overall height of this truss excluding overhang is Top chortl 2x6 SP SS Dense 32-2. Maximum But Chord Forces Par Ply pba) Bol chord 24 SP SS Dense Chords Tens.COmp. Choate Time Comp Webs 2x4 SP p3 Lumbar value sel'13B'uses resign values A-O 109 -552 L-K 2359 -802 approved 1I3012013MALSC O-N 1610 -551 K-J 2354 -832 N-M 2474 -02 J-1 ISM -551 Special Loads M-L 2474 -802 1-H 1559 -552 --(Lumber Dur Fac=125/Plate Dur.Fac=1.25) TC-Fran 37P8at 000to 37plfst 6.33 Maximum Web Fortes Par Ply(Iba) TC-From 37pgat 6.33 to 37plfat 27.08 Webs Tens.Camp, Webs Tens. Camp. TC-From 37PNW 27.0 to 37 p0 at 33,42 BG From 7pit at ON be 7p0 at 33,42 B-O 10 0 L-F 554 ->p BG 20 lb Con,Load at 14.69 B-N 913 -273 F-J 154 -402 N-C 151 -331 J-G 851 -273 Plating Notes C-L 419 -92 LG 100 0 Planes sized for a minimum of 4.00 sq.inJdece. O-L 108 -182 Future In lieu of structural Panels or dgb ceiling use purlins to laterally brace chortle as babes: ChON Spaang(in cc) Start(ft) Enldt) TC 24 0.00 33.42 BC 120 0.15 33.27 Appy,purlins to any chords above or below fillers .1 24'OC unless shown otherwise above. Wbd Wind bads haled on MWFRS with additional C&C membwdesign. NOTES: 1.This drawing is not sufficient alone for installation. Additional Instructions accompanying this tures drevdng,include SCSI 1 should be used in conjunction with the archibclurel plans during inebllalion. 2 B mess Nol]54] 4745 Sufton Parkk Court SuitJ.e.Jaksonl�elFL 32224-904.B21i5 Fbdtle Engineer WON APEX Michael G Kmbwaki Je9rey P Mason Derek B Murray PE No.0839 PE No.58544 PE No.71451 UOCUJgn t,H"opev:eJVComrtlDC VMtlL-wMO-oo.COV11Y wLY ABCC45 PIy.1 SEON:1]3]SIT3BICOMN CUSTOM QI Wgt: FROM. ORW. 160.6 Iba I ... OB2Sr15 T34 Wgc 511• 9 144' 19712 24'5• 2T8• 33'S 5'11• T1• Sy sX5 4'10'12 3X3 5T4 T1• 5'11' L _o BE F 12 as B G/2X4 C n Ha3xNA11 x"JAHA - 1918 11 , P'M xL as J I g 3' 2'0.8 574 294 3- 9 g tz u9.8 19912 z1's- AW 33.5• Loedirg Crueda Igen Wiled CriMrla San CrMarh(Pe.prM PSFl DMICSI Crania ♦Maximum Reactions(IM) TCU-: ?.W Wind SM: ASCE]-10 P9:NA CL NA CAT:NA PP Dail tion In be INS LM Loc R IU IRM IRM /RL /W TCDL: ].00 Spacw: l0 mph PF.NA Ce:NA VERT(LL): 0.115 989 397 A 838 1228 /3241- 158 15.5 BCLL: 0.00 Enc,Cawgobaetl Stay, Ca:NA VERT(R1: 0.283E 999 39] H 814 1228 ted 4 1-on I- 13.5 BCDL 5.00 Rha Cetegay.II Stay,DUmhm:NA HORZ(n): 0.023 C - - A reactions based on M1.5 Oes W: U M 1 XP:C WFRS HORZITL):0.051 C - - A Min Bm Width On Req= 1.5 Meeh Height: a Cada I Mlac CrXeda Oraep Fehr:1.5 H Min Br9 W Mth Req= 1.5 Sash: 10.00 B Bearings A B H Fcpnp=565psi. Sagit: 2.00 TCDL:6.2 poi BMq Cotle: FBC 014 RES Max TC CSI: 0.351 Load Dumtlon:1.25 BCDL:3.0 par TPI SM: Mar Mex BC CSI: 0.326 maximum Top Chord Fomes Pa Ply(IM) Spacing:18.0- MFRS Pamllal that:K2 b h Rep Faaom Used:Yea Max WeD 051:0.219 Chords Tena Comp Chords Tens, Comp. CSC Dist a:3.36 M FT1RT:010010(0) Mfg SpetlSed Camber. GCO 0.18 Plate Type(s): A-B 833-1]31 E-F 866 -180 Wind Dumm g :1.80 WAVE VIEW Vac 15.01.010.0811.0 C_D E83-1903 G H 033 -1675 Wmber Appeared arms D-E 685-180 Value Set 13B(EBedve WlnOI3) The oremg height of this imse excluding overhang Top cmrd 2x4 SP 112 4-37' Maximum Bol Chad Facey Par Pty JIM) Bot chow 2x6 SP SS Dense Chords Tens Comp. Chale Tens. Comp. Webs 2x4 SP p3 A-N 1551' -594 K-3 1395 -455 Lumber value sat•13B'uses design values -455 approved 402013 by ALSC N-M 1448 -455 J-I M-L 1418 ISM-455 I-H f05 -545 Special Loads L-K 1912 -505 -(Lumber DuaFac=1351 Plata Dur.Fac=1.25) TC-From 37plfal O.ODto 37plial 9.00 Maximum Web Fomes Per Ply JIM) TC-From 37pltat 9M W, 07Pltat 24.42 Webs Tena.Comp. Webs Tena. Camp. TC-From 37plat 24.421, 37p8at 33.42 BC-From ]pHs 0,00 to 7adM 33.42 S-N 116 -153 E-K 116 -183 BC- 2001EConc Load at 14.69 C-N 184 -0 K-F 531 -168 C-L 5]5 -167 F-I 160 .31 Plating Notes L-D 131 -10 I-G 116 -154 Plates sued for a minimum 044.00 sq.in.lpiare. D-K 158 -280 Pudins In lieu of structural panels or rigid caging use purlins l0 laterally baa chows as follons: Chord Spa6rgpnoc) Rhombi Enc(M) Tc 24 800 33.42 BC 120 OAS 3327 Apply purlins to any rhows above or Mire,fillers at 24-OC unless shovm alherwisa above. Wind Wind loads based an MFRS van,additional CBC memberdesign. NOTES: 1 Tisshould a usIs atl oin su uoceon wife W Installation, alMuml dditiplanional ng indaalas mp dying tl1h Was crowing,include SCSI 143, 2 Business No 7547 a 4745 Sudan P.*Court Su.4Jax 02 Jacksonv�elFL32224-904.0]15 00FbridaEngirreer APEX Midiael G Korlowski JeBrey P Amason Derek B Murray PE No.60939 PE No.51544 PE No.71457 VocuJlgn Cnverope v:eJVmmr-tlaC -9otlLroJMO'a6JCM1Vtl +Ctl .480045 Ply.i SED. 17379 M41 C0MN CUSTOM Oly. 1 FROM: DRW: C C S Wgt 198 se I ... M515 0.4•12 119' 16'0.8 217 TT44 8W 12 5T0 5'0.8 5'0'0 ST4 5V12 C. 12 E T 5 j \4X 4M B to �x0X4(l C'x3`N(he aML 4 J .4.as H Oryt• 5g OTB 4T0 5% St1• 5't t' 11'8' t5'6'6 2T0• 1 3T8• 035' Loadtg Cmeda(psG Wlnd Cmeda Snow Criteria lFq,wb PBF) peNC5lCmeda AMaxtmum Rau/Phy (IRh TCLL: 20.00 Wind SM: ASCE7.10 Pg:NA Cr NA CAT: PP Dellec5al in be UdM l/M Loc R I U I Rw /Rb /RL /W TCDL: TAO Speed: 130 mph Ff.NA Ce:NA VERTM1L): O.OB2D Still V7 A 838 /227 /328 /- 175 15.5 SCLL 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.210 D 999 397 G 814 /227 /3281- I- 13.5 BCDL: 5.00 Risk Categortrit Snow Ducaliw:NA H0RZ(LL): 0.019H - - Wiodmactionsbased On MWFRS Des Ld: 32.00 E%P:C HORZITLI:0.041 H - - A Min BM Widm Req= 1.5 NCS :10.40 Mean Height:15.00It Code/Mlac Chianti Creep Fact:1.5 G Min Big Width Req= 1.5 Sergi Mfib 2.WTCOL:42 psf Bidg Code: FBx TC 051:G 2014 RES Ma0.303 Bearings A B G popery=585psi. Load Duration:1.25 BCDL:3.0 Faf TPI Std:2007 Max BC CSI: 0.280 Maximum Top Chord Forces Per Ply(IM) Spending:16.0' MFRS parallel Dist:N2 to h Rep Fetors Used:Yes Mex Web CSI:0.199 Chorda Tens Camp Chads Tens. Comp. CBC Dist e:3.348 FTIRT:30(OY10(0) Mfg Specified!Camber: GCpi:0.18 Plate Typal A-B 595-1]W D-E 567 -1498 Wind Duratbn:1.80 WAVEVIEWVer:15.01.01C.0S11.00 S-C 594-15M E-F 514 -1447 C-D 567-1499 F-G 595 -1659 Lumber Wlnd Value Set:13B(EBeclwe Wln(313) Wind leads based on MFRS sign azlONonaI CBC Maximum Bot Chard Forces Per Ply(IM) Topctlord2 SPN2 maotardesign. Chance TensComp. Chance Tans. Comp. Bot choN 2 b SP SS Dense Additional Netea . WeM2MSPp3 A-N 1510 511 K-J 1298 _4(`1 Ltmomoduesst•130'usn"desgn values The warrant height of this Cross excluding overMrg is N-M 1592 -511 J-I 1296 -101 apposed 1/30f2013 by ALSC 5-4-13. M-L I3 -101 I-H 14M .511 L-K 13g) -401 H-G 1491 -510 Special Loads (Lumber DucFac=1.25/Plate Dur.Fac=1.25) Maximum Web Ferws Per Ply Obs) TC-From 37p8at GAO to 37pg61 1167 Webs Tens.Cbunp. Webs Tens. Camp. TC-From 37plfat 11.67W 37pgat 21.75 TC-From 37pgat 21.75to 37plfat 33.42 N-B 75 -51 K-E 358 _611 BC-From 7pit at 0.00 to 7plfat 33.42 B-M 126 -251 I-F 128 -253 BO 2011 It,Cam.Load at 14.69 C-M 2M -13 E-I 195 -43 C-K 258 -fib F-H 75 -30 Plating Notes D-K 100 -1Tl male,1plateploottd ailssor spared Watching b requirements. Plates stied fora minimum of 4.00 sq.in Ipiew. Fudlns In lieu of shushing patrols or rigid ceiling use purlins to laterally brew chords as folloso: Chord Sartor in w) Sherri Emil TC 24 0.00 33.42 SC 120 0.15 339 Apply purlins to any drools above or loam Mets at 24'OC unless shown offmana a abose. NOTES: 1.This dravring is not sufficient alone for installation. Addi scoal instructions accompanying Pu most dewing,Include SCSI 1413. should be used b conlun ou with the amhiteetural plans during installation. 2.Apex Technology a a 0c44ous dame owned by Jax Apex Technology Inc.,Fbtida Combustion. Florida Engineer APEX Business mess No.7547-4745 SuBon Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 Mbhnel G Kozlowski Jet,P Amason Derek B Murray PE No.W839 PE No.58514 PE No.71457 uoanmgn envelope Iv:4aVC.....o e,tnao,-s n t,.e adi ASCC45 Py.1 SEON:173831 T48 I COMN CUSTOM Oty'. 1 FROM: ORW: 738 Wgb 161.0 It, I ... 0925115 74'12 1 '4 lar 26'0'4 335' r ra•1z a•n•e �- 4a• + etre r4'Iz c N4X5 T u s 2 IN lens g E,4rs ::m -yNgt)A F-3%4(62) 1 1-1 du iN ata1 L K J I H G 10'8.4 16811 -` T3' 774 474 YS11 4'6 T3' ]3' 1Y 14'4• 1B'i14 213• 28'I 33'S Loading Criter4 haat Whad CrlMris Smw Cdbr4(Pe.M In P6F) D@NCSI Critelli •Mexlmum Reaclbni(Ibi) TOLL: 20.00 W inc SM: ASCE 7-10 Pg:NA CI:NA CAT:NA PP Defection in be LrdeII L/!f LOC R III I Rw IR, /RI_ IW TCOL: 7.W Speed:130 mph Pt NA Ce:NA VERT(LL): 0.032 G 999 240 A 303 1% 11511- /93 15.5 SCLL: O.W Enclosure:Closed Lu:NA Cs:NA VERTQL): 0083 G M 223 J 7M 12M 1317 /0 /0 15.5 SCDL: S.W Risk Category:11 Snow Duration:NA HOR2(LL):0.012 G - - F 389 1123 I2M /- /- /3.5 Des Ld: 32.00 EXP O HOR2(TL):0.024 G - - Wind reactions based on MW FRS Ni 10.W Mean HegM:15.00 it code/stied cowrie Creep Fehr:1.5 A Min Bg Width Rep= 15 Sapp: 200 TCDL:42 paf BMg Code: FBC 2014 RES Max TCCSI: 0.455 J Mm Br,Width Reg= 1.5 Load Duration 1.25 BCDL:3.0 psf TPI Stu:2517 Max BC CSI: 0.430 F Min BM Width Req= 1.5 MW FRS Parallel Dist h2 to h Re Factors Used Yes Max Web CSI: 0.535 Bearings A.J.B F Fdperp=56S,L Spacing:18.0• p CSC Dal e:3.M it FT1RT:30(011010) Mg Spetlfied Combat Maximum Top Chord Fames Per Ply(III GCpi:0.18 Plane Typists): Chords Tens.Comp. Chum. Time. Comp. Wind Duration:1.51 WAVE VIEW Ver.15.01.01 C.W11.00 Lumber A-B 191 -461 D-E 162 -252 B-C 1Or -9 E-F 26B _658Value Sol:13B(Effective&12013) C-D 184 -180 Top read 2x4 SP%2 Bol cboN 2x4 SP Q Maximum 80 Chord Fomes Per Ply(Ibi) Webs 2x4 SP IS Caddo Tens.Comp. ChONs Time. Comp. Lumber value set'13B'uses design values approved 1/302013 by ALEC A-L 3B3 -123 I-H 561 -201 L-K 301 -1N H-G 561 -2M Plating Notes K-J 381 -124 G-F 563 -203 Plates sized V a minimum of 4.00 sg.inJPece. J-1 IN -127 Purlins Maximum Web Fortes Per Ply(la) In lieu of structural panels or rigid raging use purlins Webs Tens.Comp. Webs Tens. Danp. to Wendy brace chards as follows: Chad Spading(oc) Slal(6) End(ft) L-S 169 0 I-D W -141 TC 24 0.51 33.42 B-J 213 -418 I-E 2)3 -422 BC 75 008 33.33 C-J 218 -523 E-G 158 0 Apply pudins to any Ands above or below fillers C-1 391 -156 at 24'OC unless shown omad ise above. Wind Wind Ideas based an MW FRS with additional C&C ember design. Additional Notes The overall height of this muss excluding overhang is 6 2. NOTES: L This drawing is not sufidenl alone for installation. Additional inelmtliws accompanying this truss tlmang,include BCSI 193, should be used in conlundon with the amhlledural plans during installation. 2.Apex Txhnology is a fctiticus deme owned by Jac Apex Techndogy Inc,Florida Corpomfon. Flonase Engineer Business No.7547-4745 Sullon Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 APEX Michael G Kozlowski Jeffrey P Amason Derek B Mundy PE No.60839 PE No.58544 PE No.71457 uacuaign rnvelgm ru:4.waeml-nye I-aay�aorwoweauun wan ABCC45 PIy:1 SECN:174681 T59/COMN CUSTOM ON, FROM: DRW: T40 Witt]B.41M I ... 0925115 s v, I " n.as c n 1 1 [NC�U,' g CMeda"no Wind Cria da Slow CdMda IPO.Nm PSFI DeNC31 CMeda ♦Maximum Wempns(Ib) 20.0 Wird Sb: ASCE7-10 Pg:NA Ct NA CAMN PPDeRectiouin be Utell bm Loc R /U /Rw /Rh /RL /W 7.00 Speed 130 mph PF.NA Ca:NA VERT(LL): 0.006 B 999 240 G 269 1% /124 1. 169 13.0 0.00 Endosure:Closed Lu:NA Cs:NA VERT(TL): 0.011 B 998 180 D 260 123 1124 1- I- I- 5.00 Risk Category.11 S.Duration:NA HORZ(LLy 0.017E - - Wind reactions based on MWFRS 32.00 E%P:C HORZ(TL):0.076 E - - G Min Bir,Width Rep= 3.0 10.00 Mean HegM:1821 R Code I Mi.Cdteda Creep Factor:l.5 D Min BM Width Req= - 200 TCDL:4.2 Pat Bldg Code: MC 2014 RES Max TC CSI: 0.558 BeadrgGisadgosurface. unton:1.25 BCDL:3.0 psf TPI Std 2007 Mnz BC CSI: 0.318 CSI:0.439 Maximum Top CMN Forces Per Ply 00s) ,:24.0' C8 FRS D a ee 3.1lel 00 it h to 2M1 Rem�Fa O(rs0}Utaedi'Yes Max Mfg SWpeMafisdCamber. CMNe TenaCanP. CMNs Tena. Com0. GCPk 0.18 Plans Type(s): A-B 95 -45 B-C 73 -140 Wind Duration:1.80 WAVE VIEW Ve,15.01.01 0.0611.00 Lumbar Hanger I Tles Maximum But Chord Forces Par Ply(la) Value Set ISO(Effei 61112013) Recommended hangar connections are based on CMNS Tmm.Comp. CMNa Tens. Comp. TOP CMN 2x4 SPM manufaclurer tested capaciliea and embuliliona. F-E 45 -15 E-D 0 0 Bot MON 2xA SP M2 Cordlions may exist mat require di lemint Webs2x4 of e3 connections than indicated.Reor to manufacturer :Lt Beam,Log 2x4 SP K3: publication for aidiMnal infomtmion. Maximum Web Forces Per Ply(Iba) Bearngatlocnlonx=711'8 usestM1efolowing Wets Tens.CmnP. Webs Tena. Comp. Lumows!der 11aaG13by' LS design values supped condiions: A-E 373 -212 B-E 242 -343 aPpmvttl 1I3020136y ALSC Baam,D (7'1PB.IYn)LUS26 G-A 0 -78 E-C 90 0 Supporting Member:(2)2x8 SP SS Dense Plating Notes 235 into supporting G-A 411 -215 C-D 150 - Plates sued for a minimum of 4.00 sq.inJpiece. member, F-G 0 -70 into suppodetl Pumns member. In lou of structural Panels or rigid ceiling use purlins to Iaterany bnm chores as follows: Chord Spadmg(inw) Sum(R) End(m TC 24 0.00 8.21 BC 95 0.29 8.21 Apply purlins to any Mohs above or below filen at 24'OC unless shown otherwise aMve. Wind Wind loads based on MW FRS with additional C&C amber desgn. Right end vertical not exposed to wind pressure. Addi0onal Notes The overall height ofthis truss excluding overtang is 44-0. NOTES: 1.This drawing is not suMdent Bone for installation. Additional insaudsme accompanying Nis truss dimming,include SCSI 1-03. Mould be used In conjuration with the an,butedural plans diming inslallution. 2.Alum Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Comonton. Fonce Engineer APEX Summer No.754]-4]45 Sutton Park Court,Suite 402,Jacksonville,FL 32224-909.8215200 Michad G Kozomaki JeRrey P Amason Odek B Murry PE No.60839 PE No.58544 PE No.71457 tst.."n nmempe IV:mudaml-raurepd-panooaxawurlr�n ABCC45 ply.1 SEON:174701 TU91 COMN ON: 1 FROM: DFA: CUSTOM Wit 758 be T42 y~i eza }1 mr 'C TI arra TII viww I EUI r la 1 :.„_ Loading CMerie Iyer, Wdnd Crimria Snow CmMIa IP9,Mn PS9 ;mcsl Criteria ♦Maximum Reacllons(lbs) TCLL 20.00 W iad sb: ASCE 7-10 Pg:NA Ct NA CAT:N PP Deduction in loc t/tled LM Loc R I U /Rw I RM1 I RL IW TCDL: 7.00 Speed 130 mph PF.NA Ce:NA VERT(LL): O.WTB 999 240 G 329 /79 1110 I- /14 /3.0 BCLL: 0.00 Enclosure:Cloual Lu:NA Ca:NA VERT(TL): 0.012 B 999 IN D 283 11M 11N /- I- 1- WDL: 5.00 Risk Catagay:II S.Duration:NA HORZ(LL«-0.009 D - - Wind reaclbns based on MFRS Das LIF 32.00 E%P:C HORZ(TL):0.013 D - - G Min Brg Width Reg= 3.0 Mean Height 17.20 d Code I MHC OMada Creep Facto[1.5 D Min Bq Wim,Reg= - N.ffit:10.N 9 Bearing G Is a rigid ember. Sofic 2.00 TCDL:0.2 Pst BH9 Cada: FBC 2014 RES Mex TC CSI: 0.59) Load Duration:1.25 BCDL:3.0 psf TPI SM: M07 Max BC CSI: 0.384 Maximum Top Chord Forces Par Ply(IW) Spacing:24.0" MFRS Parallel Did:h b 2h Rep Factors Used Yes Max Web CSI:0.232 Cousin Tere,COmp. Chords Time Comp. C&C Dist w 3 OO If FTIRT:W(OY10(0) Mfg SpecuraT Camber GCpi:018 Plate Type(.): A-B 0 -51 B-C 0 0 Wind Duration:1.80 WAVE VIEW Ver,15.01.01C.Mll-00 Lumbar Hangers 1 Ties Maximum But Cbertl Forces Per Ply ChoNs Tere.ComD. Chords Tenn. Carp. Value set 13B(ERedive 6112013) ber fe uNns,a .pra4esaMwlcilatrnmecUons am sons.ed n Top chord 2x4 SP M2metp e F-E 9 -25 E-D 108 -R Bot chord 2x4 SP K2 Conditions require to different connections than iMi®led.Refer b manufoclurer U b.gaining SP#3eg2 Sending muest WearWebs ]Web Forces Per PM QM) :Li Bearing Leg 2xd SP Xi: Webs Tans.Canp. Webs Time. C.P. Lumber value set'IM'uses design values Bearing atlaatlon x=711"8 uses the followitg approved 1/302013 by ALSC B�'�9D (711"8,11'1"21LU526 A-E `.. 0 -2W B-E 334 -321 Supportia3 Member(2)2x8 SP SS Dense G-A 0 -124 B-D 53 -141 Sordoni inowsin'Nng G-A 10 -307 C-D 153 -1fi1 (a)Continuous lateral restrain)egualty spaced on member, F-G 0 -124 member. Into supported member, Plating Notes Plats sized for a minimum of 4.00 sq.in/piece. Wind Wind loads based on MW FRS ism additional CSC Pudins member design. In lieu of sbuMnal parols or rigid ceiling use purlins Right end vertoal not expanded!to wind Western. to laterally brace chords as follows: Chord! Sposonno oc) Starl(d) End(d) TC 24 -0.29 7.92 BC 95 4.00 7.92 Apply pudire to any chords above or below 011em at 24"OC unless shown othervdse above. Loading Tmss passed check for 20 of additional bottom chord live load In areas with 42--high x 24"-wide domence. Additional Notes The overall height d this)mss excluding overlow,is 44-9. NOTES: L This drawing is rot suFdent alone for installation. AdMumal'mslmcdons accompanying Mis lower dmwitg.include BCSI 1-03, sh0uld be used in anjunclion with the morriti clued plans during Installation. 2 B Business No.70547I..4 45 Sutbn Park Cou4 byJ. 402,Jecksrdvlls FL 32248904tA21.pOFlaida Engineer APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No,80839 PE No.58544 PE No.71457 Lici gn..hopeaU:atucamr-YpCr-4oaL-aaNO-ooJCaUIa IVca ABCC45 PD BED::1]41PIT111/COM CUSTOM DIy 1 FROM: ORW: T44 Wg1:82.81be I ... 0&2&15 ti all T ep I e L 1 Loading Crllerfa Ipag Wind Criteria She" Orleans p'aPlin Pas) DeBICSi Criteria ♦Maximum Reactions pbs) TCLL: 20. 30 00 Wedged: ASCE]-10 Pg:NA Cot:NA CAT:N PP Deflection in ac Iltlell L& Loo R /U I Rw IRM I RL 1W ].g TCDL: 0 Spear 1mph Pt.NA Ce:NA VERT(LL): 0.003 B 999 240 G 289 /U 1124 /- 159 13.0 BCU- 0.00 Erloaure:Closed W::A Ce:NA VERT(TL): 0.005 B Spot 180 D 283 /113 11281- 1- I- BCDL &W Risk Category:Il Snow Duration:NA H0RZ(LL):-0.033D - - Wind reacdans based on MFRS Des LG 32.00 EXP:C HORZ(TL):-0.01T D - - G Min Big Width Req= 3d NCBCLL 10.00 Mean Height 18.048 Code l Mbc Criteria Creep Factor:1.5 D Min Big Width Req= - Soffit 2.00 TCDL:4.2 psr Bldg Code: FBC M14 RES Max TC CSI: 0.239 Bearing G In a rigid surface. Load Duration:1.25 BCDL 3.0 For TPI Sir 2007 Max BC CSI: 0.170 Spacing:24.0MFRS Parallel Dist In to 2h Rep Factors Used Yes Max Web CSI:0.608 Maximum Top Chord Forum Per Ply plot) CSC Dist a:3 00 it FTIRT:W(OY10i0) Mfg Sp re fed Camber. ChoMs Tens.Comp. Cloaks Tens. Camp. GC,018 Plate Typeis): A-B 33 -134 B-C 0 0 Wind Duration:1.60 WAVE VIEWVer15.01.01C.0811.00 Lumber Hangars I TMs Maximum But Chem Fortes Per Fly(lbs) Value Set:13B(EffeMir&1/2013) Recommended hangar connections em based on Chords Ters.Comp. Chords Tens. Comp. Top chord 2x4 SP p2 Manufacturer tested capacities and calculations. F-E M -92 E-D T] -85 But choml 2,4 SP K Conditions may exist Nat require different Webs 2x4 SP 0 connections Nen indicted.Refer to manufacturer :Lt Bashing Leg 2x4 SP 93: fabrication for additprel information. Maximum Web Forces Per Ply(Iba) Lumbe,woueset'13B-usesdeagnvaluea Beadngatlocationx=T11.8 useslhefolbfing Webs Ter.Comp. Webs Tena. Comp. aPPmvedt/3020131by ALSO support condnions: A-E 8] 0 B-E 99 -11 Beem,C) (Ttt'8,11'P2)LUS26 G-A Of 0 B-D 241 -218 Plating Notes Buppor4ng Member l2l24 SP SS Dense G-A &1 -476 C-D 54 -85 iMe supporting F-G fi4 0 Plates sized fa a minimum of 4,00 sq.imlpiece, me beq ,.to supported Purina der. In lieu of structural parts or rigid calling use purlins to laterally brace ciiatls as follows: Chem Semanglin oc) Sherrill) EndlB) TO 24 4.29 7,92 BC 95 -0.00 7.92 Apply purlins to any rdords above or below fillem at 24"OC makes shown otherwise above. Wind Wind IoaEs eased on MW FRS with additional C&C member design. Ron end v Mmsl not exposed to wind pressure. "Widened Notes The overall height of this Was excluding mvemeng is 6-0-9. NOTES: 1.This drawirq is not suffil alone for installation. Additional irtmCtions accompanying MIs truss droving,reduce SCSI 143, should be used in oonjunc0on with the arMitectural plans during iongstallation. 2 Apex No,75C]4]4is a 5 Burns Park Court,nies name owned Suite 4Jax 4002.Jacksmnvilla l FL 322308904821 S200Fbrida En9toeer APEX Mkhed G No]bwaki Jeffrey P Amason Derek B Murray PE No.M839 PE No.58544 PE No.71457 wwagn onvei0pe IM:edu�omr-epL I�reae-aaHP-gmrawn wee ABCC45 PIY1 BEGIN:1]1821113/MONO CUSTOM Oy. I FROM: DRWI T46 Wg[]].01M I ... 09Q&15 {b'tt 7'S4 13' 1011 349 5'5'12 e�E T 3 5 2 H 5D r y NXS C / e xx4x1M62 T 1PT1 J art, 4 3'1P15 Tt13 G 51 V4 3'1P15 12 1y Loading Crftsria tpa0 Wind Cd ft S.w CrNMIa 1, ,w PSF) De111C..CMetta ♦Mmtlmum ReacWns(IM) TCLL 20.00 Wise SM: ASCE]-10 Pg:NA Ct NA CAT:NA PP Deflection in be Using L/g the R 1U I Rw /RhI RL /W TCDL: 7.00 Speed 130 mph K.INA Ce:NA VERT(U-t-0093C 999 240 A 431 IN56 /2294/- 1151 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Ca:NA VERT(n):-0.096 O 998 180 F 416 /227 /300 I- 1- 13.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZILIQ-0.049F - Wind reactions brand on MWFRS Dan Ld 32.00 EXP:C HORZQL):-0051 F - - A Min BM Width Req= 2.2 Ni IBM Mean Height 15.00 ft Code I Misc Gillette Creep Factor:1.5 F Min Big Width Req= 15 Soffit 2,00 TCDL:4.2 psi Bldg Code: FBC2014 RES Max TC CSI: 0.445 Beamogs A&F Fcpeip 565we. Load Duration:1.25 BCDL:3.0 pati TPI Std: 2007 Max BC CSI: 0.924 Gran Maximum Top GranForces Per Ply(IM) Spacing:24.0 MW FRS Pare1u1 Dist:>2h Rep Factors Used:Yes Max Web CSI:0.9]3 Chards Top Chords Tens. Carp. C&C Dist to 3.00 ft FTIRT:W(Oy10(0) Mfg Specified Camber: GCpi:0AS Plate Typws): A-B 4]91 -4888 C-D 3538 -3611 Wise Duration:1.80 WAVE VIEW Ven 15.01.016061/.00 B-C 3948-1028 D-E 2392 -2431 Lumber Leading V.I.But:IM(Effective 61lli Truss trensfere a maximum horbonul cad a Maximum But Chord Fomes Per Ply(Iba) Top chord 2x4 SP M31 51M M( 392.92 off)along top chord,from either Crordrdam a Te..Comp. Choice Tena. Cp. Sot chord 2x4 SP W31 diraction,loauppaW where indicated.DePrre9m antl A-H 4319-4414 G-F 4139 conn s are W M designed by Engineer of Record. WeM 2x4A o H-G 4355-4422 :Lt Slider 2x4 SP M3:BLOCK LENGTH= 2.000' Di Ca Loads:51WFordi92.92 Mbr Stall End Care 1: 5108 392.92 TC 0.00 1300 Lumber 1.set'13y uses design values 5108 845.46 BC ..06 1.00 Write TWeb Foran PorPlyes pM) approved 113M013 by ALSC Case 2: 5108 39292 TC 0.00 13.0 Webs Tens.Comp. Webs Tran. Comp. 51 84506 BC 698 13.00 plating Notes Casa 3: 5108M 392.92 T3 000 13.0 H-C 26] -238 D-F 3]3 -518 Plates sized fora minimum of 4.005q.inlpiaca. 51M 84546 BC 6.96 13.00 C-G M -5D E-F 126 -120 Ca. 4: 5108 M546 TC 0.00 13.00 G-D 318 -268 Purlins 5108 04546 BC 6.96 13.00 In lieu of struxural panels or 099 failing use Audi. Dag Lead be wind only. W laterally bade chords as follows: CMN SMoing(in W) Stad(ft) End(ft) TC 24 0.00 13.00 BC 40 0.00 13.00 Apply purlins to any chords above or below filers at 24'OC unless shown otherwise above. Wise Wind loads rased on MFRS with toodforal C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Negative hundreds)of-22W MM.(See Max Reactions table above)Requires uplift omnectlon. The overall Might of Ih'w truss excluding ovedang is 511-]. NOTES: 1.Tru drewing he not sufficient alone for installa4m. Additional instructions accompanying this muss drawing,middle BCSI 1-03, should be useood in corundum with the architectural plans during Installation. 2 B�bess Nol]54]-4]45 SutWn Park Couil,is a fictitious same owned! 9u a402,rJeckSonlw�Ile 1FL 32224a Computation. tS�Fbno Ergin.r APEX Michael G Kozlowski Jeffrey P Arneson Gere,B Murray PE No.80839 PE No.58514 PE No.71457 VOCIIJign Cnvelope lax<JVmml-.e rVOY<-naIWAwLouund i V Ctl ABCC45 i.'1 y.1 SE0N:172801796/MONO CUSTOM 0ry: 1 FROM: DRW: T48 Wg19741bs / ... 0925115 spm m iw I��vl " s } .19 Hxs azu H a .asa 7 in en eauc "a rxes 4aue . w.n s nim - a.r: sna re Leading Criteria tpe0 Wlntl Create Srww Croatia lFamn reFl DeMM Criteria ♦Maximum Reactions(lW) TCLL 20.00 Wind SIE: ASCE 7-10 Pg:NA Ct NA CAT:NA PP DeBeUim in loc l-Mall LW Loc R I U /Rw I Rh /RL /W TCDL: 7.00 Speed: 130 mph PL NA Ce:NA VERT(LL): OAMC 674 283 Is gg0 177 /399 I- /251 /5.5 BOLL: 0.00 Enclosure:Closed Lu:NA Ca:NA VERT(TL): 0.720 C 393 283 J 939 /172 /4221- /- /3.5 BCDL: 5.00 Risk Category.11 Snow Dumdum:NA HORZ(LL): 0.173 C - - West reaalum based oa MFRS Des LLL 3240 EXP:C H0RZ(TL):02W C - - P Min Brg Width Reg= 1.5 NCBCLL: 10.00 Mean Height 15.481 Code I Msec Criteria Creep Faclor.1.5 J Min Bq Width Req- 1.5 Sof M: 2,00 TCDL:4.2 pef BMg Code: FBC 2014 RES Max TC CSI: 0.828 Bearings P 8 J Fcperp=%5po. Loaf Duration:1.25 BCDL:3.0 psi TPI Sri 2007 Mex BC CSI: 0.491 Spading:24.0MFRS Parallel Dist:It to 21h Rep Factors Used Yes Max Web CSI: 0.615 Maximum Top Chem Force Per Ply(1ba) CBC Dist a:3.008 FTg4T:30(ON10(0) Mfg Spesilnd Camber: Chords Tens.Co np. CMNs Tens. C.P. GCpi:0.18 Plane Type(.): A-B 10-1415 E-F 88 -7% Wind Duration:1.60 WAVE VIEW Ver:15.01.O1CA811A0 B-C 101 -1198 F-G iW -471 Lumber Additional Noes C-D 181 -11M G-H M -3B Value Set:13BIEgectirro(YU013) lbe overall MlgM Wille Wes axtlutlng oveTeng is D-E 78 -782 Top Mord 2x8 SP SS Deree:T22x6 SP o2: 10.2-if. But choN 2x8 SP SS Dense Chance T Bot Comp Fatima Par Ptyes. Webs 2x4 SPM We 2x4 SP M-30: CM1atls Tens.Comp. GMrde Tare. Comp. Lumber value set'1311'uses design values A-N 1305 -472 L-K 910 -313 approved 1Y 013 by ALEC N-M 975 -310 K-J 289 -108 M-L 975 -340 J-1 0 0 Bracing (a)Continuous lateral reassure equally spaced on Maximum Web Fortes Per Ply(lbs) member. Webs Tens.Comp. Webs Tens. Carp. Plating Notes B-N 222 -547 F-K 559 -1662 Plates sized for a minimum of 4,00 sq.inJpierw. N-C M -11 K-G 11% -402 D-O 99 -212 G-J 362 -962 Pumas O-L IM -190 H-J 75 -89 In lieu of structural panels turgid taling use purlins 0-F Im -194 to laterally brace cMrds as follows: CMM Sp..,(,n on) Stari(8) Erall TC 24 000 2325 BC 120 0.15 23.75 Apply purlins to any Gtortls above or below fillma at 24"OC unless shown otherwise above. Leading Truss Passed check or 20 pat asset Mitom chord we load in areas with 42'-high x 24'-wide clearance. Wind Wind loads based an MW FRS with atlditonal C&C member desgn. NOTES: 1.This drawing is not sufficient alone for installation. Atltldional intonations accompanying this buss scanning,include BCSI 1-03, should be used in conjunction with the architectural pleas during inslalla8on. Z Apex Technology is a 8clieous name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business Na.7547-4745 Suuan Fare:Court,Suite 402,JacksonNll,FL 32114-904.8215200 APEX Michael G Kozlowski JeKtey P Amason DerOk B Murray PE Na,WM PE No.58544 PE No.71457 UOLllalgn cmerope V:eau.amr-`ACI-4a,e-o J/ tmaI,t,UUY wC`J ABCC45 Pryor SE0N.92581 TT5IC0MN CUSTOM D7 1 FROM: DRW: T50 Wgt 190.1 lbs / ... 0925/15 a exrQx a t.I I we rwe aw- e le Illi .won yore ... rat r>ff nr a -Si Loading CrSerM(MO Wind CNMHa Snow Cd da(Pa.Rx PSF) Defl/CS1 Crllerla •Maximum Reactlona pba) TOLL: 2000. Wind Std ASCE Td0 Pg:NA Ct NA CAT:NA PP Deflection in ice Udell t/8 Lec R I U I Rw I Rh /RL IW TCDL: T.00 Speed 130 mph Pf:NA Ce:NA VERT(U-k 0.419C 675283 P 908 /82 1401 I- /237 I5.5 SCLL: 0.00 Enclosure:Closed Lu:NA Ca:NA VERTiTLk 0.721 C 393 283 J 913 /178 1409 /- 1- 13.5 BCDL: 5.00 Risk Category:11 S.Chari NA H0RZ(LLr 0.173C - - Wind notation.based on MFRS Des Ld: 32.00 EXP:C HORZ(TL):0.297 C - - P Min BM Width Req= 1.5 NCSCU-:10.00 Mean HegM:15.22 it Code l Misc CMada Creep Factor.1.5 J Min Bry Width Req= 1.5 Seat 2.00 TCDL 4.2 psf BMg Code: FEC 2014 RES Max TC CSI: 0.619 Bearings P&J popery=Ni Load Duration:1.25 BCDL:3.0 psf TPI SM: 2007 Max BC CSI: VAN Spacing:24.0- MFRS pleaded Diet:h to 2h Rep Factors Used Yes Mex Web CSI:0.607 Maximum Top Clients Forces Per Ply plat C&C Dist a:3.01)it FTIRT:30(Oy10(01 Mfg Specified Camber: Chords Tens.Comp. ChoNs Tens. Comp. GCPi:0.18 Plate Ti A-S 94-1414 E-F 108 -750 Wind Dure0on:1.80 1 WAVE I VIEW Ver:15.01.010.0611.00 B-C 1M-1195 F-G 33 -196 Lumber Additional Holes C-D 181 -1119 G-H 33 -75 Value Set:13B(Egedive 61 The overall height of this Vuss excluding overhang Is D-E 95 -777 Top Mad 2x(I SP SS Dome, T2 2A SP g2: &&7' Maximum Bol Chord Fortes Par Ply(Ibe) T3 2x,1 SP era: Chords T.os.Comp. Chords Tons. Camp. Sot MON 2x8 SP SS Dense Web.ad SP g3:W42x4 SP M-30: A-N 1300 -469 L-K 908 -319 Lumber value set'1313'uses design values N-M 972 -346 K-J 0 0 approvedt/302013by ALSC M-L 9R -306 J-1 0 0 Bracing Maximum Web Forces,Per PM(lbs) (a)Continuous lateral restreim equally spaced on Webs Tens.Com, Web. Tens. Comp. member. S-N 219 -553 F-K 8J9 -1568 Plating Notes N-C 252 -11 G-K 163 .17 Plates shed for a minimum of 4.00 sq.inlpiece. D-0 99 -214 K-H 638 -274 O-L M -169 H-J 311 -710 Potline O-F SITS -93 In lieu of structural Parti or rigid ceiling use purlins to Iatxally braes chords as follows: Chad Specing(in act Stad(d) End(S) TC 24 0.00 23.25 BC 120 0.15 23.75 Apply purlins W any chords ahwe or below Miers at 24.0C unless shown oihennas above. Loading Toss p...ell check for 20 of addiaanal bottom choN live load in areas with 42--high x 24--wide deamnae. Wind Wind loads based on MFRS with additional C&C memhordesign. NOTES: 1.no showing is not sufficient alone fa inslaaahon. Addit'cnel instmairms accompanyirg this Imes drawing,include SCSI 1-03, should be used In conjunction with the architectural plans during insblliki 2 B aness nolo54T-47455u name Park Cour Led buiteJok�x Tckwnvoge Iii FL 32224FloridaCorporation. Flonda Engineer APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray ®' PE No.W839 PE No.58544 PE No.71457 w .zxgn envelope Iv:esvclaLor-YaC -vena-wfLo-ooscovvY VC`J ABCC45 Py:1 SEON:17252/7991 COMN CUSTOM Oty. 1 FROM: DPW: T52 WgL 189.0 Ina I ... 0&25/15 <'1n•8 6B I]B9 14YJ 1@ 1[M. R1Y • 4'109 1Ta ]t9 119 ]'YI] a.Tffx T4' F Gn X n "vas waxap 0 Is a� aJ f.)r 1 a=che xNMe .. .7xaN1t �@ M L K J I diel er4 Is @1.12 em]10 14• w4X5 zs•a W 4� au ur Mv12 + ani a2v9 Lo cling Crumbs Ipso WirN CrdeNa Snow Ora la(Pg.m a PGFI DeMSI CeMeda A Maximum Pasadena(HIM) TCLL: 20.00 Wind Std ASCE7.10 Pg:NA CI:NA CAT.NA PPDeflection in lec IJdeB LIN Loc R /U /Rw 1Rh /RL /W TCDL 7.00 Speed:130 mph K.NA Ca:NA VERT(LLA 0.500C 566 283 p 914 /103 /4011- /193 /5.5 BOLL: 0.00 Enclosure:Closed La:NA Ca:NA VERT(IlF 0.857 C 330 283 J 931 /1W /389 l- /- /35 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.207 C - - Wind revenues based on MWFRS Des Ld: 32A0 EXP.C HORZ(TL):0.355 C - - P Min Be,Width Req= 1.5 NC8CLL:10.00 Mean HegM:15.004 Cade/MSc Cdtarla Creep Factor:1.5 J Min Big Width Req= 1.5 SOMI 200 TCDL 4.2 gsf Bldg Code: FBC 2014 RES Mex TCCSI: 0.571 Beann95 P 8J Fcmm=555psi. Load Duration:1.25 BCDL 3.0 psf TPI Std:2001 Mex BC CN: 0.525 SpacNlg:24.0- MFRS Parallel Dot:h to 2h Rep Factors Used Yes Max Web CSI:0.797 Maximum Top Cbord Fercaa Per Ply(Iles) CBC Dist a:3 008 FTIRT:W(Oy10(0) Mfg Specified Camber. Crotch Tens.Comp. Chatls Tans. Camp. CC,(I.18 Pude Type(s): A-B TO-1361 E-F N2 -BBB Wind Duration:IN WAVE,HS VIEW Ver.15.01.01C.0611A0 B-C 180-1141 l142 -W8 Lumbar AtltliWnal Nobs C-D 212-11182 G-H 0 0 Value Set:13B(Ededhw 6/12013) The overall height of this W»excluding overhang is D-E 132 -898 Top MON 2.x6 SP SS Career:T22x6 SP 42: &0.7. :732x4 SP Ill Maximum Bot ChoralFOC»Per Ply g. Co Bol MON 2x8 SP SS Dense GhoNa Tena.Comp. Create Tens. mp. Webs 2x4 SP W4&4 SP M30: A-N 12W -443 L-K S15 -307 Lumber value set'1313'uses del values N-M W7 -339 K.J 332 AN apMww1Il302013by ALSO M-L 9Z7 -339 J-1 0 0 Braaing Maximum Web Fomes Per Pty(Iho) (a)Comnuous lateral restraint actually spared on Webs Tens.Comp. Webs Tem.Camp. member. B-N 207 -575 O-L 1258 -223 Name,Notes N-C 248 -49 K-G 1016 -391 Pot»shed fa a minimum d4,W sq inlpie». D-O 125 -282 G-J 401 -IDS F-0 1225 -Ml H-J 57 -83 Purlins F-K 511-1605 In lieu of structural Panels or nged railing use purlins to lateraly brace chords as tallows: Choi Spacinghn act Siad(81 End(tt) TC 24 000 23.25 BC 106 0.15 23.75 Apply pudim to any chords above or below fillers at 24'OC unless shown otherwise above. Loading Truss passed check for 20 lose additional bottom Mad live bad in areas will 42--high x 24"-wide examines. Wed Wind Inds besed on MW FRS with additional C&C member design. NOTES: 1.This tlravdng is not annual alone M installation. Motional iastmdions accompanying this truss drawing,molude SCSI 14133, should be used In coalmdimn with the archilaaural plans during Installation. 2 Bus n.No.151 4745 Sullen Park Court,is a fictives name owned!by uite 40Jax 2.Jimp sonlvi IF,3�21Na 9Commm1.5MFlMda Engineer III APEX full G Kozlowski JeBrey P Arneson Derek B Murrey ®' PE No.W839 PE No.58544 PE No.71457 La""olgn rnvelope IV:e..,.,-tlaCI,cm,. axO t,d,m IVCY ABCC45 Ply:1 SE0N:17248/T90/COMN CUSTOM City, I FROM: DRW: T54 Wg1:179.2 IN I I / ... 091215 W3'10 .44.1V8 Gs• t4• trs.4 1T/'d2 Yr14 2z11R Pa ' 4'1P8 I As + rs � aa4 33y^ y��4 rr14 /qyg \4 /3 aD E as 12 57 p awc \2%3B V-4 1 .3x4(AI) T%r P y�tPt'2 N M L K fres •4%•5 BTt2 •9%8 �. a4x8 zv1B �4%10 2Wto 6'4-4 tz tmy 21YTto 13't'4 -„! Leading CAeda hon Wind Crlleria Snow CrBxla IP9WMP9F1 DaIYCSI Criteria ♦Maxlmum ReaCUoneE3(IN) TCLL: 20.00 WIW SM: ASCE T-10 Pg:NA CC NA CAT:NA PP Catechism in M LAbfi LJII Loc R /U /Rw I RibI RL /W TCDL TAO Speed: 130 mph PL NA Ce:NA VERT(LL): 0.401 C 707 283 P We 1215 /392 I- /205 /85 BCLL: 0.00 Enclosure:Closed La:NA Ce:NA VERT(Ty: 0.712C 397 283 J 919 1257 /337 I- I- 13.5 BCDL 5.00 Risk Category.II S.Duration:NA HOR2(LL): 0.162 C - - Wind reactions baactl on MWFRS Des Lot 32.00 EXP:C HORZ(R):0.2900 - - P Min Brg Width Reg= 1.5 NCBCLL:10.00 Mean HeigM1L 15.00 It Code/Mbc Crgeda Creep Factor 1.5 J Min Be,Width Ra,= 1.5 S : 2.00 TCDL:4.2 par BNB Cotte:FBC 2014 RES Max TC CSI: 0.831 Beanngs P 8 J Popery•565pa. Load Duration:1.25 BCDL 3.0 pelf TPI Std 2007 Max BC CSI: 0.930 Spsda,24.0" MFRS Farelkl Dist:1,12 W M1 Rep Factors Used:Yes Max Web CSI:0.939 Maxlmum Top Chand Fames Per Ply(Ibs) CBC Dist a:3.008 FTIRT:30(0)110(0) Mfg Specified Camber, Chance Teos.Canp. Chards Tena. Corn, GCpi:0.18 Plate Typels): A-B 367-1506 E-F to dw Wind Duration:l.fi0 I WAVE I VIEW Ver:15.01.01C.061 1.00 IB-C 312-1337 F-G 176 -470 Lumbar Additional Notes C-D 056-1185 G-H 176 -478 Value Set:13B(EBetlrie 0/1Y1013) The ovemli height ofthis Was exduding ovmming is D-E 167 -699 Top chord as SP 12 -7' BM chord LB SP O2 Maximum Bot Chord Fomes Pm Ptyn. Web.2x4 SP W42x4 SP d2: ChoNa Tena.Comp. Chords ]atm. Comp. Lumber value sat"136•uses design values A-N 1435 -523 L-K 1021 -385 a ppmved1130.2013by ALSC N-M 1078 -408 K-J 0 0 M-L 1076 -408 J-1 0 0 Plating Note. ('•)1 plates)require special occasioning,Refer to Maximum Web Forces Per Ply(lips) ..led plate plot details for special posharing Webs Tena.Comp. Wats Tens. Camp. requirements. Plates sized fora minimumo44.00 .in./pine. B-N 223 -591 F-K 506 -1320 N-C 313 0 K-G W -175 Purlins O-O 231 -411 K-H 1061 -390 In lieu of structural panels or ngid ceiling use purlins O-L 935 -158 H-J 409 -1025 to InNmlly brace chords as rolloas: O-F 915 -161 _ Choral Spacing(in act Stad(h) End(8) TC 24 0.00 23.25 BC 91 0.15 23.75 Apply purlins to any chand5 above or below,fillem at 24.OC unless.hoan otherwise above. Loading Trus.passed check for 20 psi mourned bottom chain live load in areas with 42"Ligh x 24'-vdde distance. Wind Wind loads based on MW FRB vnlh additional CSC member design. NOTES: 1.This drewin9 is not sufficient alone for headman. Additional instructions accompanying this muss drawing,include SCSI"3, should be used in conjunction w4b the architectural plans during installation. 2.Apex Technology is a fictitious name armed by lax Apex Technology Inc.,Funds CapOralgn. Fkaida Engineer Borman No.7547-4745 Sutton Park Crack,Suite 402,Jacksonville.FL 32224-904.821.5200 APEX gel Michael G Kozlowski Jefrey P Arneson Cerek BMurray PE No.61 PE No.58544 PE No.71457 Locum".connopetO:mummy-sou-root-aona-000ravva lrcn ter. , .,c..n. .v.,., ,,,,..,.... CUSTOM Oly: t FROM: DRW, T56 WgC 168]lbs I ._ 09/28/15 8'11.8 2.5.6 4Y0•B 6'6' 12' + 14' F 17Wit - � 22'1�23Y1 fl W8 17.8 3.0..10 2' 34.4 5'812 10• E 114X5 - =4 G E'- T1 F 4X8 BRS m3X8 H 12 (3X30 5 N P=3X3 ,4MC (a) O or \2X48 =4X4(A1) 1I � G 1 ML K S4.4 ST12 =8X8 5712 =5X5 5'5.8 IIIH0310 Bed 12• 17712 23Y1 �A Y39• Loading CrlNM hi Wind Costae Snow Cilterls(P,PIFPSF) DBIBCSI CrBarla A Maximum Rea.U.g1a) TCLL: 20.00 Wind Std ASCE 7-10 Pg:NA Ct NA CAT:NA PP DefiaLon in lot Ude, Lip Loc R /U IR. /Rh /Rd. IW TCDL 7.00 Speed: 130 mph M:NA Ce:NA VERT(LL): 0.216 C 999 283 O 913 1361 15% /- /148 15.5 WILL: 0.00 Enclosure:Closed to:NA Cs:NA VERT(TL): 0.443 C 639 263 J 9)4 /343 1449 /- /- 13.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.084 C - - Wind reactions based on MWFRS Des Let 32.00 EXP:C HORZ(TL): 0.174 C - - O Min Big Width Par,= IS NCBCLL: 10.00 Mean Haight 15.00 it Code/Mist Criteria Creep Factor,1.5 J Min Big Width Req= 1.5 SOMI 2.00 TCDL:4.2 par Bldg Code: FBC W44 RES Max TC CBI: 0.762 Beamgs O 8 J Pepsin=5650. Load Duration 1.26 BCOL:3.0 pd TPI SW: 2W7 Mex BC CSI 0.908 Spacing:24.0• MWFRS Parallel Dist 0 to h2 Rep Factors Used Yes Max Web CSI: 0.942 Maximum Top Chord Forces Per Pty(la) CBC DIM a:3.00 it FTRtT:30(ON10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Camp. GCPi:0.18 PMte Type(sy A-B 766-1782 E-F 391 -W Wind Durotldn:1.60 WAVE,HIS VIEW Ver 15.01.010.0611.00 B-C 679-1589 F-G 516 -1122 Lumber Wind C-D 589-1379 G-H 536 -1251 Value Set:13B(E(fechas 6/1/2013) Wind loads based on MWFRS with additional CBC D-E 352 -SBI Top chmrc 2x4 SP k2:712x8 SP g2: member design. Maximum But CM1ON FOrees Per Ply Oba) Bot Websleard SP p2 Additional Notes CM1mds Tens.Comp. Chords Time. Camp, Webs 2x4 BP d3:Wfi 2x6 BP U2: Lumber 1dlluaset•3by ALes design values The overall height of this brass excluding weTang is A-M 1627 -690 K-J 0 0 appmvet 1/302013 by ALSO 45-7. M-L 1324 -90 J-I 0 0 L-K 1324 -570 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibe) member. Webs Tens.Can, Webs Tens. Camp. Special Loads B-M 197 -513 O-G 111 -95 -(Lumber Dur,Fac=1,25/Plate Dur.Fac=1.25) M-C Set -15/ O-P 128 -320 TC-From 55 pd at 0.00 to 55 pit at 12.00 D-N 327 -834 G-P 294 -373 TC-From 55 p,at 12.00 to 55 pit at 14.00 E-N 260 -122 P-K 337 -403 TC From 55 pit at 14.00to 55 pit at 23.25 N-F 265 -612 K-H 1571 -M BC From 10 pit at OOO to 10 pit at 8.65 N-O 54 -094 H-J 465 -1072 BC-From 50 pit at 8.65 to 50 pit at 15.39 F-O 108 -56 BC-From 10 pit at 15.39 to 10 pit at 23.25 BC-From 64 pit at 2325 to 64 pit at 23.75 Plating Notes Plates sized for a minimum of 4.00 sq.indpiece. Paribas In lieu of smuctural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spedi-I oc) Stan(,) End(,) TC 24 000 23.25 BC 100 0.15 23.75 Apply xidins to any coats above or below,fillers at 24'OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone fa Installation. Addibanal bnstructbns accomparwng this buss drawing,induce SCSI 1-03. should be used in conjunction wit the architecWral plans during installation. 2.Apex Technology is a tensions name owned by Jax Apex Technology Inc.,Floods Corporation. Foods Engineer Business No.7547-4745 Sudors Park Count Suite 402,Jacksonville,FL 32224-904.8215200 PP E X Michael G Kozlowski Je,my P Arneson Derek B Murray • - PE No,60839 PE No.58544 PE No.71467 .OcwiBn o,nvmape lv a...or-7or.Y9rta4..,dsa..raa ABCC45 Py 1 SE0N:172621 T80 I C0MN CUSTOM Cry: 1 FROM: DRW: TSB Will:119.0 IN I ... 09/25115 sriz 1Y 1s z+•1r ' 6•x•12 ssa s sin• T G=4x4 12 5 2 /4x65 0m R E T E3X4(B2)A Pao = .74X5 v,2 firs =4 s 1 H 1' 113%6 B't' 511• Ii 676 fiY• tY 18'3.6 23-11' "ding Chi[etia going Wind Creeds Snmv CMerla(Putin PSH Da MCanada 4MaAMuM Reactions(lbs) TCLL: 20.00 Wn SN: ASCET-10 Pg:NA CL NA CAT:NA PP De0emed in be We 1./B Lou, R IU IR. /Rh IRL /W TCDL: 7.00 Speed: 130 mph K.NA Ca:NA VERT(W: 0.085 H 999 286 A 702 1236 /3M I- 1120 /5.5 BCLL: 0.00 Encbsum:Closed Lu:NA Ce:NA VERT(TL): 0.164 H 999 288 F 777 1249 /3061- 1- /5.5 BCCL: 5.00 Risk Curti II Snow Oumeon:NA HOHZILLY 0.028F - - Wind modern based on MWFRS Des Ld 32.00 EXP:C HORZ(TLy 0.051 F - - A Min Brg W ism Rea = 1.5 NCBCLL 10.00 Mean Height 15006 Code I MM CHUM Creep Factor.1.5 F Min Bry W idth R y= 1.5 Sufic 2.00 TCDL 4.2 pat Bldg Code: FBC 2014 RES Max TCCSI: OAN Bearings A B F Foperp=565psi. Load Daughter 1.25 BCDL:3.0 pst TPI Std:2007 Max BC CSI: 0.971 Spacing:24.0• MFRS Parallel Dist:0 U N2 Rep Factors Used Yes Max Web CSI:0.739 Maximum Top Chord Forces Per Py(IW) CBC Dist a:3.08 FTIRT:wplyl0I0) Mfg SpecBbd Cambs: Chorda Tem.Com, Chords Tens. Comp. GCp:0.18 Plate Type(s): A-B 986-1471 C-D 017 -1060 Wind Dure6on:1.60 1 WAVE VIEW Ver,15.01.010.0611.00 8-C Ins-1050 O-E 918 -1200 amber VMaximum But CDON Fortes Per Py(IDs) Value Sec 134IEflediva 61112013) Top MON 2x4 BP M2 Chards Tem.Comp. Chords Tens. Canp. Bd MON 2x4 SP 62 A-1 1291 -914 H-G 1318 -970 Webs 2.4 SP I-H 1293 -916 G-F 14 -7 Lumber value set'138'uses design values approved 1130!2013 by Al-SC Maximum Ward,Forces Per Py(Ibs) Plming Notes Waste Time Comp. Webs Tens. Camp. Plmes sized fora minimum 0400 saintliness. I-B 160 0 D-G 496 -556 B-H Sam -456 G-E 1386 -1014 Purlins C-H 430 -01 E-F 538 -749 In lieu of structural Panels or rigid ceiling use turns H-D 346 -471 to Iatemlly brace Mads as bllows' Chord Specinghn ac) Start(8) Endlh) TC 24 0.00 23.92 BC 107 0.08 23.92 Apply purlins to any MONS above or below fillers at 24.OC unless shown otherwise above. Wind Wind loads based on MW FRS with additional C&C ember design. Right end vesical not excesed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 56-7. NOTES: 1.This denting g not sufficient alone for installation. Additional instruments accompanying this truss drawing,include BCSI 1-03, should be used in coat ion win the erabitimmal plans during Installation. 2.Apex Technology Is a fictitious name owned by Jax Apex Technology Inc.,Florida Coryomibn. FbMa Engineer Business No.7547-4745 Sudan Pant COW,Suite 402,Jacksonville.FL 32224-904.821.5200 APE X Michael G Kazbwski Jeffrey P Amason Derek B Murray PE No.60839 PE 11581 PE No.71457 uocualgn rnyelope 1.u:moeoeol-aoc t+Inn400NPeoJoeVun won ABONS Plya SEDN:InI0/T76/MONO CUSTOM Omy: S FROM: Di T60 Wg1:BB.B Me I ... ddr2415 ' 511'12 138' _ � 8'11.13 8'B'4 Y2K4D 12 4 p s4 SC n s K4I MUMMIES T A 1+Y 1017 To I4>9/ 6'10' 510 6'10' 13'6' Leading Criteria den Wind Crimda Snow CN a loop11n asp) DeMCSI Criteria A Maximum Reactions(Ibs) TCLL 2000 WIM Sb: ASCE T-10 Pg:NA Ct NA CAT:NA PP Deflection in be i LM Loc R /U 1 Rw I Rh /RL /W TCDL: 7.00 Speed:130 mph Pf:NA Ce:NA VERT(LLY 0.029 F BOB 240 A 443 1171 1373 /- /113 /15 BCLL 0.00 Enclosure Closed Lu:NA Cs:NA VERT(TL): 0.040F 999180 E 443 /197 1376 /- /- /- BCDL: 500 Risk Category:11 Snow Dummied:NA HORZ(i4.0158 - - Wind leaders based on MWFRS Des LC: 32,00 EXP:C HORZ(TL):-0.022 B - - A Min Big Width Req= 1.5 NCBCLL 10.00 Mean Height:15.W ft Coda I Mlac CMeda Cheep Factor.1.5 E Min Bm Width Req= - Somt 2.00 TCDL:4.2 If Bbg Cade: FEC 2014 RES Max TCCSI: 0.663 B.rhq A Fri-St i. Land Duston:1.25 BCDL:3,0 Mif TPI SM: 2007 Max BC CSI: O.Ty1 Sparing:24.0MFRS Postal Dol:h to 2h Rep Factors Used:Vu Mex Web CSI:0.662 Maximum Top Chord Forces Per Ply 4111 CSC Dist a:1001 FT/RT:30(0y10(0) Mfg Speeded Camber Chords Tem.Comp. Chorda Tem.Comp. GCpi:0.18 Plate Tymi A-B 01 -748 C-D 47 -Tl Wind Daemon:1.60 HS,WAVE VIEW Ver.15.01.01CO611O0 B-C Gtl -670 Lumber Additional NOW We.Set 13B(Md.611/2013) The overall height of this Wu excluding overhang is Maximum BM Chord Fortes Per Ply gl s) Tap clnrd 2x4 SP d2 56-15. CMrds Tens.Comp. Chords Tens. Camp. Bot chord 20 SP Y2 A-F 595 -691 F-E 592 -680 Webs 2x4 SP M3 :Lt Slider 2x8 SP Ira:BLOCK LENGTH= 1.500' Maximum Web Fomes Per Ply(iths) Lumber value set'IM'uses design values Webs Tens.Comp. Webs To... Comp. approved IM0013 by A-SC F-C M -396 D-E 127 -148 Plating Notes C-E 748 -80.9 Plates sized bra minimum of 4.00 sed JeJpiece. Purlins In lieu of structural panels or argot ceiling use purlins lP laterally brace Mads as idbws: Chord Spadd in ocl Sbdll) End(8) TC 24 0.00 13.67 BO 120 0.00 13.67 Apply purlins to any Mords above or below Mars at 24'OC unless shown omerwice above. Henget I Ties (J)Hanger Support Required,by others Wind Wind loads based on MW FRS Wim additional C&C membe,design. Right end vertical.t exposed to wind Pressure. Leff bosom chord exposed to Wintl. NOTES: 1.This dewing is not sufficient alone for sentence Additional instructions accompanying this Wes daddi include BCS1143, should be used in conjunction wM the architectures plans during installation. 2.Apex Technology is a fictitious name mend by Jax Apex Technology Inc.,Florida Consortium. Floroa Engineer Business,No.No.75 -4745 Sudan Park Could,Suite 402,Jacksonville,FL 32224-W4,821.5200 APEX Michael G Kozlowski Jeffrey P Amason Derek B Murray PE No.60839 PE No.58544 PE No.71457 wwatgn envelope v:ewcpepnnoe h-ren4-gpnaawcpwa wen ABCC45 Ply I SEON:17198/T12/VAL CUSTOM Gly: 1 FROM: DRW: w1 Vigil,36.4 es / ... 0925115 8"5 3'S"10 49.4 6'1"10 9D"a 9'7.4 ss 2'1rs + ra•102'10•s C=4x4 T12 6 � B D r 0 r =3X4(D1) =3X4((D1) 11 1 A E 25'4.7 6"5 2'11.5 H 1'4" 1'4• F 2'109 7.1 49.10 6'1.10 9'0.3 9T Loading Crltada pub Wind Criteria Srmw Cdeda(P9Whn h SF) DsxMCSI Cr da 4MMiMUM Reactions Obs),cr+PLF TOLL: 20.0(1 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT:W PP Deflection in bcude8 L/4 Loc R /U /Re, /Rb IRL IW TCDL: 700 Speed: 130 mph Pt.NA Ce:NA VERT(LL): 0.002 H 999 240 , 59 /256 /224 /- ITS 1115 BOLL: 000 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.005 H 999 IM Wind reaction haeell on MAt BCDL: 500 Risk Category:11 Snow Duration:NA HORZ(LLr41.001H - - I Min Big With Reg- - DesLd 3200 EXP:C HORZ(TL):-0.002F - - Bearing l FWery=5650. NCBCLL:1000 Mean Height 26.95 fl Code I mi..Cried. Creep Factor.1.5 SOMI: 2,00 TOOL:4.2 pat BHB Code: FBC 2014 RES MM TC CSI: 0.141 Maximum Top Chord Forty Pat Pty(Iles) Load Dumdon:125 BCDL:3.0 pat TPI SM: M07 MM BC CSI: 0.079 Chords Tens Comp. Chmds Tena. Comp. Spacing:24.0" MFRS Parallel Dist:O to h2 Rap Fetors Used Yes MM Web CSI:0.030 A-B 77 -45 C-D M .14 CBC Dist a:3.W4 FTIRT:30(0Y1 M0) Mfg Spedfed Camber. B-C 54 -5 D-E 70 -50 GCpi:0.18 Plate Type(s): Wind Duration:1.60 1 WAVE I VIEW Ver.15.01.010.061100 Maximum But Chord Fomes Par Ply iles) Lumber Chords Tens.Comp. Chords Tena. Comp. Value Set l3B(EBedive6'112013) A.H 75 -37 G-F 83 -41 Tap chord 2x4 SP 43 H-G S3 -41 F-E 75 -42 But chod 2x4 SP 43 Wales 2x4 SP 43 Maximum Gabe Forces Per Pty(lbs) Lumber value set-1 uses design values Gables Tens.Comp. Gabes Taw.Comp. approved 11302013 by ALSC B-H 148 -133 F-D 147 -129 Plating Notes C-G 0 -92 All plains am 3X3 Mcepl as nWetl. Plates sized fora minimum of 4.00 m.indpiece. Purlins In lieu of structural panels or rigid wiling use pudina e Iaemlly brace chords as follows: Choly SpassyMem) Sedlfl) EM(9) TC 24 067 8.87 BC 75 0.53 9.02 Apply purlins Id any dwrds above or belax fillers at 24'OC unless shown othem+se above. Wintl Wind loads based on MFRS with additional CBC member design. Additional Notes Sae DWGS A140MENC101014 8 GBLLETINIO14 for gable Wind bracing requirements. Sea DWG VALIW101014 ler valley details. The overall height of the more excluding ovediang is 2-t0-7. NOTES: 1.This drawing is not suF6enl alone for revision. Mightiest instructions accompanying this tmM training,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Business Noex 7607-4745 Sutton Pan,Cis a fictiong name ourt,Suite 4Jmc 02 Jacksonv�41R 322248904A2152p0Fbnitle Engineer APEX Michael G Kozlowski Jegrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ..Mu ngn mnvel0p.rax:eavoomnvou-rna<-oaw-ow�owaIwo ABCC45 Ply.1 SEON:17258/T31 IV& CUSTOM Dy: 1 FROM: DRW: V03 Wgt30.81bs / ... 092&t5 ' 4'0.12 811.8 4Y1'12 40'12 B-4x4 T 12 Bo 1 �-3X4(01) -3X4(01) A C 26L'2 81R 1112M d'0'12 d'0'12 4'0.12 i 81'8 Loading Cmerl.(yen W1red Cmeda Same Create IP9Prn Par) 001IM31 Cdada ♦Maximum Rear s(Its),or'=PLF TCLL: 20.00 WindStd ASCE7-10 Pg:NA Ct NA CAT:NA PPDefectlon in be Ude, t/3 Loc R /U /Rw IRh IRL 1W TCDL: 7.00 Speed 130 mph Pi:NA Ce:NA VERT(LL): 0.007 D 999 240 M 68 1123 1208 I- I70 197.5 BCLL: 0.00 Enclosum:Closed Lu:NA Cs:NA VER7(TL): 0.015 D 999 180 Wind resections based on MIFFS BCDL: 5.00 Risk Category'.It Snow Duration:NA HORZ(LL):4).003 D - - A Min Brg Width Req= - Des Ld: 32.00 E%P:C HORZ(R):-0.0080 - - Bearing A Fcyerp=555ps1. NCBCLL:10.00 Mean Haight 28.05 it Coda l Mac Cdteda Creep Factor:1.5 Soffit 2.00 TCDL 4.2 psf BMg Coda:FBC 2014 RES Max TC CSI: 0.198 Maximum Top Chard Forces Per Py(lbs) Load Dumbon:1.25 BCM:3.0 pet TPI SM: 2007 Max BC CSI: 0.10 Chorde Tens.0 mp. Chords Tens.Comp. Spacing:24.0' MFRS Parallel Dist:h12 to h Rep Factors Used:You Mex Web CSI:0.070 A.B 176 -% B-C 1% -99 CBC Dist a:100 it FTIRT:3g0y10(0) Mfg Specified Camber. GCp:0.18 Plate Type# Maximum Bot Chord Forces Per Ply(Hol Wind Duration:1.80 WAVE VIEW Ver.15.01.01C.0811.00 Chorus Tens.Comp. Chwtls Tena. Comp. Lumbi A-D 148 -105 D-C 149 -105 Value Set:13B(ERecMe&12013) Top chord 2x4 SP p2 Maximum Web Forces Per Py(lbs) Bol chord 2x4 SP 42 Webs Tens Comp. Webs 2x4 SP 43 Lumber value set'1313'uses design values B-D 234 -318 approved 1/302013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.indpiece. Puffins In lieu of structural panels or rigid calling use purlins to laterally brace chords a,follons: Chard Spacing(in x) Slandf EndIB) TC 24 -(),28 7.55 BC 75 443 7.70 '- Apply puMns to any Milds above or below fillers at 24'OC unless an.otherwise above. Wind Wind loatls Mosul on MFRS with adddional CSC member design. Additional NO. See DWG VAL160101014 for valley details. The overall height of the hues excluding overhang is 2-90. NOTES: 1.This Missing is not wMclent alone for installation. Additional instructions accompanying this muss drawing,mdude BCS11-03, should be used in conjunction who Ne amhitecN21 plans during installation. 2.Apex Technology is a fictitious name awned by Jax Apex Technology Inc.,Rowse Corporalion. Florida Engineer Business No.7547-4745 Soros Pad,Count Suite 402.Jacksonville.FL 32224-91MIA21.5200 APEX Michael G Kozlowski Je&ey PAmason Derek B Murray PE No.80839 PE No.58544 PE No.71451 �ocwyn rnveiope iv:toummrao[rvvmcooro-owcowa irce Job#ABCC45 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 81.63 0.00 3 131.06 67.00 20 01'001,00 J01 JACK 8.00112 Pitch 1 -Ply 1 3471 0.00 2 14.31 0.00 3 26,66 32.00 20 03'00"00 J02 JACK 8.00/12 Pitch 1-Ply 1 101.51 8.00 2 43.70 0.00 3 79.74 88.00 18 05100"00 J03 EJACK 8.00112 Pitch 1 -Ply 1 168.32 20.00 2 72.84 1,00 3 131,44 144.00 8 07'00"00 J04 EJACK 8.00/12 Pitch i-Ply 1 235.14 33.00 2 101.94 3.00 3 182.93 202.00 8 01'001,00 J05 JACK 5.00112 Pitch 1 -Ply 1 35.55 4.00 2 13.49 0.00 3 24.32 1700 8 03'00"00 J06 JACK 5.00/12 Pitch 1-Ply 1 100.55 18.00 2 42.54 0.00 3 76.07 46.00 11 05'00"00 J07 EJACK 5.00112 Pitch 1 -Ply 1 165.68 33.00 2 71.24 0.00 3 126.47 74.00 9 04'001,00 108 EJACK 5.00/12 Pitch 1-Ply 1 133.11 26.00 2 56.92 0.00 3 101.35 60.00 1 17'03"00 T01 HIPS 800112 Pitch 1 -Ply 1 1176.99 696.00 2 1176.99 696.00 2 1703"00 T02 COMN 8.00112 Pilch 1 -Ply 1 576.37 288.00 2 576.37 288.00 1 05'00"00 T03 MONO 8.00112 Pitch 1 -Ply 1 777.63 403.00 2 684.24 356.00 1 26'07'00 T04 COMN 800112 Pitch 1 -Ply 1 1266.57 693.00 2 1875.30 1067.00 1 26'07"00 T05 COMN 8.00112 Pitch 1 -Ply 1 888.23 248.00 2 888.23 259.00 1 26'07"00 T06 COMN 8.00112 Pitch 1 -Ply 1 947.30 250.00 2 947.49 250.00 1 26'07"00 T07 COMN 8.00112 Pitch 1 -Ply 1 991.40 245.00 2 991.72 245.00 1 26'07"00 TOB COMN 8.00/12 Pitch 1 -Ply 1 987.24 234.00 2 987.55 234.00 2 26'07"00 T09 COMN 8.00/12 Pitch 1 -Ply 1 987,24 23800 2 987.55 238.00 1 26'07"00 T10 COMN 8.00/12 Pitch 1 -Ply 1 988.62 23800 J2 986.16 239.00 1 26'07'00 Tit COMN 8.00112 Pitch 1 -Ply 1 989.30 237.00 2 987.15 23900 1 26'07"00 T12 COMN 8.00112 Pitch 1 -Ply 1 988.62 237.00 2 986.16 240.00 1 26'07'00 T13 COMN 8 00112 Pitch 1 -Ply 1 993.96 237.00 Page 2 of 5 uocuaiyn rnveiope iu:aovcamraa raoao-oaro-owoouva wca Job#ABCC45 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 783.51 234.00 3 388.72 124.00 1 14'10"08 T39 MONO 5.00/12 Pitch 1 -Ply 1 4e7.41 44.00 2 481.95 114.00 1 08'02"08 T40 COMN 5.00/12 Pitch 1-Ply 1 269.38 57.00 1 2 262.62 23.00 08'02"08 T41 COMN 5.00/12 Pitch 1 -Ply 1 269.38 57.00 1 2 262.62 23.00 08'02"08 T42 CONN 5.00/12 Pitch 1 -Ply 1 329.38 79.00 2 292.62 103.00 1 08'02'08 T43 COMN 5.00/12 Pitch 1 -Ply 1 269.38 50.00 2 262.62 111.00 1 08'02"08 T44 COMN 5.00/12 Pitch 1 -Ply / 269.38 23.00 2 262.62 114.00 9 14'10"08 T45 MONO 5.00/12 Pitch 1 -Ply 1 48].41 44.00 2 481.95 114.00 i 13'00"00 T46 MONO 5.00/12 Pitch i-Ply 1 2293.94 39.00 2 415.98 100.00 4 13'00"00 T47 MONO 5.00/12 Pilch 1 -Ply 1 426.32 39.00 2 420.85 101.00 1 23'09"00 T48 MONO 5.00/12 Pitch 1 -Ply 1 907.84 77.00 2 939.28 173.00 1 23'09"00 T49 MONO 5.00/12 Pitch i -Ply 1 1252.55 77.00 2 939.28 173.00 1 23'09"00 T50 COMN 5.00/12 Pitch 1-Ply 1 907.56 82.00 2 912.57 179.D0 1 23'09"00 T51 COMN 5.00/12 Pitch 1 -Ply 1 90.84 9200. 2 939.28 188.OD 1 23'09"00 T52 COMN 5.00/12 Pitch 1 -Ply 1 913.69 103.00 2 93677 197.00 1 23'09"00 T53 COMN 5.00/12 Pitch 1 -Ply 1 90.84 208.00 2 939.28 265.00 1 23'09"00 754 COMN 5.00/12 Pitch 1 -Ply 1 907.63 216.00 2 919.49 258.00 1 23'09"00 T55 COMN 5.00/12 Pitch 1 -Ply 1 907.84 223.00 2 939.28 252.00 1 23'09"00 T56 COMN 5.00/12 Pitch 1 -Ply 1 778.63 227.00 2 768.50 244.00 1 23'11"00 T57 COMN 5.00/12 Pitch 1 -Ply 1 764.0 234.00 2 774.50 253.00 1 23'11"00 T58 COMN 5.00/12 Pitch 1-Ply 1 782.01 237.00 2 776.56 250.00 1 23'11"00 T59 GAEL 5.00/12 Pitch 1 -Ply 1 1341.90 439.00 2 1326.91 464.00 5 13'08'00 T60 MONO 4.00/12 Pitch 1 -Ply 1 442.51 171.00 2 442.51 197.00 8 07'09"08 T61 MONO 4.00/12 Pitch 1 -Ply 1 252.28 5].p0 2 252.28 103.00 1 09'07"04 V01 VAL 8.00/12 Pitch 1 -Ply 1 565.24 257.00 1 12'01"08 V02 VAL 6.00/12 Pitch 1 -Ply 1 802]3 197.00 Page 4 of 5 4 Will ) 2 § j ; % ) § 2Q (\ § §§� \ q k ) km § - - z 190 - ,° _ !!802 _ _ . - 3 § |! > ` 00 k §2 \ k )\ | §)` � \ \ F. \ \ \ \ o � \ k MC k | ; F. � _ - : --1 M' _ _M M 22 § §, ) § § - d § § k ) || § 2 : )j 2 ® !§ 2 ) § _ L. - § <5m o� ! �_ o zoo mo ; \| \ / \ - . / k � � \ \§ ) 2 ) k - - \ \\ _ „ ) ( j0 / ` _ !�)§§ SO SO Z> d / / \ )r) - / (AIR 33- � ` � - , ■` - ! / _ 27 ; B \ \ \ \ \ - \ M.� / \ \ !. : _ , / % / ; M ) k ) q 22 _ ] ] § zp| . % 2 m § - - ( RH ` � \ \ \ ƒ ! \ \ \ \ - _ . \ § - . - 29 2 § mz ® 2 j3 [ m k ( 0 111_ ) f \ \ � \ \ / - o - ` - � \ . - : ` - 7 ! 9' 8" 12� _ \ \ � . / \ § z , n ; 2 ] ( q / q \ ) c ED \ e giCD g \ ; ZIA [ § \ dk 4 ) k \ \ z � ` a � � ? , � � > ° 2z � a § y « § \ ) ° j ( � Zk � Z ) 2 § §! ) m ) \ � } \ 0 ;! m , ; 2 , ; % |; 9r ! gm ; § moon ° \ @ ° § m E ; mlg \} k § 2 § 7 . \ ) 9r § ( I ® ] § \ § ( ) -4 / m --I ) m ] 22 ! I \ k ( . \ ) , \ nM * o \ j o /01 ` • ] m m R �e » o \ § § Mme 0 Qzz » y\z \ C) « o u %= ) � c . z � ® « § ; � o } j \ \ § \ / \ §\ ) § j § K . § ) 7 0m - � - e § n g § n / § ( s ` \\ \ \\ \ o \ § k k2§ ! ) ; G § 772 - ) fM 2 \ \ § MDCow \ ( § , / � � / / �q � ) Q ; ZMB | § 8| 1109 § m §§| / K 7 : k§§ ° ; ; ) \ 0' - § kXk \ . \ \}/ �.0 L Z- - 2Oz |) ° o 0�TX. ` Co 9 | | G 9 7 \ \\ kk \,Pw - � m \ j )\ � AL , )zq g , § \ K k — | ) 2 § 2 §) § |b a N / / ! ® )z !\ § |� I\ \ zt © „ . . . . § _ - 7# : \ / 7 ) ( § m ` \\� \ ; • r — MM ! � G T \ X / !! < O> 03 0 \ k \ z \ \ k \ 0 w k \ \ ( ? q H § � T \ , « §` ' AM Moo \ ( \ \ / _ m §\ j } $ § !. _ , r f ( ` \ N - § § m 2 © © / < \§ 0 pt \ ( � k |§ -qM \ \ \ j| M § } � M / 5 � < - m G \ } \ \ \ \ - f \ / 0 ( _ \ \ \ \ \ k k ;r, ) \§ G § ) / % § 2 |( - \ 0 � ] o \ / k { \ ; 2 ) § o \ 2 / | 2f : , 3 Hmr ) / k \ \ ) / � ) \ \ § > [( ` C, M m \ ( 2 § 2 j7 m > | § % ; 5 § , f § k 20 f * \ o § o ; , _ o « ] - 0 07 i ' 0 m \ § ` 00 MPcwlgn rmerope lu:mueoeor8ar�-roeo-oonoceorAovy win ABCC45 PI81 SEON:1]29]/7521 SY42 CUSTOM O,4 FROM: DRW: F02 Vi INA lbs / ... 0&2&15 8' 9'1' ,T1" 8' 8- 2'6" (TYP) 111p4 --R& 5 111CX4 --B(3 J(3 111&4 saG 1112X 4 T iP yell.1OY 2 =4X5[5[ 1112X4 1112X4 �4X5[i,] O N M L K J =05[2[ =4X5[14[ 17Y" Loading CNeda lmll Wind Cdbda Snow Criteria(p,i PSF) Defti CMerla ♦Maximum Reactlona(Ib) TOLL: 40.0 W iM SN: NA Pg:NA CI:NA CAT:N PP OeRectlon in be Ude6 LJN Loc R IU /Rw /Rh /RL 1W TCDL 10.00 SPead:NA mph W.NA Ce:NA VERT(LL): 0.130 M 999 380 O 927 /- /- 1- I- 15.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0203 M 9]9 285 J 927 /- /. 1- /- /3.5 BCDL 5.00 Celegory:NA S.D scall NA HORZ(LL):0.023 J - - O Min Bq WidIM1 Req= 1.5 Des Ld: 5500 EXP:NA HORZ(TL):0.037 B - - J Min Big Width Req= IS NCBCLL:10.00 Mean Height:NA It Code l Min Cdlerie Creep Factor:1.5 Bearings O 8 J Fcpery=565psi. San: 0.00 TCDL NA Pat Bldg Code: FBC2014RES Max TCCSI: 0.264 Load Du28on:1.00 BCDL:NA Pat TPI Set MOT Mex BC CSI: 0.447 Maximum Top Chord Forces Per Ply pars) Spacing:24.0 MFRS Parallel Cost NA Rep Factors Used Yes Max Web 051:0.409 Chords Tens.Comp, Chance Tens.Comp. CBC Dist a:NA It FT/RT:12(OY10(0) Mfg Speciffed Camber A.B 1 0 E-F 0 .1748 I:NA GCpi:NA Plate TWe(s): B-C 0-1748 F-G 0 .1718 Wind Daniel NA WAVE VIEW Ver:15.01.010.0611.00 C-D 0-1]46 G-H 1 0 Lumber Additional Nates D.E 0-2118 Valva Set:13B(Egective&12013) a 2x6 continuous sVongback.See detall Maximum Bot CMrd Foren Par Pry(Ibs) Top chord 4x2 SP Ni STRBRIBRIO14 for brooding and bidding Bot CM1ads Tens.Cwn . Chorda To... Com . clued SP TR MJO nmendatlons. P P Webs 4x2 SP 43 Tmss must be installed as shown win lop chord up. O-N 1051 0 L-K 21117 0 Lumber value set-13B'uses resign values The ovaell Might of this t&ss excluding ovemalg is N-M M17 0 K-J 1053 0 apmoved 113012013 by ALSC 2-0-0. M-L MIS 0 Plate Shift Table Maximum Web Forces Per Ply(lbs) Jf Plate Label CMN IT Plate lateml CMN Webs Te e.Comp. Webs Tens, Camp. No See Shift Site No Ston Shift Bib [2] 4X5 2.75 L 125 (5] 4X5 2.25 L 1.25 P-O 0 .11 L-E 124 -101 [11] 4X5 2.25 R 135 114] 4X5 2.75 R 1.25 A-O 0 -1(5 E-K 0 -181 0-B 0-131] F-K 0 -265 Purlins B-N 858 0 K-G 658 0 In lbu of structural panels or rigid ceiling use purlins C-N 0 -285 G-J 0 -1317 to bterally bce chords as follow N-0 0 -481 H-J 0 -105 Chore - Spaclng(Inoo) Stimit) EM(ft) O-M 121 -iW J-1 0 -11 TC 24 0.12 16.71 BC 120 0.12 1611 Apply purlins to any chords aMve or belowfllers at 24'OC unless shown cnerwee above. End Vertical Attachment A6ech rmtohed sot wuhnnys)to next and veniral using(3)qry.1W box or(0,128'xXmin)gun nails,an (5)cry. I5 auge,7I16-Crown,2-1?length we staples,through wide face:or(3)qty.1643auge,l' Crown(minimum),t-12'length wire staples on each now face. NOTES: 1.This dewing is hot sufficient alone for installation. Additional instructions accompanying the buss dewing,induda SCSI 1413, sharks be used in conjunction with the a dribmural plans during Installation. 2.Apex Technology is a fictitious name ow odl by Jax Apex Tachmalogy Inc.,Florida Comaetion. Florida Engineer Business No.]547-4]45 Sudan Par,Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Michael G Karlowski Jeffrey P Amason Derek B Murray PE No.W838 PE No.513544 PE No.71457 OOcuatgn nvin.,nd:4daebm Faac F4nac-ea/ .de u 'a. MCC45 PS SEON:17319 I TO I SY42 CUSTOM Oty: f FROM: DRW: F04 Wgc 92.4 bar / ... 010i • B' 9'S' + 14'9.8 I 8' 1'S• 5'4'8 (ryp) { (NP) E 1k3 or B�(3 rwaadgn vlvedolse r V:ewcemr-nae I-eoa�-wewolaocowy coca ABCC45 Pty:1 SEDN: '303/T95/SY42 CUSTOM Ory: 1 FROM: ORIN FOSA Wgb 75.8 es I ... 09125/15 5'4'8 6'8'8 5412'1' t— 5.4.8 1'4' .8 (TVP) 1111k3 -3)3(3] II L](3 I4'b(3 -383]8] IIVX3 T iL G 1 P,•2 K =3X3 -3X3 -4X5 J I H4X5 12'1' j Loading Crksfia grant W010 CrBana Smw Crena ry9meFSFI DOWSI Cdlerle ♦Maximum Reallone(Ibe) TCLL: 40.00 Wind Std: NA Pg:NA Cc NA CAT:NA PP Deflection in be_,da, Llk Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed NA mph Ph.NA Ce:NA VERT(W: 0.59C 999 380 K 652 /. /- /- /- /5.5 BCI(.: OAO Enclosure:NA Lu:NA Cs:NA VERT(TLy 0.119 C 999 240 H 652 /- /. /- 1- 13.5 BCDL: 500 Category:NA Smw Duration:NA HORZ(LL): 0.016 B - - K Min Big Width Recd. 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.032 B - - H Min Brg Width Rad= 1.5 NCBCLL:10.00 Mean HegM:NA fl Code/Misc Cnteda Creep Factor 1.5 Bearings K 8 H Fc,xi=585p9. SOMI 0.00 TCDL:NA psf Bldg Ccde: FBC2014 RES Max TCCS1: 0.529 Load Duration:1.00 SCDL NA psf TPI SM: 2007 Max BC CSI: 0.501 Maximum Top CM1ON Forces Per Pty(Ibe) Spacing:24.0MFRS Paneled Dist:NA Rep Factors Used:Yes Mex Web CSI:0.259 Chords Tens.Comp. Chords Tera. Comp. CBC DM a:NAB FTMT:12(Op10(0) Mfg Specified Camber A-B 1 0 D-E 0 _N6 I:NA GCpi:NA Plate Tyxv(s): B-C 0 -983 E-F 1 0 Wind Duration:NA WAVE I VIEW Ver.15.01.01C.0611.00 C-D 0 -992 Lumbar AJtlblonal Nolen Value Set:13B(Effective 8/12013) +2x8 continuous simrgbeck.Sea detail Maximum Bot Comp. Forcn FertilityTens. ) Top cboM 4x2 SP M2 STRBRIBR1014 for bracing and badging Chums Tans.Cwnp. Chords Tana. Comp. Bol chord 4x2 SP p2 inmendations. K-J B90 0 I-H 090 0 Webs 4x2 SP g3 Truss must be intended As shown with top Chord up. J-1 992 0 Lumber value sent'I38'uses design values The overall height of this imus excluding ovemang is approved 930/4013 by ALSC 2-0-0, Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tela.Comp. Plate ShMTable JT Plate Lateral Chord JT Plane Lateral Chord L-K 0 -10 D-I 0 -188 No Sea Shut Bite No Size Shift Site A-K 0 -102 I-E 417 0 (31 3X3175 L 1.25 [0] 3X31]5 R 1.25 K-B 0 -883 E-H 0 -883 B-J 417 0 F-H 0 -102 Purina J-C 0 -188 H-G 0 -10 In lieu of shruclunel Panels"id calling use pules to seemly brace chords at follov s: Chad Specinggn oc) Stamm) Ennis) .. TC 24 - 0.12 1171 BC 120 0.12 1171 Apply purlins W any ciwrds above or below fillers at 24'OC unless sham otherwise above. End Venlcal AtMchment Amon notched end verical(a)to next and venal using(3)qty.Wel box a(0.128'aYno)gun nese,or (5)cry. 1SGauge,711W Crown.2-1?length wire staples,through ankle face;or(3)qty.16 Gauge,V Drown(minimum),t-12'length wine staples on each row ace. NOTES: 1.Thisdrawingisrotsuffi ntaloneforins011alion. Addigmalinst ctionsaccomparyingthis Wssdrawing.incluse BCS11-03, should be used in conjunction w0h the architectural plans during arrogation. 2.Apex Tecroo No Vs a45 fictitious name coCart by Apex Technology IFL 3 224ai 904.821520)on. Floods Engineer BugsAPEX Michael G Korlowskl Jeffrey P Arneson Derek BMuney PE No.60839 PE No.511544 PE No.71457 uOCualgn rnyblop.1 V[LduCemr9Je-GotlL-OJNo-paJCauu914etl ABCC45 PIy.1 SE0N:1]3131 T56/SY42 CUSTOM 0y:4 FROM: DRi: F07 Wgt 92.4105 / ... 08/25/15 8'1'8 911"8 14'4"8 B'1"8 1' S'3" X2'8''- (TYP) 111k3 =J(4 IIILX3 =f(3 IIILX3 =17(4 1111(3 TlyM [V 4X5 1111X3 I =3X4 _ B K J =3X3(9( H 14'4"8 Loading Ciftefle Ipso Wind Colons Snow C de(P9,W w PSF) Deff/CSI Cdbda &Maximum Reactions Qbs) TCLL: 40.00 Wird Sid: NA Pg:NA 0:NA CAT:NA PP Deflection in Inc t/daff tis Loc R 1U few, I Rh /RL /W TCDL: 10.00 Speed NA mph K.NA Ce:NA VERT(LL): 0.113 D 999 380 L 14421- /- I- /- 13.5 BCLL: 0.00 Exlosse:NA Lu:NA Cs:NA VERT(TL): 0.171 D 954 240 H ]8] I- /- /- /- /- BCD.: 5.00 Category.NA S.Dundi NA HORZ(LL): 0.022 B - - L Min BM Width Req= 1.5 Des Ld: 55.00 DIP:NA HORZ(R):0.034 B - - H Min Bg WMff Reg= - NCBCLL:10.00 Mean Height NAR Cada I Mlsc Criteria Creep Factor 1.5 Beefing L Fcpem=565psi. Sohn 0.00 TCDL:NA psf Bill,Cade: FRO M14 RES Max TC CSI: 0.524 Load Duration:1.00 Si NA psf TPI Set 2007 Mex BC CSI: 0.]30 Maximum Top Chord Forces Per Ply Qbs) Spacing:24.0MFRS Parallel Dai:NA Rep Factors Used:Yes Max,Arab CSI:0.333 Chords TensOcarp. Chords Tens. Comp. CSC Db1 a:NAR FTIRT:12(OY10(0) Mg Specified Camber. A.B 54 0 D-E 0 -13W 1:NA GCpi:NA Plate TyFxi B-C 0-135] E-F 0 -1319 Wind Duration:NA WAVE I VIEW Ver.15.01.010.0611.00 C-D 0-1355] F-G 0 0 Wmber End Vertical Attachment Value Set:138(Effedive 8112013) Atlech reached end without.)to next and iiiabol Maximum Bot Chord Fomes Per Ply(11m) Top chord 4x2 SP 43 ushu,(3)gy.10d box or(0.120'x3'min)gun naib,or Chords Tens.Comp. Clmds Tens. Camp. Bol chord 4x2 SP s2 (5)try. 15Gauge.1116-Crown,2-1a'length wine L-K 845 0 J-1 1367 0 Wi 4x2 SP a3 slai through wide face;or(3)qty.164lauge,l- K-J 1390 D -H 900 0 Crown(minimum),1-12'length wim satins on each Lumber value set'138-uses design values narrow face. approved 11302013 by ALSC Maximum Web Fomes Per Py Qba) Additional Notes Were Tem.Comp. Webs Tens. Comp Special Loads a 2x6 continuous spongback.Sae detail --(Lumber Dur.Fai IMate Dur.Fai 00) STRBRIBR1014 for bracing and bridging M-L V -589 D-J 0 -82 TC-From lWpffm 0.25to 1( )pffsl 14.31 mcommendatgns L-A 0 -2W E-1 0 -265 BC-From 10 pff at O.Wto 10pifat 14.37 Tries must his installed as slgwn wird top chord up. L-B 0-1111 I-F 599 0 BC- 65211 Caron Load ap 0.13 B-K 601 0 F-H 0 -1106 The overall heght of this puss excluding overhaig is C-K 0 -280 G-H 0 -1M Plate Shift Table 2-0-0. K-D 2 -40 JT Plate Loud Chord! JT Plate Lateral Choi No Sin Shift Site No See SBR Bite 191 3X3 1.25 L 1125 Further In lieu of structural panels or Wed ceiling use pudins to laterally ounce chods as follow: Cron] Spady(inm) Slad(ft) End(ft) TO 24 0.13 14.12 BC 120 0.04 14.12 Apply Wthus to any chois above or below fillers at 24"OC unless shown offaewiss above. Hangers I Ties (J)Hanger Support Recuiretl,by offers NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this puss drawing.include SCSI 1-03. should on used in wnrynction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Eigineer Businew No.154]-4745 Sudon Pah Court,Sude 402,JacM ryille.FL 3V24-9W.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray fes" PE Na W839 PE No.58544 PE No.71457 wcuatgn..elope i.:a weeeol-e0e I�roacgaHq-gpacgvvu agcy Al I SEDN:1]31]I T82 I SY42 CUSTOM Oty 1 FROM: DRW: FOS Wgt 58.O lbs / ... 092515 2'10'8 5'3' e' 2'10'8 + P4'B -28 (TYP) 1112X4[1[ =SX7 =5X] 1112X4[7[ A B C D l 10', 2 111113 111X3 -4X5(81 H G F E =4X8 8' 7 Loading Criteria arm Wind Cribrla Snow Criteria(PuR in Pun Osr1VCSI Criteria A Maximum Reactions(IW) TCLL: 40.0 Wind Sid: NA P9:NA CL NA CAT:NA PP Defection in loc Well UA0 Loc R 1U /Rw IRR I RL /W TCDL: 10.0 Speed: NA mph W.NA Ca:NA VERT(LLk 0.093F 99930 H 1919 I- l- I- I- /3.5 BCLL 0.0 Emdr.re:NA Lu:NA C.NA VERT(TLI: 0.145 F 839240 E 1582 I- l- I- I- I- BCDL 5.0 Category:NA Some Duration:NA HORZ(LLk 0.018E - - H MIn By Width Reg= 1.5 Des Ld 55.0 EXP:NA HORZDLk 0.025 E - - E Min Bry Width Req= - NCSCLL:10.0 Mean Height:NAR Code l Misc Cribda Creep Factor.1.5 Bearing H Fcaa,,%5psi. Sold: 0.0 TCDL:NA par Bldg Cade: MC 2014 RES Max TC CSI: 0.830 Load Duration:1.0 BCDL NA psf TPI Std 207 Max BC CSI: 0.720 Maximum Top Chord Forces Per Ply(ICs) Spacing:240' MWFRS Parallel Dist NA Rep Fallon Used:Yes Max Web CSI:0.829 Chords Tens.Comp. Chords Tem. Camp. CBC Dist a:NAF FTRtT:12(OV10(0) Mlg Spedfied Camber A.B 0 -38 C-D 0 0 1:NA GCO:NA Plate TWe(st B-C 0-,]59 Wind Duration:NA WAVE 1 VIEWVer:15.01.010.011.0 Lumber End Vertical Attachment maximum Bot Chord Foreas Per Ply(lbs) Value Set 13B(ERectiva 512013) A9ach notched end verfcei to men end vedkal Chords Tens.Comp. Choncs Tens. Camp. Top chord 4x2 SP M-0 using(3)qty.1O box or(0.128'x3'min)gun nails,or H-G 170 0 F-E 17% 0 But chord 4x2 SP p2 (5)gty, lS uge,7118'Cmrm,2-12'leng11ixim G-F 170 0 Webs 4x2 SP 0 sapbs,through wide face:or(3)cry.lBGeuge.1' Crown(minimum),1-12'largih wire stapes on each Lumber value set'13B'uses design values narrow pace. Maximum Web Forces Per Ply(Ihs) approved 1l302o13 by ALSC Webs Tem.Comp. Wabs Time Com0. Additional Notes Special LoadsI-H M0 F-C M -13 Trvm must be installed as shown wim by chord up. A-H 0 -813 C-E 0 -2130 -(Lumber GucFac.=1.013to DOpffed 1.00) The ovemll bei ht or NU Casa excluding erha u TC-From 5plf at 0.13to Spent 0.0 2R g gw H-B 0-2124 D-E 0 -349 BC-From 5pR a1 0.011 Sp8a1 8.0 B-G 84 0 TC- ]fi]Ib Canc.Load at 0.T1,2.71,6.]1,6.]1 Pima SCM Table JT Plata lateral Chord JT Plate lateral Chord No See Shift She No See Shift Site 111 2X4 S 2.50 []1 2X4 S 2.0 181 4X5 S 1.50 Purlins In lieu of structural panels or dgb ceiling use pudim to literally brew chance as blows: Chord Specing(in oc) Smd(ft) EMIR) TC 24 0.12 7.88 BC 93 0.12 7.80 Apply pudins to any Moms above or below fillers at 24'OC unless shown omerwise above. Hangers I as (J)Hanger Support Required,by others NOTES: 1.This drrvdng s not sufficient alone for Installation. Additional instructions accompanying Ims Cass drawing,include SCSI 14,3, should be used in conjunction with Me amhilectural plans during installation. 2. 2.Bu iness No..764]x Technology is84]45 Sutton Parfictitious name owned Court,Suite Jax 40.Jackeoniville IFL 32324-04,WtU0t. Fbdda Engineer APEX Michael G Nmbwski Jeffrey P Arneson Derek B Murray PE No,80839 PE No.58544 PE No.71457 .cai rnvelopa v:4auceml-ape iweao-mno-oeaeauuy care ABCC45 Pty.2N;174071 T1W/MON CUSTOM Cry: 1 FROM: DRW: Finri Ink]be / ._ 0912915 715'4 1211.4 14'10'0 r 7154 + 5H- 11W Y 5 2 0 se. 713'11.2 B T N .3x4(e1) atm uuc5 .tc7 11 P 4 57112 TS4 + 13'1' 14.1V87 Lading Cillatla NsO Wintl Criteria Snow Cruel.(PgmF PSFl Daft/CSI CMada A Maximum Reactions Ubg TOLL 20.8 Wind Std: ASCE 7-10 Pg:NA Ct.NA CAT:NA PP Deposition in bo Uds, LM Loc R IU I Rw /Rh I RL /W TCDL 7.8 Speed:130 mph PI:NA Ce:NA VERT(LL): 0.010 H 988 240 A 510 1159 12M /- 1311 /5.5 BCLL: 0.8 Crosses Closed W:NA Cs:NA VERITTL): 0.020 H 999 18 F fib 1211 1289 /- I- /- BCDL 5.8 Risk Categor,,11 Smmry Dumi NA HORZIW): 0.84F - - Wind reactions based on MFRS Des Ld: n.00 EXP:C HORi 0.88 F - A Min Big Width Req= 1.5 NCBCLL:10.8 Mean Height:15.00 it Code/Mlsc Cabana Creep Factor:1.5 F Min Big Width Req= - sa fir; 2.8 TCDL:43 par Bldg Code: FBC 2014 RES Max TC CSI: 0.353 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psi TPI Std: 287 Max BC CSI: 0.193 Spaan,24.0" MFRS Parallel Dist:>2h Rep Factors Used Yes Mss Web CSI:0.174 Maximum Top Chord Fomes Per Ply(Ibs) C8C Dist e:3.8 R FTIRT:30(Oy10(0) Mfg Specified!Camber CM1ords Tens.Comp. Chorda Tens.Comp. GCpi:0.10 Plans Tpe(s1: A-B 132 -402 C-E 132 -344 Wind Duration:1.8 WAVE I VIEW Ver 15.01.01C.0611.8 B-D 48 -82 Lumber Purlins Value Set:IV(Effective WH2013) In lieu of sincturel pawls or rigid roiling use purlins Maximum Bat Chard Fortes Per Ply(Ibs) TODCMN2x45P M2 to lineally brace chords as follows: Chords Tens.Canp. Chards Tens. Comp Bot cboN 2x4 SP gra CMN SPadng(in oc) Srad(fl) Eng(H) A-H 3W -18 G-F 2 -1 Webs2e4SPg3 TC 24 0.8 12.94 H-G 331 -132 TO 24 14N Lumbvalueset'13W usesdea lues Be 120 1 3.04 a 0. 14.80 approved 1/302013 by ALSO gn ve to any 8 Ply Apply DOuness an.hordsahons.gaiwfillers Maximum TWeb Fortes Perbs(Ibs) Nailnons at 24'DO unless sM1awn.Nenwise above. Webs Tens.Comp. Webs Tena. Comp. Neil SCMdule:0.131k3%min.nails Hangers l Ties B-H 99 0 C-G 138 -302 Top Chorda Row@g12.0(y., Recommended hanger connections are based on B-C 18 -Mi G-E 458 -179 BotChoN:t Row@12.8'o.c. manufacturer rested capacities and calcula0ons. H-C W -8 E-F 133 -329 Webs :1 Row @4'r... CondiOons may exist that require different C-D 9 -56 Use equal spacing between rows and stagger nails connections than indicated.Refer W manufacturer in each rose to avoid splitting. publication for additional inenmati.n. Special Loads Beamgatlocationr-14T0 usesthelolloagg support cantlfttons: -(Lumber DucFac=1.951 Plate DunFac=1.25) Bearing (14718,10 12)HTU20-2 TC-From Wplfat O.Bto 55pi 1284 Suppoditg Mention(4)2.8 SP SS Dense TC-From 55pHat 12.941. 55pi 14.8 (20)0.148' 3 age into supparing BC-Fran H)pMat 0.00to 10pyat 14.88 member. TC- 174 th Co..Load:1 13.13 (14)0.148'x3'nails intosupported TC- 35 do Conc.Load et 14.09 member. Fishing Notes Adtlitional Notes Platers sized for a minimum of4.8 sq.inJagi The overall height of this turas excluding ovmMngis 511-2. Wintl Wind loads based on MWFRS with atld0ional C&C member design. Right end vertical not exposetl to wind pressure. NOTES: 1.no drawing is no sufficient alone for Installation. Additional insWGions ac¢np:nyma this we.tlrewing,inaude SCSI 1-03. should be used in conjunction with the ac haeaural plans during installation. 2.P Business ess No,75 is-4745 u Sudan Pai Coo t, Jae Apex Tecmta.gy Inc.,32224-Capaalbn, Florida Engineer Business No.]54]-4745 Sutton Pank Court,Suite 402,JacMsonville,FL 32224-804.821.528 APEX Misting G Kozlowski Jeffrey P Amason Derek B Murray PE No.8839 PE N0,58544 PE No.71457 .,agn envelop.v:4wmeor-aaclraq<-oaroomcowv wcy ABCC45 PIy.O SE13N:1]49]ITIO IFLAT CUSTOM Ory: t FROM:FG4 DRW: CUSTOM CN:Writ: 644.0IM / ... 09125115 9'5'8 112'6T 18'71• 7519 k6'8'10 67'11 816• 11"B 11.0'6'15 21.1 14'69 167" 1861 S 1 75.9 71"1 2•r1 lklw5 1'I 7r1 2'0'9 1 1-11• =6X10 =6X10 =4X8 1112X4 =5XT =4X10 =4X10 TA B C D E F G H 1 ,!=8X12 K T r 001 W _ W20 11.1.2 W V U T S R p P O M 1 1113X8 =6X10 =6X10 =6X12 101-2 -4X5 IIIN4 83 -/%5 29"1 2'1'1 2'1'1 T. 29'13 1'2'3 2'1'1 118'9 2'2'8 2'0'1 4'1'2 6'2'3 8'6' 109'13 12' 10.1 14'1115 1688 18'11' 114 Lowing Cratere lm0 III Criteria Snow trach fPdpr In MF) DOICSI Cd da ♦Maximum Forecasts JIM) TCW: 40.0 Wind Std: NA Pg:NA Ot NA CAT:NA PP Deflection in Inc Udw L/g Loc R IU I Rw /Rb I RL IW TCDL: 10.0 Speed NA mph PI:NA Ce:NA VERT(LI-t 0.226E 90 30 W 0849 /- I- l- I. l- BCIl: 0.0 Enclosure:NA to:NA CS NA VERT(TL): 0.40E 554 W2 L 63151- /- /- I- /3.5 BCDL 5.0 Category:NA Same Duration:NA HORi!LI-t 0.073 L - W Min Big Width Req= - Des Ld: 55.0 EXP:NA HOR2(TLt 0.132 L - L Min Bm W dth Reg= IS NCBCLL:10.0 Mean HeighCNAfl Code/also Oriteda Creep Factor 1.5 Beading L Fcpam=565psi. SOFT: 0.0 TCDL:NA pat Bi Code: FBC 2014 RES Mex TC CSI: 0.895 Load Consider:1.00 BCDL NA pat TPI SM:207 Max BC CSI: 0.832 Maximum Top Chord Fomes Per Ply Jibs) Spacing:24.0MFRS Parallel Dist:NA Rep Factors Used:Year Max Web CSI:0.961 Chords TeM.Comp. Chords Tens. Camp. CBC Dist it NA it FTA2T:30(Oy10(0) Mfg SpecFed Cama, A-B 0-2827 F-G 0 -M16 tNA GC,NA Plate TyPe(s): B-C 0-010 G-H 0 -MM Wind Manion:NA WAVE,H6 VIEW Vn.15.01.016011.0 C-D 0-8528 H-1 0 -0071 Lumber Special Loads D-E 0-9616 I-J 0 -3962 E-F 0-9918 J-K 0 -71'12 Value Set 13B(EfleoBve&112013) -(Lumber DuLFac=1.M I Plate DucFae,=1.0) Top chord 2x8 SP SS Dense TC-From 10 pit at 0.0 to 10 pit e1 7.95 BM cited 2x8 SP SS Denw:B32x4 SP a2: TC-Fran 50pifat Table %past 8.21 Maximum Bat Chord Forew Per Ply JIM) Webs2x6Spd2 TC-From IOplfat 6.21 to 10 p11a1 18.92 Cards Tens Comp Chorda Tena. Comp. :W2,Wit WS,W14,W16.W19 2x4 SP a2: SO Fears Spain 0.0 to 5pit a1 8.21 :008,0010,0012,001],0010,W2020 SP 03: BC.Fromto past 831 to 10 pa at 16.]1 W-V 32 0 R-0 010 0 W8.WIO, e2,Wl B'usasdeal design BC-From 10Paat 16.71 to 10 pa at 18.92 V-U 359 0 p-P 010 0 set 9 TC- 3510 Com:.Lead at 0.71 U-T 8449 0 P-O 4461 0 approved U3WM13 by ALEC TC- 102 a Craw.Load at 2]1 T-S 016 0 O-M 2347 0 TC- 5011b Cone,Loatl el 4.0 S-R 849 0 N-L 48 0 Marble TC- 32615 Cone to al 8.0 Nail Schedule:0.13MY,min.nails TC-5Lead1 to Conc.Loat 7.83 Maximum Web Forces Per Pty(IM) Tap Chord:2 Rows Ig 5.0"o.c.(Each R.) BC-57931b Conn Lead at 888 Bot Chorda Ree @4.0•oc. Wept Tena.Comp. Wept Tens. Corny. Webs :1 Raw ® 4•o.c. Pudins A-W 0-200 R-H M12 0 Repeal nailing as each layer is applied.Use equal In lieu of structural panels or dghl ceiling the purlins A-V 340 0 H-P 0 -1Q. toaciig a(11�ning rows and answer nails in each row roc laterally bordl SPeG goadoaI fay s, Entl(fl) V-B 0-210 P-1 2112 0 In credition,apply(1)0.22•-0.25'min/max dig.X 60" TC 24 080 18.93 B-U 303! 0 O-1. 0 -150 length wood suew at each joint location. BC 120 0.00 1679 U-C 0-2149 O-J 2111 0 BC 25 18.85 18.92 C-T 2737 0 J-M 0 -1295 Plating Notes APPN Aurins N any chards above or below(Ilam T-D 0-1561 M-N 8 0 All plates are 6X8 except as hated. at 24.00 unless dawn urbanites above. D-S 1129 0 M-K 2649 0 Plates shoed for a minimum of 4.00 sq.inlpiece_ The TC of FN truss shall be broced with allachw E-S 0 -742 M-L 0 -9 spans at 24.OC in lieu of structural sheathing. S-G 166 -3 K-L 0 -154.9 Hang.!Tin G-R 0-1329 (J)Hanger Suppad RequireQ by others Additional Notes Tensa must at installed as Sawn with lop chord up. The overall freight of this truss excluding overhang is 2-0-0. 2,Apex 1.This drewirg is not su ficin alone for installation. Additional immixture accomparr ing chis truss drawing,include SCSI 1-03, ahead M used in conjunction with me architectural plans during Installation. 2 uanen No.7Technolo547 4745 SuMn Paof a fictitious name is Court,Suite 4Jax 02,Jattckson Technology Inc, 32224-04Fluids �821520n. FIaritle Engineer Murray APEX 1111151131131. . PE NoMenia0Kozlovuki Jeffrey P854,1 Derek, 1457 PE No.60839 PE No.58544 PE No.]165] Le"' n envelope w:ewrxepraa -voa4-oarooeacowa wee ABCC45 Ply,4SE0N:172171 T65/FLAT CUSTOM Qly 1 FROM: DM: FGB W9L 84561los Page 1012 I ... 09125115 1'9'8 1'8'12 1'8" 1'Y4 1'Y4 6', 3'38 4'3'8 81'12 116'4 14' iTi'12 2178 8 29re 1 2"- 012 112 9'12 1F- 1� V3 1u4X10 92X4 =3X12 1114X5 =8X12 =6X8 ss,M510 112X4 =8X6 =8X8 arm A B C D E F G H I J K L M T6717 671 672 672 672 MAIM, 1 SO �10'i'2 Z V X- 12 W V U T S R O P O Fee N HISX7 =8X1211)5• UOLuc`;n envempe w: 1,,.d ABCC45 PIT..3 SEON:1]22]/T105/F1-AT CUSTOM Oty: 1 FROM: ORW: FG] I Witt 411.6 Ili / ... 09/25/15 t- 4 + 8'4'12 I f 4 4010 2554 } 416'044"2 74 2 TA4X6 = 5 mr =W(6 IMplalgn cnygi iV:L.IVLCLO/-ypCl-4oticaaMOrowLwutl lacy ABCC45 Ply 1SEON:11KtIT36/SY42 Or,CUSTOM i FROM: DRI FGE1 111931 Itic 1 ... 0&2915 ' ?NF-�Il I-N '� I '� I 'f 2eI 1f 2eI '� I '� I AF B C D W 3X4 G H I J K L M N O T � P N 1 10'1.2 AE AD AC A WAAZ V X II rIX3 U T 1111X3 5 . Q 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 VI 1111X3 1111X3 iT3' 173" 1 Loa0lig CMerM 1MA Wind Cdteda Snow CMeda pato,in RI Deffli Criteria ♦Maximum Ruisdael pl ),or' PJUF TCLL: 40.00 win SM: NA Pg:NA CL NA CAT:He PP Deflection in b<l/dell LAI Loc R I U I Rw /Rh I RL /W TCDL: 10.00 Speed:NA mph RNA Ce:NA VERT(LL): (1 O 999 122 AE'107 I- I- l- 1- /201 BOLL: BOB Enclosure:NA Uc NA Os:NA VERT(II): 0.001 O BBB 122 0 71 I- I- l- 1- 15.5 BOOL: 5.00 Calegory:NA Same Duration:NA HORZ(LLE-0.000 B - - AE Min Big Width Req• - Des Ld: 55.00 EXP:NA HOR2(TL):-0.000 O - - O Min Big W ah Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Coda l Mae CMeda Creep Famoc 1.5 Bearings AE 8 O Fopem=SBSpsi. Soffit: 0.00 TCDL:NA psi Bldg Code: FBC 2014 RES Max TC CSI: 0.190 Load Duration:1.00 BCDL NA pM TPI SM: 2007 Max BC CSI: 0.034 Maximum Top Chord Forces For Ply VIM) Spacing:24.0MWFRS Pamlld Dist:NA Rep Factors Used Yea Max Web CSI:0.035 Clwrde TBna.Comp. Chords Tens. Camp. CSC Dim a:NAfl FTIRT:30(Oy10(0) Mfg Specified Camber: A-B 0 0 H-1 0 0 1:NA GCpi:NA Plate Tyrcai B-C 0 0 1-1 0 0 Wind Duration:NA WAVE I VIEW Ver.15.01.010.0611.00 JC-D 0 0 J-K 0 0 Lumber End Vertical AtMchme I 0 0 K-L 0 0 Value Set:1 (Ele ted 6/1/2013) Attach nkhed and vertiougs)to next end yeE-F 0 0 1 0 0 3B Top chord 4x2 SP 113 using(3)city.10d box or(0.12843-min)gun nate,or F-G 0 0 M-N 0 0 G-H 0 0 N-O 0 0 80 chord 4x2 SP#3 (5)qty. 1S auge,7116-Cman,2-129eng1bwim Webs 42 SP p3 angles,through ends I or(3)qty.16Gauga,l- Crown(minimum),1-in'length wire staples on each Maximum Bol Chord Forces Per Pty Oda) Lumber valves -1313'uses design values narrow face. Chords Tens.Ccer, Chords Tena. Camp. approved 1nlM 13by ALSC Additional Notes AEAD 0 0 X-W 0 0 Bracing See detail STRBRTBRIO14 for bracirg and bridging ADAC 0 0 W-V 0 0 Shountr is required fa any longitudirel(drag) rewmmeMaOons. ACAB 0 0 V-U 0 0 m foes.Al conations to be designed by the building ABI 0 0 U-T 0 0 designer Truss mum be installed as shown with lap clard up. AA-Z 0 0 T-S 0 0 Freston rated sheathing to one face of this frame. The creamy height of this truss excluding overhang is Z-Y 0 0 S-R 0 0 2-0-0. Y-X 0 0 R-O 0 0 Plating Notes All plates are 2X4 except as noted. Maximum Web Forces Per Ply(IG) Plates seal for a minimum of 4.00 sq.in/piece. - Webs Tens Comp. Webs Tens. Gane Purlins AF-AE 0 -9 0-0 0 -56 AAE 0 -56 O-P 0 -9 In lieu dstmdumi parwls or rigid cealrg use purlins to wasully dace cMrds as follows: Chord Sartor i co) Slad(B) End(8) Naumann Gable Forces Per Ply JIM) TC 24 0.25 17.00 Gables Terre Coop. Gables Tens. Comp. BC 120 025 17.00 Apply pus In any Chords above or belfillers BAD 0 -148 I-X 0 -107 purlins ow at 2Y OC unless shown otherwise above. C AC 0 -131 J-W 0 -in DAB 0 -131 K-V 0 -132 FAA 0 -132 L-T 0 -134 G-Z 0 -138 M-S 0 -131 H-Y 0 -iW N-R 0 -148 NOTES: 1.This creating is not sufficient alone for installation. Additionalinstruction accomp arying this luras dmwirg,include SCSI 1-03, should be used in conjunction with the ambitedural plans during installalion. 2.Apex Technology is a fmteins name cametl by Jax Apex Technology Inc,Florida Corporation. Florida Engineer Business No.7547-4745 SUOn Park Court.Suite 402,Jacksonvill,FL 32224-904.821.5200 APEX Michael G Kozlread Jeihay P Amason Derek B Murray ®' PE No.W839 PE No.58544 PE No.71457 ..ax,r m'w:mecam. .c,I-Votle-OaMe-OCJCOV Va 14Ca ABCC45 Ply,2 SEON:1733D/T21/FLAT CUSTOM 01y. 1 FROM: DRW. FT2 Wg1:294.01W I 09125;15 r 5'4'I T6•192 10'6.1212 W1F 15T820'10• 28'4• 5.4.4 2 3'0' 2 8•-I 4'0.11 =3X4 114x5 E2X1 =4X5 112x4 re4X5 =4x5 =4X5 A B C D E F G T2 H T 4 me.a =4 3N M L 2x4 =4x5 15•74 lvctz� 5R'8 zi'12 I 2fl92 5T t 529 F 525 s'z'6 T4.4 104' 15.11• 21't'e 264' Loading Cr4aria(pq Wind Criteria Sri.Crams(P9.Pr in PS9 DeNCS1 Crberia A maximum Rnatl0n Qbe) TCLL 40.00 Wind Std: NA Pg:NA CI:NA CAT:He PP Deflection in be Vdafl Us LacR /U /ft IRh /RL IW TCDL 10.00 Spam:NA mph W.NA G:NA VERT(LL): 0.024 B 999 240 0 ,S /- l- I- I- 15.5 BCU: 0.00 Emmuser:NA Lu:NA Cs:NA VERT(TL): 0.046 M 999191 K 1718 /- 1- I- l- 13.5 BCDL 5.00 Category:NA Snow Dus6on:NA HORZ(LLt O.OW A - - 1 SPT /22 /- I- /- Das Ld: 5500 EXP:NA HORZ(rL):0.014 A - - O Min Bq Width Reg= 1.5 NCBCLL:10.00 Mean Height NA X Code I Nine CMMs Creep Facia:1.5 K Min By Width Reg= 1.5 Sam: 0.00 TCDL:NA pat BHg Code: FBC 2014 RES Max TC CBI: 0.539 1 Min BM Width Req= - Lam Dumlion:1.00 BCDL:NA port TPI Std: 2007 Mex BCCSI: 0.2M Bearings 06 K Food,=565ps1. Spring:24.0MWFRS Parallel Dist NA Rep Factors Used Yes Max Web CSI:0.329 CSC Dist it NA ft FTR3T:Wty10(0) Mfg Specified Camber, Maximum Top ChoN Fomes Par Ph,(Und I:NA GCpi:NA Plata Tyxi Clients TeneCanp. Creole Tens. Dorn, Wind Duration:NA WAVE,HS VIEW Ver,15.01.01C.0611.00 A-B 0 -512 E-F 369 0 Lumber Hampers l Tin B-C 0 -525 F-G 359 0 C-D 0 -435 G-H 00 -ZR Value Set:13B(Effective&1/2013) Recommended hangar connections are based on D-E 0 -435 Tap Most 2x4 SP M-30:T22x4 SP 42: non.firchures tested capacities and calculations. Bot Mad 2x4 SP 42 Carcinoma may exist Mat require different Webs 2x4 SP 43 connections Nan indicated Rear to manuacarer Maximum Bot Chord Forces Per Ply(Ibe) Lumber value set'1313'uses design values publication for additional information. Chem. Tens.Comp. CMNmp . Tens. Co . approved 11312013 by ALSC Sea ng at location x=26'1• uses the following O-N 25 0 L-K 3 -296 PWn conditions: N-M 525 0 K-J 205 -95 Nailnoa Bearin9l (M'1•,10'1'2)HTU26-2 MA 5N 0 J-1 a 0 Neil SMdule:0.13143',min.nails Supporting Member(212x8 SP SS Dense (20)0.148"x3•nails into supporting Top Chore l Row@12.00'o.c. member, Maximum Web Fortes Per Ply(Il Bot Chord:1 Row ®1200"o.c. (14)0.14Sx3'nails into supported Webs TeneComp. Webs Tens. Camp. Webs :1 Row ® 4-oc. member. Use equal spacing between novas and dagger nails 0-A 0 -374 D-L 0 -248 in each now to avoid apliding. Addidonal Notes A-N 552 0 E-K 0 -SST Plating Naas Truss must be installed as Mown wind top clmN up. N-B 0 -2413 K-G 0 -544 -J Tit -115 J Planes seat for a minimum of4.00s .m.liece. The overall height ofthis truss mending ovemang is M-L 81 -28 9 p 3.0.0 C- 0 -190 - 288 -102 L-E 0 H-11 22 -251 Puriins In lieu of structural panels or rigid ceiling use purlins to aterelly brace choNs as Women: Chord Spaaidin or) Stam(h) End(ft) TC 24 0.00 28.21 BC 120 41.13 26.21 Apply pumm to any Mohs above or below allies at 24.OC unless shown omeiwise above. The TC of this muss shall be braced with strachetl spans at 24-OC in lieu of structural sheathing. NOTES: 1.This Crewing is not sufficient done for maila5on. Additional instructions accompanying this muss Eramm,include BCSI 143. should be new in conjunction with Me architectural plans during installation. 2.Aoax Bu ness NOI 7755,47 07as a 055u0on Park Cout l name owned Su"2,JaJax Apes khrnv�alFL3Force M4-904.821.MFbnda Engineer APEX Michael G Kozlowski Jeffrey P Amason Derek B Murry PE No.W839 PE No.511544 PE No.71457 "am"aign envempe w:eaveeeet-ape-voneaoHo-ol>JewValrey ABCC45 Pita 2SEON:1]400/149/FIAT CUSTOM Oly.3 FROM: ORW: FT4 Wg1:176.4 lips / ... 09@5/15 5'4"4 7'6" 10'6"12 15'11" _ 5'4"4 2'1'12 3'0"12 + 54"4 1114X5 1112X4 =4X5 1112X4 11105 T A B C D E rh r-1I i' lU U1 rK 10'1"2 .zugn cnvempa tu:wvcamr-sac t�rea<-aaiwoaacawa arca ABCC45 Pi SEON:172211 T63/HIPS CUSTOM Ory: 2 FROM: DRW: FT6 Wgt 29.61bs I ... 0OUSI15 13'4'1 18*11* 11'1'] 1T 14'12 r 14'e. A •16'5'8 I 1]'g'& 11'S 5']"9 5'5'13 10" 1'3 =4%5 =4X5 a3X4 1112%4 112X4 =4X5 A—S%5 B C D E F Ges4X51 TILI RT 4 I 112X4T 1 IITX4 -SXS a=RXd Q 4X5 bP --IO W11'1'2 1 10'1'2 12x4 UOGwlgo swamps,lax Lau comr-YJCIVOYCO.elaCauud,g. ABCC45 Phf1 SEQN:1]324 I TM GABL CUSTOM City: 1 FROM: ORW: GE01 Wgb 44 ager I _. 09 15 TB' i 4.4.12 + 6'B' 8' TB' 1'8'12 2T 1'4' F 4 12 E T 04x5 D c 03X4 II E5 mIt9 tz H I4XSG �4T12� Tis i 1,4 Tim+'4i STB' 48' 6E' 8'48' Loading CrReda ban Wind CNMda Snow Cdterle(Pa.PIn PSF) DMIICSI CrlterM ♦Mvlmum Reaclbne(lbs),or' LF TOLL: 20.00 Wind Std ASCE]-10 Pg:NA CL NA CAT Me PP Delledion in kw I/deA t/a La R /U I Rw IRR 1 RL 1W TCDL: 7.0 Speed 130 Man PF.NA Ce:NA VERT(LL): 0.08E 999240 A' 0 IBS 1117 I- 194 /48.0 BCLL: 0.0 Endnsum:Closed Lu:NA Cs:NA VERT(TL); 0.016 E 999180 H 174 136 195 I- 1- 15.5 BCDL: 50 Risk Category 11 Snow Duration:NA HORZ(LL): 0.03E - - G 122 182 171 I- I- 11.5 Des LE: 320 EXP:C HORZ(TL):0.05E - - Wind teachers based on MWFRS NCBCLL:10,00 Mean Height 15.00 R Cate 1 Misc Cathode Creep Fedor:1.5 A Min Brg Within Req= - SegR 2.0 TCOL:4.2 Pd BMg Code: FBC 2014 RES Mex TC CSI: 0.138 H Min By WMM Req= 1.5 Load Goa8a:1.25 BCDL 3.0 psf TPI Sid 207 Marc BG CSI: 0009 G Min By Width Req= - Specing:24.0MFRS Parallel Dist:0 b hf2 Rep Factors Used Yes Max Web CSI: 0.269 Bearings A B HFyery=565psi. C&C DIM a:3.0R FIAT:010p1010) Mfg Specifed Camber, Maximum Top Chord Forces Per Ply(Iles) GCpi:0.18 Plate TWe(s): Chords Tens.Cwmp. Chords Tens. Comp. Wind Duat 1.60 WAVE VIEW Ver:15.01.010.0611.00 Lumber Adc itional Notes A-B 21 -95 D-E 9 -67 Value Set:13B(EOeclive 8/12013) See DWGS A14015ENC1010148 GBLLETIN1014 for B-C 10 -0 E-F 18 -37 C-D 3 -49 Top chole 2x4 SP g2 gable wind bracing aquimms,ms,. Bot chard 2,4 SP 82 The overall height of this im55 excluding overhang is Webs 2.4 SP n 3-0-9. Maximum BotChord Face Par Ply jibs) :Lt Slider 2x4 SP 83:BLOCK LENGTH= 1.500' Chords Tens.Canp. Chonts Tens. Camp. Lumber value set l3B'uses design values A-1 33 -1W H-G 36 .101 approved 11302013 by ALSO I-H 29 -94 Plating Notes Maximum Web Faroe Per Ply jibe) All plates are 2X4 euepl as robed WebsTeneComp. Webs Tens. Comp. Tena. Camp. Plates seed for a minimum of 4.0 sq.indbece. H-D 173 -142 J-G 133 .51 Purins D-J 101 -31 F-G 111 -62 In lieu of structural panels or rigid wiling use pur es to laterally Imes,Hartle as follows: Maximum Gable Fomes Per Ply(hail Chord Spaoiag(in a) Stands) ErMID Gables Tens.Comp, Gables Tena. Camp. TC 24 0.0 800 BC 96 0.00 8.0 C-1 219 -133 J-E 78 -44 Apply purlins to any Monte above or below fillers at 24'OC unless shown otherwise above. Loading Truss designed to support 8'maximum gable end overhang. Wintl Wind loads based on MWFRS win additional CSC member design. Right end vertical not exposed to wind pressure. NOTES: WN L This drown,is nob suMiaenl alone for installabon. Additional instructions acwmpenying this Wse knowing.include SCSI 1-03, should be usedgiinn conjunction wird Me architectural plans during installation. 2 Busness No]a]6]45SOon Pah Cas a fichnous name oud,&ae4ax 02,rJecksonl�elFL32224�0�8].520FIorga Engineer Fit I APEX PE No. 0KozlawsM Jeffney PE Nor. DeakBMurray 457 PE No.60839 PE No.58514 PE No.]1451 VocuDlgn Lnvelope v:e.Lom...t,1V...... PaaxavVtl IVctl ABCC45 Pt,1 SEDN:17196/T35/HIP_ CUSTOM City FROM: DRW: HJ01 Will:21.0]be / ... (Al B 25'9"14 12 5.66 p 0 13X4(B2 _ A 1 42-3" C 6'11"6 6'11"6 Loading Caged(pall Wind Crusade Snow Casters fPaPf a PSF) DaM.Sl Criteria ♦Maximum Reatgons(lbe) TCLL 20.00 Wind Ss: ASCE7-10 PSNA CLNA CAT:NA PP DeBechon in beUded LJM Loc R /U /Rw /Rh IRL IW TCDL: 7.00 Speed 130 high KNA Ce:NA VERT(LL):NA A 174 /101 /- I- I- 17.0 BCU- 0.00 Enclosure:Cannot Lu:NA Cs:NA VERTCTL):NA C 101 /4 /- I- I- 11.5 BCDL SAO Risk Catego,11 Snow DpsBon:NA H0RZ(LL):41.014 C - - B 110 /101 /- I- I- 11.5 Dee Li 32 00 EXP:C HORZ(TL):0.025 C - - Wind reactions based on MFRS NCBCLL:10.00 Mean Height 24.48 fl Code I Mhc Criteria Cheep FacsC 15 A Min By Width Req= Is Soffit 2.00 TCDL:4.2 pat Blog Code: RBC 2014 RES Max TC CSI; 0.860 C Min B,Width Req= - Load Duration;1.25 BCDL 3.0 par TPI Std:2007 Max BC CSI; 0.529 B Min B,Width Req= - Spaing:24.0' MFRS Parallel Dist:0 to h2 Rep Factors Used Yes Max Web CSI; 0.000 Bearing A Fcperp=5650. C8C Dista:3.00 fl "IRT:30(0)/10(0) Mfg Spadfwd Camber'. Maximum Top LM1OM Forces Per Ply(Ibe1 G(p:0.18 Plate Type(s): Chance Tans.Comp. Wino Dumtian:1.60 WAVE VIEW Ver.15.01.01G0611.60 Lumber AddObnal Noss A-B 52 -50 Value Sat 130(Elierive 6/1=13) The overall height of this muss excluding ovemang s Maximum BoChord!t ChFPP (the)Ta hole 2x4 SP Q 3-10-6. ty got chord 2x4 SP g2 Cbems Tena.Cwnp. Lumber value set-131Y adesgn valves A-C 0 0 approved 11302013 by ALSC Special Loads --(Lumber DucFac=1.251 Plans Dur.Fac=125) TC-From 2pit M 0.00 to 2pit at 6.0 BC-From 2pit at 0.00 to 2pe at 8.95 TC- 53lb Con,Load at 1.46 TC- 159 lb Cone Load at 4.29 BC- 291b Con.Load at 1.46 BC- 87 lb Con.Lead at 4.29 Plating Nola Plates smell for a minimum of 400 sq.inJpiece. Ppdim In lieu of fi uclaml prowls or rigid ceiling use pudins In laterally brace rJwMs as fall. Chard Stommg(In oc) Stad(ld End(X) TC 24 0.00 6.95 BC 83 0.02 6.95 Apply purlins to any dmMs above or below fillers at 24"OC unless drown otherwise above. aided Wind loads and reactions based an MW FRS. NOTES: 1.This drawing is not suMCied alone for inssllatian. Additional instrucbons accompanying bels tmas dswi�.include BCSI I-03, should be used in conjunction with the archittttusl plans during installation. 2.Apex Technology is a fictitious name maned by Jax Apex Tech=IFL3Floor6_Corporation, Floods Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jackson I APEX Michael G KOrtowski Jo"P Amason Derek B Munay PE No.W839 PE No.58514 PE No.71457 VOf:1/JlAn Cflvelope lax wvco4➢r-•JJCI-4CYcoJHO-awcawtl wLtl ABCM PIy.1 SEON:17194 T61 HIP_ CUSTOM Dy,2 FROM: DM. HJ03 Wgt 42.0 lips I ... 09/35/15 611 + 9Y5 � 5'611 dV10 C 241.16 Y 5.66 p eqyB HB dVI a82 1 _ 7 QED 5'615 e4- 3'11.13 7M SB-15 96-12 Leading Chinese Arm WIM Crbeda Snow Crlfer41P6m In P55) Deff1CSl Criteria ♦Meximum Reaction;(HIM) TCLL 20.00 W it Std ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection In lock/del i Loa R IU 1 Rw /Rh I RL IW TCDL: 7.00 Speed 130 mph KNA Ce:NA VERT(LLI: 0.014 F 999240 A 340 1288 I- I- 1- 17.0 BCLL: 0.00 Enclasure:Cbwd Lu:NA Cs:NA VERT(TLg 0.028F 999180 D 379 1220 1- 1- 1- /1.5 BCDL 500 Risk Category:11 Srow Duration:NA HORZ(i0006E - - C 56 155 1- 1- 1- 11.5 Des Ld KN EKP.0 10.012 E - - WintlreacEmsbasedonWFRS NCBCLL:10.00 Mean Heigh:26.15 A Code I Msec Cdteda Creep Facet 15 A Min BM Width Real= 1.5 Sept 2,00 TCDL 4.2 put Bldg Code: Pi M14 RES Max TC CSI: 0.4M D Min Br,W idth Reg= - Load Duratiion:125 BCDL:3.0 paf TPI SM:2007 Max BC CSI: 0.]]6 C Min Brg W Nih Reg= - Spacing:24.0' MWFRS Parallel Dist 0 to N2 Ref,Factors Used Yes Max Web CSI:0.302 Bearing A Fcpem=5651 C8C Dist ai 3.0118 PTIRT:30(Oy1010) Mfg Specfied Camber: Maximum Top Chord Fomes Per Pty s. C Galion:18 Plate Type(s): CM1ONs Tens.Comp. Ceords Tenn. Comp. Wind Due0on:1.60 WAVE VIEW Ven 15.01.010.0611.00 Lumbi Atltlltlonel Notes A-B 2165 -562 B-C 95 -91 Value Sat 13B(Effective 611Q013) The overall height of this truss excluding overhang se Maximum Bout CNON Fortes Per Plylbs) To chord!2x4 SP M2 5-2"6. Bot chord 2x0 SP M2 Chords Tena.Comp. Chatls Tens. Comp. Webs 2x4 SP M3 A-F 481 -9J5 E-D 0 0 Lumber Value set 13B'uws design values F-E 475 -305 approved 11382013 by ALSO Special Londa Maximum Web Fomes Per Ply(IM) Webs TensZon, Webs Tens, Comp. Lumber Dur.Fac=1.25/Plate Dur Fac=1.25) TC-From 2pdat 0.00 to 2pff at 9.77 F-B 20B 0 B-E 379 -583 BC-From 2 p6 at 0.00 to 2 plf at fil TC- 5310 Cone.Load at 1.46 TC- 159 lb Conc.Load at 429 TC- 263Ib Coni Load at 7.12 BC- 29Ib Conc.Load al 1.46 BC- 87 Ib Conc.Load at 4.29 SC. 146 lb Conc.Load at 7.12 Plating Notes Plates s¢ed ser a minimum of 4.00 sg.in./piece. Purlins In lieu of structural panels or right wiling use purlins la laterally Mew chord.as fdlaws: CMN Spacing(in¢) SedIM) End(5) TC 24 0.00 9.]] BC 117 002 9.]] Apply airline to any chance above or Milan,Mars at 24"OC unless ai oetenvise above. Wind Wind loss and rea perm,based on MFRS. NOTES: 1.This dewing is not sufficient alone for installation. MdiWmlinstmctonsacp panoMthin Wssdehdtg,iwude BCSI1-03, should be used in conjunction w8h Me architaduel plans during installation. 2.Apex esN Technology.75 is a 745 us nems owned by Jax Apex Technology Inc..Florida Connotation, Florida Engineer Business Na.]541-4]45 Sudan Pad Court,Suite 4W,Jacksonville,FL 32224-904.821.5200 APEX Michael G Kwkmski Jeffrey P Amason Derek B Muney ®' PE No.60839 PE No.58544 PE Na.71457 Moaatgn envelope IM:e.weomr-me t�roa4-dano-gweawal"ea ABCC45 Pty:1 SEON:17305,T2)/HIP_ CUSTOM Oy. 1 FROM: DRW: HJ05 Wgl:lfi.8lbs I _. 0,125115 3.54 12 B� 11'11"10 (V 3X4(61 T ^- s•T 1 10'1"2 C 5'6"6 5'6"6 Loadlig Crbrla der, Wlnd Crede Snow Crttents dog.Pta PSF) De81CS1 CMems •Maximum Rasegons(Ibs) TCLL 20.00 Wind Se: ASCE]-10 Pg:NA Cb NA CAT:No PPDellesaon in ac Udea Ua Loc R /U /Rw /Rh IRL IW TCDL: ].a Speed 130 mph Pb NA Ce:NA VERTIU-):NA A 128 /29 /- /- I- /).0 BCU-: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C S2 /- I] /- /- /1.5 BCDL 5.00 Risk Category:11 Scow Duration:NA HORZ(LLk 0.0050 - - B 131 167 I- I- l- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.011 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 It Code/Misc Clients Creep Factor:l.5 A Min Big Width Rep= 1.5 Solfil: 2.00 TCDL:4.2 psf Blog Code: FBC 2014 RES Max TC C51: 0.458 C Min By Width Req= - Lond Duration:1.25 BCDL:3.0 pin TPI Std 2007 Max BC 051: 0.285 B Min 8,Width Req= - Spacing:24.0MWFRS Parallel Dist:0 to W Rep Factors Used:yes Max Web CSI:0.000 Bearng A Fcperp=565psi. C&C Dlet a:3.00 S FT/RT:W(Oyloho) Mfg Spetlfad Camber Mazimum To y GCp:0.18 Plate Tyndsk Chords Tensp Choo Forces Per Ply(IM) Wind Duration:l.fi0 WAVE VIEW Ver.15.01.01C.o811A0 Lumber AtltlBbnal Notes A-B n -23 Value Set:13B(EBecBve6fl2013) The owmill Might of Osis Voss ext,eng dinnengts Top chard 2x4 SP 42 2-2-0. Maximum Bot Chond Fortes Per Ply(IM) Bot Groh 2x4 SP 42 Chords Tans.Comp. Lumber value act-1313-uses design values A-C 0 0 approved 1,3012013 by ALSC Special Los& TC-From D2 pit e=1.251 0.001elee Dmp a=1.at 5.!0,� BC-From 2pipet 0.00 to 2plt at 5.53 TC. 49 to Co..Load at IAA TC- 15211,Com.Load at 4.29 BO 27 Ib Cons.Load at 1.46 BG 65 to Conk,Load at 4.28 PMting Notes Plates s¢etl for a minimum of 4.00 o,Jnlpiece. Pumns In lieu of structural pants or rigid ceiling use purlins to merely brace chords as(Glows: Chord Spacing(in m) Start(fl) End(ft) TC 24 0.00 5.53 BC 64 0.10 5.53 Apply Purina to any choice above or below,finers at 24'OC unless immen oMBMiBe shove. Wind Wind loads and reaction based on MWFRS. NOTES: 1.This tlraw(ng is not sup tient alone for insiallmon. Mdi4 al instmctims accompanying Nis tmss drawing,in ude SCSI I.03. should be used in conjunction with the architectural plans during iongstallation. 2 Bus Business No.]on54)-4 45 Sutton Park Court,fictiffious name owned 402,Jeckmnleile IFL 322248904.021.520pFloritla Engineer APEX Michael G Kozlowski PEJanneyNo P Arneson Derek. 1457Murray ®' PEN. BOB39 PE No.50540 PE No.]145) Wpul cnVempa lu:Laueneer-w...-ntsd,. ts,,. uu` ,,i. ABCC45 P 1 SEON-171841TWIJACK CUSTOM Qtr.20 FROM: DRW: J02 Wgt 9.8 lbs 1 ... 09125115 B �2 25'6"10 8 14 I� <V 1113X4(B2 I A i� 23'3• C 3' 3' Loading C1lfeda tout Wind CrKarle Snow Criteria(W.PI in Pan Dell CrBerM A Maximum ReecOom(U) TCLL: 20.00 Wind SM: ASCE 7-10 Pg:NA Cl:NA CAT W PP Deflection in loc UM L1a Lx R IU /Rw /M I RL IW TCDL: 7.00 Speed: 130 mph KNA Ce:NA VERT(LL):NA A 102 18 151 /- 195 /5.5 El 0.00 Enclosure:Closed Lu:NA Chc NA VERT(TL):NA C 44 I- 118 1- 1. 11.6 BCDL 5.00 Risk Cale9ory:11 Sol Durallon:NA HORZ(LL):-0.=B - - B 80 187 15S I- l- 11.5 Das U: 32.00 EXP:C HORZl 4001B - - Vi reactions based on MFRS NCBCLL:10.00 Mason Height 24.84 8 Code I Mies Criteria Creep Factor.1.5 A Min Bg Width Req= 1.5 Soft 2.0) TCDL 4.2 psf Bl Code:FEC 2014 RES Mex TC CSI: 0.229 C Min Bg Width Rae= - Load Duration:1.25 BCDL:3.0 pad TPI SM: 2007 Max BC CSI: 0.132 B Min Big Width Req= - Spacing:24.0MFRS Parallel Dist:0 to M Rep Factors Used:Yes Max Web CSI:0.000 Sending A popery=585po. CSCDlsle:3.00ft FT/RT:30(OY10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(lbs) GCpi:0.10 Plate TWe(s): Chords Tens.Coni Wind Dural16) WAVE VIEW Ver.15.01.01C.M1L00 Lumbar A-B U -75 Value Sal:13B(Effective 6112013) Maximum Bol ChordForces Per Ply(ths) Top chord!2x4 SP g3 Bot chard 2x4 SP g3 Chords Tens.Comp. Lumbervaluesm'13B'was design values A-C 0 0 approved 1MIMH3 by ALSC Plating Notes Plates saes fora minimum of 4.00 sq.indoew. Purlins In lieu of structural panels or dgd wiling use purlins to lalerally Ww,words as wipwa: Chord Spscing(in act Stad(a) End(0) TC 24 0.00 3.00 BC 35 ON 3.00 Apply purlins m any comes above or below filWm at 24'OG Unless angvn O1hefMise above. Wind Wind knew based on MFRS with additional CBC memberdesign. Addikimel NOW The overall height of this Was excluding overhang is 2-7-2. NOTES: 1.This drawing is not sufdent alone for national Addttional instructions accompanying this Wss drawing,include SCSI"3, should on used In whounclion with the architectural plans during Installation. 2.Apex Technologyisafsidous name owned by Jax Apex Techroo,Inc,Florida Corporation. Flonde Engineer Business No.7547-4745 Sutton Palk Cour,Suite 402,Jackwnville.FL 32224-904 8215200 APEX Michael G wocieski Jeffrey P Amason Derek B Moray PE No.SOB39 PE No.58544 PE No.71457 tJoaatgn envelope IM:4avcnmr-rade 1-ron�aafwooacawa tree ABCC45 Ply 1 SEON:1119011U I&JAC CUSTOM IXy:B FROM: DRW: J04 Wgb 22.4 lee / ... 09/25115 B 84'10 12 8 �7 F fl3X4(B2) A 1 �.3. C T T Lwtling Criteria I9dl Wind Cdleda Snow Cr11erM IPo.W In NF) DeB/C81 CrBeM ♦Maximum Reactions(100) TCLL 20.00 Wind Sid ASCE 7.10 Pg:NA Ct NA CATNA PP Deffeclim in bel/mall LM Lac R it) I Rw I Rh /RL 1W TCDL: 7.00 Speed: 130 spin FF.NA Ce:NA VERTRLY NA A 235 133 1122 /- /2W 15.5 BCLL: 0.00 Etrbaure:Closed U:NA Ca:NA VERT(TL):NA C 102 12 145 /- /- 1115 BCDL 5.00 Risk Category,11 Snow Duration:NA HORZ(LL):-0.025 B - - B 183 1201 M28 /- 1- 11.5 Des Ld: 3200 EXP:C HORZ(TL):0.032 C - - Wind reactors based on MWFRS NCBCLL 10.00 Mean l-eighe 26.18 fl Cole I Misc Cantle Creep Facer:1.5 A Min Bm Width Reg= 4.5 Sal@ 200 TCDL:4.2 puff Bldg Code: FBC 2014 RES Max TC CSI: 0.773 C Min Big Width Reg= - Lead DYmfion:1.25 BCDL:3.0 of TPI SId MT Max BC CSI: 0.429 B Min Big Width Reg= - Spacing:29.0' MWFRSParallel Dist:OCM112 Rep Factors Used:Yea Max Web CSI:0.000 Burning A popery=565pu. C8C Diet e:3.00 X Plate 730(0)10(0) Mlg Specified Cembec Maximum Top CM1ON Faxen Per Ply Oba) Gado 0.18 Pete Type(sl: Chords Te101 -1p. With Duration:l.fi0 WAVE VIEW Ver.15.OLO1O0611.00 A-B 101 -158 Lumber Value Set:13B(Effective SH12013) Maximum BM Chord Forces Per Ply(Ibs) Tap Mond 20 SP a2 Chorda Tens.Comp. But Mord 2x4 SP a2 Lumber value set'138-uses design values A-C 0 0 approved 11308013 by ALSC PlMing Notes Plates sued for a minimum of 4,00 sg.indpiece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace enema as rollover: Chord Specing(inoc) Starlit) Emilio) TC 24 0.00 7,00 Be 83 0.04 )00 Apply purlins a any Mords above or bracer fillers - at 24.0C unless shown otherwise above. Wed Wind beds based on MFRS with additional C8C esberdesign. Additional Notes The ovemll height of this truss excluding overhang is 532. NOTES: 1.This dmvirt,is ned sufficient alone for installation. Additional instructions accompanying this new drawing,include SCSI 1413. should be used in conjunction with the architectural pens during salesman. 2.Apex Technology as a ficMious name awned by Jax Apex Toe ndogy lnc.,Florida Corporation. Flotlda Engineer Business No.7547-4745 Betlan Park Cour,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Michael G Kozlowski Jeffrey P Amason Derek B Murray ®" PE No.60839 PE No.5115441 PE Na.71457 uocualgn envelope m:aweeml-sac 1-aoa�aano-ooscauua woe ABCC45 PIS1 SEON:17297IT85IJACN CUSTOM CIY:8 FROM: DM JOS WgL 9.8 Iles 12 5 B 11'7"1 n --3X 4(B2 TA 10'1"2 C 3' 3' Loading Cr0eria Ipso Wind Criteria Snow CMaria rypxe PSF) DB&CSI Criteria A Muimm Re uecNans(Ibs) TCLL: 20.00 Wind Std ASCE 7-f0 Pg:NA p:NA CAT:No PP Deflection in loc Udefi t/% Loc R 1U IR. /Rh /RL /W TCDL: 7.00 SpeaE: 13o mph PF.NA Ce:NA VERT(LL):NA A 101 118l51 /- l43 13.5 BCLL 050 Enclosure:Closed Lu:NA Ca:NA VERT((LI:NA C 43 /- 118 /- I- 11.5 BCDL 5.00 Risk Category'.II Show Duration:NA HORZ(LL): 0.001 C - - B 78 /45 l38 /- I- 11.5 Desi 32.00 IXP:C HORZ(TL): 0.002 C - - Wind mations basad on MFRS NCBCLL 10.00 Mean Height 15.00 fi Code/MMc Claude Creep Factor 1.5 A Min BM Width Req- 15 SOBA: 2.00 TCOL:4.2 psf Mg Code: FBC 2014 RES Max TC CSI: 0.211 C Min By WidN Req= - Load Dumtbn:1.25 BCDL:3.0 psf TPI Std 2007 Max BC CSI: 0.124 B Min Brg Width Req= Sparing:24.0- MFRS Puri Dist:0 to hl2 Rep Fadons Used:Yee Max Web CSI:0.000 Bearing A papery=5B5pei. C&C Dont a:3.000 FTITtT:30(Oyl 0(0) Mfg Specified Camber. GCq:0.18 Plate Type(s): Maximum To Forcesh/ Chord Per P (IDs) Wind Duration:1.00 WAVE VI EW Ver 15.01.0105811.00 Chaim Tens.Oomp. Lumber A-B 29 -50 Value Set:13B(Effective&12013) Top cndN 2x4 SP n aluinum Bat Chofd Fortes Per Pty(Iles) Bot chard 2x4 SP 93 Chdds Tans.Comp. Lumbervalueset938-ueesdesi9nvaluss A-C O 0 approved 11302013 by ALS(C Plating Nates Plates sized for a minimum of CO sq.in./piece. Purlins In lieu of simdurel panels or rigid ceiling use pumas to laterally Yrace chords as folloas: Good Spxinghn x) Stands) End(h) TC 24 0.00 3.00 BC 3A 008 300 Apply pumins to any chords above or below fillers -- st 24'OC unless she.otherwise above Wind Wind leads based on MW FRS with additional C&C mormberdesign. Additional Notes The overall height of the Imss excluding overhang Is NOTES: 1.This opium,Is not sufficient alone for installation. Additional Insimdions acc0mpwrying this truss,drawiM.indude BCSI 1-03, sh0uld ba used in conryncoon with the archimdurel plena during inngstallation. 2 Apexes Nr" a]45Sultan ecame bJax A0eo Yhno Wvle IFL.32224ch-904'815ZOOFknce Engineer APEX MkhaelGKozbaaki Jeffrey 58514 Derek 1457 fi PE No,60839 PE No.58544 PE No.7145] rwaagn cnvarope so:wVcomrveac t-�eaeav4o-ooscnvps wca ABCC45 PM1 SEDN:1]3081 TT91 UAC CUSTOM t1M 9 FROM: DRW: JOB i.", I ... 09125115 12 B 5 12'0"1 141 r (V (V 3X4(B2 T A 1 10'1"2 C 4' 4' Loading Camara,(pro Whin Crileda Spew Crmada(laps in PSF) Da111CS1 Crmad, ♦Btaxlmum Reactions(ling TCLL: 20.0) Wind SIG ASCE T-10 P9:NA CL NA CAT:NA PP DeOedtion in loc L/defl L/M Loo R 1U /Rw /Rhr 1 RL IW TCDL: TOO Speed: IN mph PF.NA Ce:NA VERT(LL):NA A 133 125 /61 I- IN 15.5 :CLL: 0.00 Enclosure:Classic! Lu NA Cs:NA VERT(TLE NA C 57 I- /22 1- /- /15 BCDL: 5.00 Risk Cesel II Spew Duretlon:NA HORZ(LLr 0.003 C - - B 101 160 /51 1- 1- 11.5 Des Ld: 32.00 E)P:C HORZ(TL):0.005 C - - Wind reactions Dared on MFRS NCBCLL:10.00 Mean Hial 15.00 it Code l Miss Cm,da Creep FactOntS A Min Bag Width Rag= 1.5 Soffit: 2.00 TCDL 4.2 psf Bldg Code: FBC W14 RES MU TC CSI: 0.360 C Min Brg WidtM1 Req= - BCOL:3.O f TPI Std 200] Msx BC CSI: 0.226 B Min Brg WidtM1 Req= - SpadDuretion:1.25 Pe Bearing A Fcxxp=565psi. Spacing:26.O- MFRS Pamial it to J2 Rep Factors Used:Yea Max Webfied 0.000 Camber. CBC Dist a:3.00 it Plate Mg SperlOed Camber: Mulmum Top Chord Forces Per Ply(lbs) GCpi:O.18 Plate Tapeta): Chords Tens.Comp. Wind Duatiom:l.fi0 WAVE. VIEW Vea:15.O1.O1C.O811.00 q-S 39 -6 Lummar Value Set:13B(Effective(Io112013) Maximum Bot Chad Forces Per Ply(Iba) Top chord 2x4 SP d3 Chrome Tens.ComP. Bot chord 2x4 SP M3 Lumber value set-138"uses cargo values A-C 0 0 approved 11302013 by ALSO Plating Notes Planar saed for a mmimum of 4.00 sg.indpicce. Purlins In lieu of structural Wrels or rigid caging use purlins to laterell,brace chords as follows: Chad Spacing(in or) Should) End(0) TC 24 0.00 400 BC 46 0.08 4.00 Apply Wr ins to any dards above or below fillers at 24-OC unless shown advisable above. Wind W IM loads based on MFRS with additional CSC member design. Additional Notes The overall height of this buss excluding overhang is 24-0. NOTES: 1.This tlrewing is not sufficient alone M irradiation Additional insWctions accompanying this truss dowing,include SCSI 1-03, should W used in conjunction with the architectural plana during installation. 2 Apex nese No.7547-474is a 5 Sutton Park Court,Suite Jax O2 Ja cionl�elFL.32I224e90481,5200FbMa Engineer APEX Mbhraal G Kozlowski Jeffrey P Agrees, Derek B Murry PE No.60839 PE No.58544 PE No.71457 .Pau gn onveiopetu.GwCamraacI-Vaaeaor .tbd xdn ora ABCC45 Pit,1 SEONa7203FROM: NN 1720/CO CUSTOM Oty.2 Di T02 Wgt 81.2 It, / ... 09!25/15 4T! 878 12F13 173' F-- 4q '� 4.1.5 4r5 a's•3 I �4xa u ° X3%38 0O3N3 IN -13d 21 1I i zrr 676 Si 1]3' LOWIrM CrkMe(ptl1 WInal CMeHa Snow Cdtxle(P9,RFFSF) DeNCSICra la •Mulmum Reactlam(lbs) TCLL: 20.00 WiM SW: ASCE 7-10 Pg:NA CI:NA CAT:NA PP Deeoction in kc tlda8 tM Loc R 1U /Rw /Rb /RL IW TCDL: 7.00 Speed 130 mph Pi INA Ce:NA VERT(LL): 0.025 F 999240 A 576 /2137 1271 /- /16715.5 BCLL 000 Enclosure:Closed Lu:NA Ca:NA VERT(TL): 0049 F 999 206 E 576 1281 1271 /- I- I- BCDL 500 Risk Category:ll Sri.Duretioni HORZ(LL): 0013F - - Wind reactions based on MFRS Des Ld 32.00 EXP:C HORZ(TL):0.027 F - - A Min Big Width Req= 1.5 NCBCLL:10.00 Mean HeighP 25.12 0 CMOI MM Cm ft Creep Factor.1.5 E Min Big Width Req= - SnFL 2.00 TCDL:4 2 psf BWg Coale: FBC M14 RES Mex TC CSI: 0.230 BmNg A Fcp d,-S1H psi. Load Durii 1.25 BCDL 3 0 psi TPI SW: 2007 Mu BC CSI: 0.627 Spacing:24.0• MWFRS FaMkl Dist:0 to M2 Rep Factors Land Yes Mu Web CSI:0.159 Maximum Top Choral Forces Per Ply(Ibs) CSCDdta:3.009 F7AiT:30(0y10(0) Mfg Spx0ted Camber: Chorda Tens.Cornp. Chords Tem. Camp. GOpi:0.18 Plate Typi A-B 417 -788 C-D 363 -582 Wind Durml 1.60 WAVEVIEW Ver 15.01.01-.0611.w B-C 363 -502 D-E 417 -780 Lumber Wind Value Set:13B(Effedive WIM13) Wind loads based!on MFRS wOh additional CHIC Maximum But Chad Forces Per Ply(Ips) Top chord 2x4 SP 92 numbendesi9n. Cndrds Tens.Cord, Chords Tens, Comp. Bot dond 2x4 SP M2 Additional Notes A-F 595 -261 F-E 595 -267 Webs 2x4 SP p3 Lumbervalue sat'P13B-ossa design values The manall height of this miss excluding overhang is Maxbmm Web Forsae Per Ply Ifts) approved 113076013 by ALSC 64-2' Webs Tens.Comp. Webs Tena. Con, Plating Notes B-F 241 -225 F-D 241 -725 Plates sized for a minimum Of4.00 M.imlpiea. C-F 368 -231 Purim In lieu of slmclurel Panek or rigid ceiling use purlins to laterally brace chords as fdW.n: Chord Spacing(in oc) SWm9) End(9) TC 24 0.00 1725 BC 120 ON 17.21 Apply Maim.to airy chords shove or below filers at 24'OC unless shorn otherwise above. Hangers/Ties Recommended hangar corrections are based on manufacturer tested cap comes and calcoutions. Conditions may exist that require different connections than indicated.Refer to manufacturer publication kr M°6ioml information. Beadmq at statim x=17' uses Me folimaing support mnE6kns: Bearing E (17',2213•)HTU26 SUpeor ,irg Member(1)2x6 SP SS Deme (20)0,1401 reels into suppMing ember. (11)0.140'x1.5-nab intosoppMed member. NOTES: 1.This drawing is rat suRident alone fa installation. Additknal inslmdlons ac mpmrying Mis toss Erawim,include BCSI 1413, should be used in conjunction with the arehitecturol plans duri0g installation. 2.Apex Technology is a 0clitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business 17541-4745 Sutton Park Cour,Suite 402,Jacksonville,FL 32224-904.821mm APEX Micheal G Kozlowski Jaffrey P Arneson Oerek B Mundy D® PE No.60839 PE No.50544 PE No.71457 VO .'.COVerape no:e3Veomr-tlatl-4lsee-oallo-amCauuYl4[tl ABCC45 Pty.1 SEDN:17MBIMICOMN CUSTOM awl FROM: DRW: T0o Wgt 1NAbe, / ... 09R515 r 0'5'15 BTB 12716Y4 217 + Z6•/ C'S'15 1'19 3T! 4Y4 4812 S T L f4x1 12 x4M g O E e F T secs B I (e) % 81) 11 Tim. 1-+�2zr 4.4.3 e3%0 4r5 T11- ` 9• 3Y4 4.4.6 d LV12 r4r) STB 175.6 13a' 17712 71 W4 267 Loading CrBeda Ipso Wind CMerla show CrMrla(F9.PlM FSH DaBICSI C~. ♦Maximum Resclkse(Ms) TCLL: 200 Wid SM: ASCE T-10 Pg:NA Ct NA CAT: PP Deflsaion in toe UMt/N Lon R IU I Rw /I I RL IW TCDL: Ti;0Speed: 130 mph Pt.NA Ce:NA VERT(LL): 0.164 K 999 315 A 1267 /692 1- /- 1- /5.5 BOLL: OAO Enclosure:Closed Lu:NA Ce:NA VERT(TL): 0.321 K 981 315 G 1875 11067 I- l- I- /5.5 BCDL 5.00 Risk Categor,,Il Snow Duration:NA H0RZILL): 0.058 C - - Wind reactions based an MWFRB Des Ld: 32.00 UP:C HORZ(TL):0.114 C - - A Min B,W"h Req= 1-5 NCBCLL 10.00 Mean Height:25.n It Cade/Mise Cmeda Creep Factor.1.5 G Min B,Width Req= 2.2 Soft 2.00 TCDL:4.2 pat Bk1g Code: MCM14RES Max TCCSI: 0.967 Bearings A B G Fcpmp=565psi. Load Duration 1.25 BCDL 3.0 pst TPI SM:20W Max BC CSI: 0.960 Spacing:24.0• MWFRS PmwBsI Dist O W h2 Rep Factors Used:Yes Max Web CSI:0519 Maximum Top Choral Fortune Per Ply(IM) C&C Dist a:3.00 8 FTIRT:30(Oy10(0) Mg SpetiTNd Camber: Chortle Tens.Comp. Chards Tem.Comp. GCp1:0.18 Plata Typists): A-B im-1873 D-E 1822 -M Wind Duration:1.60 WAVE VIEW V.15.01A1C.0611. B-C 980-17M E-F 1876 -3396 Lumbar PUNim C-D 987-1739 F-G 1674 -2901 Value Set:13B(Effective 6/12013) In lieu of structural panels or rigid ceiling use purlins Maximum BM Chad Forces Per Pry(IM) Top choral 2.4 SP A2 to laterally brace cdrds as follows: Chords Tens.Canp. Climate Tarte.Comp. Bot chord 2x8 SP 92 Chad Spacing(in ac) Sled(f) Ed(8) Webs 2x4 SP e3 TC 24 0A0 26.58 A-M 1490 -819 J-1 3393 -1880 Lumber value cat'13B'uses des lues ABC 82 al0.cove or 26A4 M-L 14% -821 I-H 2344 -1338 gn vis p24-CCinstoanychoMsabmeorbelowfillera epprovd 17302013 by ALSO of 24'01 unless shown oMeoxise show:. L-K 2902-1618 H-G 2336 -1393 K-J 3313-1810 Bracing Additional Nome (a)Continuous lateral restraint equally spaced ou The overall rebid of Its truss excluding oveTang is Maximum Web Forces Per Ply(Ibe) member 64d, Webs Tem.Comp. Webs Tem. Comp. Special Loads M-B 96 -86 K-E 337 -541 -(Lumber Nr.Fac=1.251 Plane DucF.c=125) B-L 54 -112 E-1 64 -138 TC-From 57 Of at 0.00 to 57pfm 8.62 C-L 1626 -858 1-F im -BB0 TC-From 57 Pf at O62 to 57 pit at 12.25 L-D 1161 -ZI84 H-F 191 0 TC-From 57 pit at 12.25 to 57 pit at 17.31 D-K 325 -161 TG From 28 pifst 17.31 to 28 pit at 21.58 T6 From 57 pit at 21.50 to 57 pit at 28.58 BC-From 10 pit ad 0,W to 10 pitM 17.31 06 From 5 p at 17.31 to 5pff al 21.57 BC From 10 pfst 21.57 to 10 plf at 2658 T6 131 Ib Can..Load.119.23,2052 TG 242 to Conc.Load at 21.57 B6 654 lb Conc.Load at 1731 BG 73 b Conc Load al 1923,20.52 BO 113Ib Conc Load 812157 Plating Notes Plates suetl for a minimum of 4.00 su IA/piece. Wd Wind Inds and reactions Mud an MWFRS. NOTES: 1.This drawing is ret sufficient atone for installation, Additional Instructions acconpanys,this imm droving,include SCSI 1413, sbeuld be used in conrync5on with the architectural plans during installation. 2.Apex Technology is a ficMbus name owned by Jax Apex Technology Inc.,Florida Cor aration. Florida EWineer &ninon No.750-4745 Sutton Park COW.Suite 402,JaGsomans.FL 32224-904.021.5200 A�EX Michael G KONawski Jeffrey P Amason Demk B Murray PE No.80839 PE No.53544 PE No.71457 UOCLJtgn cnvempe iu:<Jucocal-sac I-4 eyLaOXFomcawm Vea ASCC45 PM1 SEON:1M12/T29/CCMN CUSTOM Oy: 1 FROM: Di 1106 Wgt 141.41ba 1 ... 0912515 5'9] 9 139'0 117• 2099 287 5'9] 3'T9 49Y 4'3.8 32.9 59•] indite Nb TI C 9E 12 `MB Fi2X1 8 � j-4X4(B2) .4zNB27 i 2s anJ C1 l•12 4•r12 4rtz 41r1z al 13TB V 4 23•s gg zlih• Loading(IMarla town Whad CNtrrm Snow Cr ryg,Prm nasi 041111 Crithalm A Maalmum Reactions Plus) TCLL: 20.00 Vital ASCE 7-10 Pg:NA CL NA CAT:W PP Denection in loc Lmefl t/9 Lac R IU /Rw /M /RL /W TCDL: 7.58 Spend: 130 mph K.NA Ca:NA VERT(LL): O.OT2 D 999 318 A 90 12W 14221- 1174 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.137 D 999 318 G 947 /2W 1422 /- /- 15.5 BCDL: 5.00 Risk Category:Il Snow Duration:NA HORZ(i 0.041H - - Wind machurs based on MFRS Des LLL 32.00 EXP:C HORZ(Rp 0.077 H - - A MIn Bag WitlM Reg= 1.5 Ni:10.00 Mean Height:25.114 fl Cods I Mlsc Criteria Creep Fedor.1.5 G MIn Bag Widlh Req= 1.5 Soft 2.00 TCDL 4.2 psf Bag Cade: FBC 2014 RES Mex TC CSI: 0,470 Bearings A&G Fell=Man. Load Duration:1.25 BCDL 3.0 pat TPI Std M07 Max BC CSI: O.BW Spacing:24.0MFRS Parallel Dist:W to h Rep Factors Used:Yes Mex Web CSI:DM Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 tt FTIRT:30(Oy10(0) Mfg Smidgens Camber Choms Tena.Comp. Claude Tens. Comp. GCpi:0.18 Plate,Type(a): A-B 596-1358 D-E 524 -958 Wind Duraticm:l.W WAVE,HIS VIEW Ver 15.01.01C.0611.00 IB-C 558-1191 E-F 590 -1192 Lumber C-D 524 -953 F-G 395 -1393 Value Set:13B(Effective&1/2013) Tap chow 20 SP Q Maximum Bot Chum Fortes Per Pty(Ii Bot Mom 2x4 SP M2 Chords Trani Chords Tem. Comp. Webs 2"SP A-J 10]3 -390 1-14 103] -MI Lunturvalueset•1313•usesdesignvalues J-1 11 -321 H-G 10]3 -39] approved 11352013 by ALSC Plating Notes Maximum Web Forces Per Ply(11m) Plates sbetl fora minimum 014.00 sq.in/piece. Wend Tare.Comp. Webs Tens. Camp. B-J 215 -211 D-H 118 -212 Purlins C-J 432 -199 H-E 432 .1% In lieu of structural panels or agid all use purlins J-D 118 -212 H-F 215 .211 to laterally brace chows as follows: Chord Sprom in or) Stai Eral9) TC 24 0.00 26.58 BC 120 0.04 26.55 Apply purlins to any Mortis above or below fillers at 24.OC unless shown Othem4se above. Loading Truss passed Mack for 20 psi additional bottom chow has load in areas with 42%high x 24•-wide clearance. Wind Wind loads based on MW FRS will sensorial C&C memberdesgn. Additional Notes The overall height of this tmss excluding overhang is 6-7-2. NOTES: 1.This drawing is net suFuent alone for installation. Additiorml instructions accompanying this tmss dmvmg,inWde SCSI 1-03, should be used in conjunction wind me architectural plans during adaptation. 2.Apex Technology In a f titious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Bumness No.750-045 Sutton Perk Court,Seth 402.Jacksonville,FL 32224-900 8215258 APE X Michael G Kozlowski Jeffrey P Amason Derek B Munsy ®' PEN..60&39 PE No.58544 PE No.71457 Docuagn cnverope 1D:4dOcoeal-sae I-aoa4aamo-oaocouuB wCn ABCC45 PM1 SEON:172161715/COMN CUSTOM 0ty'. 1 FROM: DRW: T08 Wgb 128.81Ds / ... 0925115 R@1s mT IV, MP ens e4a m c TIII suras in e p arae rAma �9xyezl -wheal OF _ -+� a aB'10 641] 9410 @1P10 1RG t@T Loading Cmada gonWind Cduda Snow CNUNs IP9.Pr lo PtFl Defl1CSI CrflarM A Mixtures Reactions(lbs) TCLL: 20.00 Wind SM: ASCE 7-10 P9:NA CL NA CAT:NA PP Deflection in loo Uds, L/91 Loc R 1 U lithe /RII /RL /W TCDL: 7.00 Speed: 130 mph W.NA Ce:NA VERT(LL): 0.074 F 999 318 A 987 12M 14131- 12M /5.5 WILL 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TLy 0.137 F 999 318 E 988 12M /413 /- 1- 15.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZILL): 0.036 F - - Wind mctions based On MWFRS Des Ld: 3200 EXP C HORZ(TL):0.058 F - - A Min BM Wi6M Req= 1.5 Ni 10.00 Mean Height 27.18 6 code I Mkc CrgerN Creep Facer:1.5 E Min Big Width Req= 1.5 Bpm 2.00 TCDL 4.2 Ind Bdg Cotte: Pi 2014 RES Mex TC CSI: 0.514 Beanngs A B E popery=585psi. Load Duration:1.25 BCDL 3.0 par TPI SM:2007 Mex BC CSI: OA35 Forces Per Ply Qbs) Spacing:24.0 MFRS Pensllel Dist:112 to h Rep Factors Used:Yes, Mex Web CSI:O.40 Chorda Maximum ToTo Cp CloonM1ON CIIOIda Tens. Comp. C6C Dist a:3.00 ft Ii Willi 0ID) Mfg Specified Camber. GCp1:0.10 Plate Type(s): A-B 525-1151 C-D BOD -1301 Wind Duration:1.60 WAVE,HIS I VIEW Vu,15.01.0160811,00 IB-C 600-1330 D-E 525 -1188 Lumber ng Value Set:13B IEBei 8/12013) Chords Maximum But Cmp.hem Force Per Ply(l. Chords Tens.Comp. CM1atls Tens. Comp. Top Mora 2x4 SP d2 A-H 1131 -325 G-F TIO -91 But choM 2x4 SP 0130 Webs 2x4 SP#3 H-G 710 .91 F-E 1131 -325 Lumbervalue set-13W uses design values appmved 1/3012013 by ALSC Maximum Web Fomes Per Ply lips) Webs Tens.Cmnp. Webs Tena. Comp. Platin,Notes Plates sped for a minimum 01400 sq.inlpieca. B-H 219 -325 C-F 595 -235 H-C 501 -235 F-D 299 -324 Purlins In lieu of structural panels or rigid ceiling use pudlns W Intensity brace clwNs as follows: Chow Spaon9lin oc) Sudlfl) Endgl) TC 24 0.00 26.58 BC 120 0.04 26.55 Apply pudlns to any Mohs above or below fillers at 24'OC unless shi sediment,above. Loading Truss passed check for 20 pst additional bottom chord the load in areas On 42.41igh x 24'-wide clearance. Wind Wird leads based on MW FRS win additional C&C ember design. Additional Notes The overall height of this Vuse excluding overhang is 932. NOTES: 1.This tlrawing s not suMGent alone for insulation. Additional ins nacliow accompanying nis Voss drawing,include SCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fldigous name sand by Jax Apex Technelogy Inc..Perla Corporation. Florida Engineer Business No.7547-4745 Sutton Park Conn,Suite 402,Jackaonnlle,FL 32224-904.8215200 APEX Michael G K071omaki Jaffrey P Amason Derek B Murray ®" PE No,80839 PE No.58544 PE Ni,71457 IICCmIgn envEmhe Iv:Lsvcoml-saet-Mese-eaMO-Ooscowa Vca ABCC45 Py1 SEGN:1]220/T1]/COMN CUSTOM OA' 1 FROM: DOW: T10 pif.", I ... 09255115 els 14 8 2408 M any qP 2 m eao + sani 11v +1 p.sxs 2 ° 'go. pe4rs -S seall al T l �I • k -J -I H anon 4ru rrae n4 z etmto uoe 2e�: ear Loatling Cidu rla tool Wind Creeds Snow Critada ft.Hm FBF) DH CSI Crhetla •Maximum Raecllona Ilea) TCLL: 20.00 Win i SM: ASCE 7-10 Pg:NA Ct NA CAT:Ne PP Deflection in no L/de8 UI0 l R IU /Rw /Rh /RI_ IW TCDL: 7.00 Sped: 130 mph K.NA Co:NA VERT(U_): 0.072L Sell 318 A 989 /237 /4191- /258 /5.5 BCU_: 0.00 Encbwre:Closed! Lu:NA Cs:NA VERT(TL): 0.133 L 999 318 H 986 /239 /3921- /- 1, SCOL: 5.00 Risk Category:11 Snow Duration:NA HOFUIL): 0.032H - - Wind reactions based on Mil Des W: 32.00 E%P:C HORZIIlt:0.058 H - - A Min Big Audi Req= 1.5 Ni 10.00 Mean Height 27.27 fl Code/Mum Criteria Creep Fahr 1.5 H Min By Width Req= - SOMI: 2.00 TCDL 4.2 For Bi Cotle: FBC W14 RES Max TC CSI: 0.523 Bear,A Fcperp=foul Load Duration 1.25 BCDL:3.0 pf TPI Std 2007 Mex BC CSI: 0."5 Spacing:24.0MFRS Parallel Disc h2 to h Rep Fadare Used Yes Mak Web CSI:OA72 Maximum Tap Chord Forces Per Py hba) 041 a:3,0011 FTIRT:301 MO) Mfg Specified Camber. Chance Tens.Comp. Chords Tare. Comp. GCpi;0.18 Plata Ti A-B 534-146f D-E 613 -1382 Wind Dura8Op:160 I WAVE,HIS I VIEW Ver 15.01.01C.0611.00 IB-C 611 -1301 E-F Nt -1050 Weapon Leaning C-D 616-1312 F-G 20 -23 Value Set 13B(Effective 8/12013) T„NFinallive da check for in areas 220t par additional botloe Maximum Bot Crime Fortes Par Py lips) Bol Mob 2x4 SP#2 Top MOM 2x4 SP p2 clearance. g Clients Tens Comp. CM1Ntls Tens. Corp. Webe2x45P#3 Wintl A-L 1131 -374 1 -i 1139 -384 Luproved valuesety uses design values L-R TPJ -10.5 -H 421 -160 approved 0012013 by Al-SC eleadsign, on MWFRS armattlitional CBC N-J 713 -10.5 member design, Plating Notes Additional Notes Maximum Web Fomes Per Py Obs) Plates seed for a minimum of 4.00 M.inlpiece. The overall height of this truss excluding ovemang is Webs Ten.Comp. Webs Tens. Comp, Purlip 9.5-7. B-L 326 -328 E-1 450 -859 In lieu ofstmclural prelsortgid calling use Future L-C 510 -231 I-F 1063 -419 to laterally brace cleMs as follows: C-J 550 -23] F-H 402 -1006 Grand Spaung(inac) Sol End18) J-D M -311 G-H 24 -31 TC 24 0.00 26.58 0-1 1B -99 EC 120 004 28.58 Apply purlins to any Mohs above or below fillers at 24'OC ensues Mown oNemixe above. HMrgam I no. Recommended happen connections are based on manufacturer tested capacities and calculations. Conditions may exist Mat require different connections than Indicated.Refer to manufacturer publication for additional information. Beefing at location x=264- uses the fdlowing support conditions; Beefing H (294'.22'3")HTU26 Supporting Member:(2)2x8 SP SS Dense (20)0.148-x3'nails intosupprmg ember, 11t1Od48'x1.6-mul. intOsuppted member. NOTES: 1.This drawing is not sufficient alone for installation, Additional instructions accam,kal this truss drawing,include BCSI 1-03, should be usedTifichinconjunction with the architectural plans dum,Marshall 2 Buenas No.)517-Ois a�SSu6on Pairs tious name nedby Jax 402xJachnollrWe lm, Florida 24 9 es S�gFbdda Engineer Fill APEX PE No GNWloweki Jeffrey PAmason Derek. Murray 1457 PE No.fi0839 PE No,68544 PE No.]145] uocu.,gh envemhe IU.LJueemlaJel-4otlL-aanD-OOJCOVVBInce ABCC45 PIT SEON:1724/T1/COMN CUSTOM Oly: t FROM: DRW: T12 Wgt 155,4 has I I / ... 09125115 ra9re err xry � 619 be•] @119 tY <YP rx a 6 a4xNs6s) D E T I \ a -xI 1 - ee•m avH n'Is em•u ars". rare rm mss xm Loading Crousaft(Fdf Wind Coale Saw CMM(PO.Pfki Pay) Carl Chains ♦MaximumR CUOM(lbs) TCL, 20.00 Wind Std ASCE1-10 Pg:NA CI:NA CAT:NA PP Defection in be Ude, l/k Loc R /U /Rvx /RN /RL /W TCDL: 7.00 Speed 130 mph PF.NA Co:NA VERT(LL): O.071 K 999 318 A gag /237 /422 /- /258 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0132 K 999 318 G 986 1239 13M /- I. I- BCDL 5.00 Risk Category:II Snow Duration:NA HORZ(IUQ: 0027 B - - Wind reactions bred an MWFRS Des Ld 32.00 EKP:0 HORZ(TL): OOW B - - A Min BM Width past,= 1.5 NCBCLL:10.00 Mean Height 27.278 Coda/Misc Counts Creep Factor,1.5 G Min B,Width Req= Son: 2.00 TCDL 4.2 psi BMg Code: MC2014 RES Mex TC CSI: O.W7 Buying A FcpeM=5a5psi Load Duration:1.25 BCDL:3.0 PN TPI SM:2007 Max BC CSI: 0.029 Spacing:24.0MWFRS Parallel Dist:N2 to In Rep Factors Used:Yes Max Web CSI:OAA Maximum Top Chem Forcas Par Ply jibs) C8C Dist a:3.00 R FT1RT:30(Oy10(0) Mfg Specified Camber. Chords Tens.Comp. Claude Tens. Camp. GCpi:0.18 Plate Type(s): A-B 547-1466 D-IE 525 -1051 Wind Duration:1.60 WAVE,HS VIEW Ver.15.01.01 C.061 IDO B-C 64-128 E-F 499 -1200 Lumbar Leading C-D 63J-1305 Value Set 13B(Effective 8/12013) Tress passed check for 20 put additional bottom Maximum Bot Chord Fortes Par Pty(lias) Top chord 2x4 SP d2 chardlliivvee load in areas with 42--high x 24'is'Me Chatla Tens.Comp. Chords Tare. Comp. Bot Mad 2x4 SP p2 Webs 2x4 SP M3 A-K 114 -376 I-H 1123 -403 ber Lumvalue set'13W uses design values Wind K-J M -151 H-G 28 -17 approved 1Y 013 by ALEC member resign. Wind loads on MWFRS with atldifiarel CBC J-1 7m -151 ign. Pla0ng Notes Additgnal Note Maximum Web Fomes Per Ply jibs) Plates seed for a minimum of 4.00 so.in/piece. The overall height of Ms mass excluding overhang is Waft Tens.Comp. Webs Tens. Comp. Pudlms 9-5-7. B-K 292 -325 D-H 278 -715 In lieu of structural panels or lgitl ceiling use pudire K-C 534 -228 H-E 484 -186 to laterally brace chords as follows: C-1 W -248 H-F 936 -324 Chard Spaang(inoc) Stmoft) End(8) 1-D 296 -271 F-G 419 -952 TC 24 Ow 26.50 BC 120 0.04 26.53 Apply purlins to any chords above or below fillers at 24"OC unless shown otherMse above. Hangers/Ties Recommended hanger connections am based on manufacturer tested ropacifies and calculate.. Conditions may exist that require diBerent wnnecions than indicated Refer to manufacturer publication for permanent info namor. Bearing al location x=26'4- uses the fdlowing supponcomfiions: Beamng G (28'4-,223-)HTU36 Supporting Member:(2)2x8 SP SS Dense (20)0.148-x3-nails Into supporting member, (11)0.148. 1 IT nails into supposed member. NOTES: 1.This dmwitp is at sumaent arms for installation. Additional instructions accompanying this truss drmving,include SCSI t-03, should be used in conjunction wAh the ainhilecWml plans during Installation 2.Apex Technology is a fictitious name oam d by Jar Apex Technology Inc..Hunts Corporation. Floods Engreer Business No.7547-4745 Sutton Perk Couch Suite 402,Jacksonville.FL 32224-900 821.520 qp E X Michael GK Iowski JeBrey P Arneson Derek 8Mo., til® PE No.00839 PE No,58544 PE No.71457 wwalgn mosecp.v:esVcoecr...irmaaalloclmeovu`J Vca ABCC45 PIy1 SEON:17233IT251COMN CUSTOM Our. t FROM: DRW: T14 Wgt 172.2 lips / ... 09025/15 �H 6T5 LP 14Y w YSY 1; BH7 1 SI 9 � YS' 'Y a.4xe -4x0 alR is n a 7 'rea NF� yuka cIwa ax•no ru sry nn r surto n» tF ns :X Loading Criteria Ipso Y Wind Crucial Snow Chinesis(N.M.PSF) DMCriteria ICSI •Mulmum Reactions(lbs) TCLL 20.00 Wind Std ASCE 7-10 pg:NA Ct NA CAT NA PP Digestion in M Udae LM+ Loc R It.) I Rw I Rb /R1. 1W TCDL: 7.00 Speed 130 mph R.NA Ce:NA VERT(LL): 0.067 D 999 318 A 975 1237 14251- /258 /5.5 BCLL: 0.00 Enclosure'.Closed Lu:NA Cs:NA VERT(TLk 0.125 D 999 318 H 967 1239 1400 /- /- /- BCDL 5.00 Risk Category:II Smw Duration:NA HOn(Ly: 0.029 H - - Wind numtkln3 basad on MW FRS Des Ld: 32.00 EXP:C HOU(TLp 0.0%H - - A Min BIT Width Req= 1.5 NCBCLI:10.00 Mean Haight 27.278 Code/Misc Criteria Creep Factor,1.5 H Min Bg Width Rey= - SOIM: 2.00 TCDL02 psi Be,Code: FBC 2014 RES MsxTOCSI: 0.487 Bearing A Fcpenp=565psi. Laud Dumbon:1.25 BCDL:3.0 psf TPI Std: 2007 Max BL CSI: 0.683 Spacing:24.0" MWFRS Fuelkl Dist W to h Rep Factors Used:Ves Max Wb CSI:e0.812 ClardyMaximum Top Chord Forces Per Ply Obs) CSC Dist a:3.008 FT/RT:30(Oy10(0) Mfg Spadw Camber: Cholla Tens.Camp. CMNs Tens. Comp. GCpi:0.18 Plate Type(s): A-B 564-I3 D-E 495 -910 Wind Duration:1.60 WAVE I VIEW Ver.15.01.01C.0811.00 B-C 642-IM E-F 519 -1094 Lumber Leading C-D 639-111] F-G 90 -92 Value Set:13B(Effechve WM13) Tress passed check far 20 psf addMional bottom Maximum But Chord Forces Per Pty Obs) Top choN 2x4 SP 012 chow lire load in areas w8h 42--high x 24•-wxle Chords Tans.Com . Chords Tans. Comp. But choral 2x4 SP d2 clearance. P P Webs 2x4 SP a3 Wind A-L 1105 -390 J-1 846 -221 Lumber value set•13B-uses desgn values Wind loads based on MFRS with additional CBC L-K 757 -154 I-H 850 -328 approved 1J 013 by ALSC membarderga li 757 -151 Plating Nates Additional Nates Maximum Web Forces Per Ply(lbs) Plates sized for minimum of 4.00 sy.in.lpiece. The ovemll haght of this tress excluding overhang is Webs Tens.Comp. Webs Tena. Camp. Paribas 9-57. B-L 305 -328 E-1 225 -64 In lieu of stmqumt panels or rigid ceiling use pudins L-C Sr'4 -244 I-F 151 -96 to laterally Waov chaNs as rollons: C-J 562 -302 F-H 45(1 -1161 Chad SVaan9(inoc) Stadifl) End(e) D-J 333 -603 G-H 1m -122 TC 24 0.00 26.58 J-E 352 -98 BC 120 0.04 2858 Apply purlins to any chords above or below fillere at 24-OC Unless shown othenaise above. Hangers I Ties Recommended hanger connectors am based on manufacturer tested consensus and calculations. Conditions may exist that require different corrections than indicated Refer to manWMWmr publication for add8ional infoonadon. Bearing at Iocatim x=26'4• uses the blowing support cond4ions: Bearing H (264',22'7)WU26 Supporting Member(2)2x8 SP ata (20)0.148'x3•nails Into supporting member, (11)0.148•xl.Ynails inox,portud member. NOTES: 1.This drawing is not sulRamt alone far installation Additional instructions accompanying this turas drawing,include SCSI 1-03, should ud used in conjunction wtih Me amistedural plans during installation. 2.Apex Technology is a 745 us name awned t Jae Apex Technology Inc..Flodtla Corporation.. Florida Engineer Business No.]547-4745 Sudor Park Laud.Suite 402,Jadaonvilk.FL 32224-904.021.5200 cmscl� Michael G KozlowskiJeffrey P Amason Uerek B Murry PE No.60839 PE No.58544 PE No.71457 uocuagn enverppe ru:muebminae I-voy�aona-olmeouurlvon ABCC45 Ply.i SEON:172391TW I COMN CUSTOM Oly. i FROM: DRW: T16 E.149.8 Joe / ... 09125/15 arm tam xa arm rru ma srm o une rz a �AyMa orri Isl 10 a%. nxa�an a I' J �I N -a F 1 sato arta r >w m4 tare av stria ma Loading Criteria(IMI Wind Criteria Smear Criteria(l in PSF) DeMS1 Crlfil A Maximum Reactiom gbal TCLL: 20.00 WIM Std: ASCE 7-10 Pg:NA CL NO, CAT:NA PP Deflection in no I/dafl Lr8 Lac R /U /Rw IRA /RL IW TCDL: 700 Speed 130 no ff.NA Ce:NA VERT(LL): 0.049 J 999 318 A 889 1237 /423 /- /273 15.5 BCLL: 000 Endosure:Closed Lu:NA Cs:NA VERT(TL): 0.098 J 999 310 F 887 12M /40 I. l- I- BCDL: SW Risk Category:11 Scow Durnal NA HORZ(LL): 0.022 F - - Wind postal bowel on MAIM Des Ld 32.04 E)(P C HORZ(TL):0.045 F - - A Min Big Width Reg= 1.5 NCBCLL:1000 Mean Height 27.52 IN Code I Mil Cdfets Creep Final 1.5 F Min Big Width Reg= - Softt 2.00 TCDL:4.2 ad BMg Coda: FBC M14 RES Max TC C51: 0.544 Bearing A Fcamp=SB6psi. Load Duml 1.25 BCDL:3.0 off TPI SM:20)7 Mass BC CSI: 0.525 Space,24.0" MFRS FamIIN Dist h2 to h Rep Factors Used Yes Max Web CSI: )AW Mandamus Top Crortl Fomes Per Ply(IMI CBC D'Ist a:S00 fl FTIRT:301 Mfg Specified Camdr Chords Tens.Comp. Chords Tens. Comp GCpi:0.18 Plain Typal A-B 528-1286 C-D 4M -803 Wind Dumtlon:t80 I WAVE VIEW Vac 15.01.010.0611.00 B-C 4]3 -883 D-E 452 -105fi Lumber He,.I Ties Value Set:13B(Effective 6N2013) Recommended hanger connections are based on Maxim.Bol Chord Forces Per Ply(lbs) Top chid 2x4 SP Ie2 manufacturer tested capacities and calculations. Chortle Tens.Comp. Chords Tem. Comp. Bot chord 2x4 SP g2 Conditions may exist that regume diieenl A-J 904 -938 H-G 834 -303 Webra2t4$PM3 connections than indicated.Refer to manufacture, J-I 963 -268 G-F 18 -15 Lumber value act-1313'uses dealt values publiradon for additional information. Bearing.Hocationx=26'4' usesthefoliceitg -H 981 -Td approved 11302013 by ALSC ppottcoMtlonal Bracing Bearing F (264',22'3')HTU26 Maximum Web Forces Per Ply(IM) (a)Continuous tatemi resireintequalty spacetl on Supporting Memtal(2)2x8 SP All ArmsTens.Con, Wath Tans. Comp. member 120O.titherak3'falls Into supporting J-B 204 0 D-G 116 -141 (11)0.1485tWir dile intoaup,med B-H 3l2 -436 G-E 636 -296 Plating Notes memhor. C-H 4]2 -242 E-F 38] -881 Platess¢etl for a minimum 044.00 sq.inlpiece. H-D 224 -265 Pumps In leu ofstructural panels or rigid coiling use pu lim t01ate ally brace choice as address: Chord Spacirg(inoc) S1adlfl) Full TC 24 0.00 26.58 , BC 120 004 2658 Applypurlins ManycMresaMv mbeewflllem at 24"OC unless shown otherwise above. Wind Wind loads based on MW FRS with additional C&C embertlasign. Additional Notes The overall Might of this truss excluding overhang Is NOTES: 1.This drawing is not sufficient alone for installation. Mddl al inti hms accompanying the buss emwing,include BCSI 1413, should M usetl in conjunction with the architectural plans during Installation. 2 Busnesss No.]54] 4745 Sultan Park Court,is a fictiftious more chimed Suite 4Jas 02,Jacksonvoilllls hug, R.3l-904.821 S200Floritle Ergimcr APEX PE No, G KOzbwski PEJeffineyleo P Amason Demk 71457 ®' PE No.fi0839 PE No.58544 PE Na.]145] ,cw.aq n envelope nu:mvicemreae reoecdpRq-pwedwa wee ABCC45 Ply.t SEON:172451T23ISPEC CUSTOM Oty. 1 FROM: DRW: T48 Wgb 145.6 lips / ... (SOMAS SOF IT2 1472I11 3T Y 165512 ~ SYgTJ + PIT TIIII E�4%4 ,.a N. C 12 B 5%510X0 T • � 4x41021 asx4(azl 1 € _ _ K � x 4z4 env g a, >ze Al Al 14 13Y0 4 1947 207 Lgatlilg CrReda mid) Wind CrBada Snow Cd1aM(PeRa PSF) Da1I/CS1 Cdpda ♦Maximum Reactions(Ins) TCIL 20.00 Wind Std ASCE 7-10 Pg:NA Ct NA CAT NA PP Defregon in be titled Ua Loo R IU I Rw _1Rh I RL IW TCDL: 7.00 Speed 130 mph R.NA Ce:NA VERT(LL): 0.089 C 999 318 A 943 1236 1409 1- INS 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.173 C 999 318 G 917 1236 1413 I- l- I- BCDL 5.00 Risk Category,11 Snow Duration:NA HORZ(LL): 0.034 B - - Wind 2ac5ons based on MWFRS Dina Ld: 3200 EXP:C HORZ(TL): 0.067 B - - A Min Big Width Ron= 1.5 Ni 10.00 Mean Height:28.02 8 Cotte I Misc Cdlade Creep Factor 15 G Min Mg Width Req= - SoN 200 TCDL 4.2 paf Bkg Cotte: FBC 2014 RES Max TC CSI: 0.594 Bearing A Feel=565{si. Load Duration 1.25 BCDL:3.0 psi TPI Set:2007 Mex BC CSI: 0,688 Spacing:24.0- MFRS Parallel Dist h12 to h Rap Fack s Used:Yes Mex Web CSI:0.554 Maximum Top Chosel Fomes,Per Ply Obs) CBC Dist a:3.008 FTRZT:30(Oy10(0) Mfg Swirled Camber: Chords Tens.Comp. Chords Toa. Comp_ GCpi:0.18 Plans Type(s): A-B MM-1433 D-E 519 -989 Wind Duction:1.60 WAVE VIEW Ver 15.01.010.0811.00 B-C 614-1538 E-F 520 -991 Wall Lceling C-D 984 -1981 F-G 533 -I= Value Set:IN(EBedwir WIM13) Trans pannal check for 20 pat additional bottom Maximum But Choral Forte Pat Ply idea) Top chord 2x4 SP 82 chord live load in areas with 42--high x 24•-wide Chorda TenaCorn . CMrds Tena. Comp. Bat Mord 2x4 SP 02 cleemnce. P Webs 2x4 SP 83 Wind A-K 1114 -441 1-H BOB -327 Lumbervalueset1N-wasdesgnvalues With loads based an MWFRSwBh additional CBC K-J 11W -385 H-G 988 -316 approeed113U/2013by ALSC member design. J-I 1107 -385 Rating Notes Additional Notes Maximum Web Fortes Per Ply(Ib•) Plates sizeel for a minimum Of 4.00 sq.inJpiesa. The overall aught of this Miss unlacing overhang is Webs Tens.Comp. Webs Tens. Corp. Pudlns 8-11-7. B-K Mi -294 E-1 M -388 In 1'eleofehueturel panelsor gidealin,use purlins K-C 613-1214 I-F M -SSB to laterally bmoe ahads as begone K-D 782 -378 F-H 1% 0 Chord Specinghnoo) Stad(8) End(8) D-I 352 -492 TC 24 000 26.58 BC 120 004 26.55 Apply padmato any chord's"atrove or Will fillers at 24'OC umess shown otherwise above. Mergers l Ties Recommended hanger cannenions are based an manufacturer tested capadties and calculations. Conditions may exist that require different connections than indicated Refer to manufacturer publication for additional information. Beam,at loraton x=26'4- uses Ne fdkwing support canditions: Bearing G (264',23'3-)MU26 Supporting Member:(2)2x8 SP 82 (20)0.148-x3"main into supporting member, (11)0.148X1.5"meas into supported member. NOTES: 1.This Musing is net suFdent alone for Installation. Additional subuatines accompanying this toss drawing,include BC511-03. should he used in conlundon w6h Me architectural pons during insx Tia,be, tallation. is a fictiftious name 2 Busness N0..7507-4745 Sudan Panamed Corm Suite,Jadaonville Inc., 32224 Florida BOo1�e152DOFbnda Engineer c Michael a Kozlowski PE No. 854,1AnnePE ek No. 1457Muma PE No.60839 PE No.58544 PE No.]145] UOLOJIgn envpe lax: elomOee<oraJL 1-4ey<-oaXOSeJeelNa wCa ABCC45 PIy.1 SRO 1]252/T2/COMN CUSTOM Oly: 1 FROM: DRW: 720 wet 148.410.6 / ... 08/25/15 tB• r a6• 2 1TT 2VB9 2TT ' r + � rr 3'S9 Bo-7 0s D aEXB B 141(B(CRS) I T 12 F121 IN . � Yr) to 1 Ih 04B21 ssX41B21 1 Ti �z a _K -J TIY ]'Y9 2Y8 4.1'12 B11Y2 T3Y 1UT 13yb 1TS4 2y-5• Loading Cr&eda bw* Wind Cd1eM Snow CMeM(Po.PIb PSFI 9 CMM.Del •&Laimm R oeactions(Ib) TCLL: 20.00 Wldd SM: ASCE T-10 Pg:NA Ct NA CAT:NA bel—/dal Loc R /U /Re /Rh /RL `W TCDL: T.00 Speed 130 mph PE NA Ce:NA VERT(LLF 0.065 J 999 318 A 941 /471 /418 /- /174 15.5 SCLL: 0.00 Enclosure:Closed Lu:NA Ce:NA VERT(TL): 0.125 J 999 318 G 932 1471 1420 /- /- 17.2 BCDL 5.00 Risk Calegaiy.Il S.Duhi NA HORZ(LL): 0.035 H - - Wind reactions based on MFRS Des Ld N.W EXP:C HORZ(TL):0.087 H - - A Min Big Width Reg= 1.5 NCBCLL:10.00 Mean Height 28.84 B Code/Mlsc Crl eda Creep Fadat 15 G Min Bq Width Req= 1.5 Soffit 2.00 TCDL:4.2 pM BMg Cade: FBC 2014 RES Mas TC CSI: 0.585 Bearings A&G popery=565pai. Load Duration:1.M BCDL:3.0 par TPI SM: 2007 Mae BC LSI: 0.9]3 Sanding:24.0- MFRS Peregd Did:0 W h2 Rep FaClas Used Yes Max Web CSI:0.159 Maximum Top Chord Forces Par Ply(lbs) C&C Dist a:3.00 It FT/RT:30(OY10(0) Mfg Specified Cambe, Chords Tens.Comp. Chains Tens, Comp. GCpf:0.18 Plate Type(s): A-B 866-1345 D-E G21 -938 WIN Duration:1.80 WAVE VIEWVet15.O1m01C.0811.00 B-C BB3-1041 E-F 885 -1159 Lumber Additional Notes C-D 710-11% F-G @J4 -1354 Value Set:13B(Elinor W11201 3) The overall height of this Buss seducing overhangs Top Mord 2x4 SP M2 6-7-2. Maximum Bot Chord Forces Par Pty(be) BM chord 2x4 SP Q Chords Ten..COmp. Choice Tens. Camp. Webs Zs4 SP p3 A-K 1113 -431 H- 1@2 -354 Lumbery 113OQt 3by uses tlesgn values K-J 1115 -432 H-G 1011 -488 appmvctl 11302013 by ALSO J-I 1022 -354 gracing Maximum Web Forces Per Ply(Its) member.Continuous Moral reabaint equally spaced an Webs Tens.Comp. Webs Tens. Comp member. B-K 335 -98 D-H 101 -M Plating Naos K-C 145 -313 H-E 323 -1W Probes shed for a minimum M 4.00 M.in/piece, C-J 210 -213 H-F 239 -191 Panels D-J 402 .171 In lieu of sduchmal Panels or right ceiling use audins to Naturally brace Mohs as follows: Chord Spacinghn a) StM(B) End(g) TC 24 0.00 2858 Sc 104 0.04 26.55 Apply purlins or any Matls above or below fillers at 24'OC unless shown othenlise above. Loading Truss passed Msck for par additional bottom Mord lire load in areas with 42--high x 24•-vide dearence. Wind Wind bonds hased on MW FRS with additional C&C amberdesign. NOTES: 1.This drawing is ret su8ldent alone far installation. Additional instmdgns accanpanymg this truss drawing,include SCSI 1413. should be used in conlundion with the amhitecluml plans durngNiprealladon. 2Bu�se•Iess NOIT�Sd]a47attbus name maned!55u0on Pah Court,Soil¢J.CO MJecksmN➢e,IFL32224�9040211.ation Fbnda Engineer APEX PENo G Kozlowski JefPE reyNo P Arneson Dwak PE No. 1457 PE No.60839 PE No.58544 PE No.71457 ,ao...gD emarespB V:eJVeoml-YJCI-4e`JL-OJNo-0G.leow`J VCII ABCC45 PIy'.2SEON:11286 I T181 COMM CUSTOM Ory: ' FROM: DRW: T22 Wgt 324.81bs I ... 091ZJ15 2D'3 111 599 0'1'5 13'8'3 19'9' ~2'(1"y 2'5'11 15'13 5'8'1] SK'13 02X4 G E TI 12 04M W1 8 04X0 C a) /3X013 ®4X4 C3 W v4X5(C3) �.3. 1 N a L K J 132 H 82X6 4%0 a'4X5 =8X8 H0812 -0%12 0H 14 � 1'012 2'99 TB'13 1'11-'3 3'83 55'13 178-12 9'1 5'4'1 0'0'13 ttl 13'09 19'3' Loading CribeNa(pal Wind rLS Snow CrNeds(P9.w b PSF) Datinsi Crites ♦Maximum Reactlons(ling TOLL: 20.00 Wind SM: ASCE 7-10 Pg:NA OL NA CAT: PP Our eceon in Inc Udell t/N Lee R IU I Few /Rb I RL IW TCDL: 7.00 Speed: IM mph Pt:NA Ce:NA VERT(LL): 0.100 K 999 240 A 5901 IM751- I- I- 15.5 BCLL: 0.00 Ercldsure:Closad Lu:NA Ca:NA VERT(iLk 0.206 K 999 229 H 5810 13102 /- I- I- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LLr 0.033D - - Wind reed'nm basad on MWFRS Des Lel MN EXP:C HORZ(TL):0.062 D - - A Min Big Width Res,= 3.5 NCBCLL:10.0i) Mean Height 25.550 Cade I Ms.Crttetla Creep Fehr:L5 H Min BM Width Req= 3.0 pefy0: 2,00 TCDL:4.2 ps1 Bldg Code: FBC 2014 RES Mex TCCSI: 0805 Bearings A B H popery=565psi. Load Duration:1.25 BCDL 3.0 pM TPI Std:2007 Mex BC CSI: 0.971 Maximum Top CM1ON Forces Per Ply gad) Sparing:24.0' MWFRS Parallel Dist:O to hi Rep Factors Used No Max Web CSI:0.007 Maxim Top ForcChemes Tena. Corp. CSC Data:3.000 FIAT:30(ON10(0) Mg Specified Camber: Chom. GCPI:0.18 Plate Type(.): A-B 2181-3381 D-E 1982 -MIS Who Duration:1.60 WAVE,HS VIEW Vec 15.01.01C.0611.M B-L M13-4222 E-F 1375 -2510 Lumbar Syeclal Loads C-D 2149-4012 F-G 1375 -2509 Value Set 13B(Efadive WIM13) -(Lumber Dur.Fac.=1.251 Plate DucFac=1.25) Maximum Bot Chord Forces Per Ply gag Top cM1ON 2x4 SP M2 TG From 28 pit at O.Mto Mpdel 841 CM1OMs Tena.Lanp Chaos Tions.Comp. Bad chord 2x8 SP M2:B22x8 SP SS Dense: TC-From 28ptlat 8.11to Mollal 1925 Webs 2x4 SP 113:W1,W3 2x8 SP#2: BIG.From 5p0 of 0.00to SPI !8.115 A-N 3248-1780 K-J 3010 -1650 :W 102x4 SP d2: BC-From 5p8 at 16.85e 5p0at 19.25 320-1024 J-I 9]10 -1850 TC- 17416 Core,Loatl at 8.85,19.17 M L N-M 33M11-1820 -H 0 0 Lumbervalueset-13Wuse.chognvalues TC- 351b Cm¢.Loadat10.09,18.04 approved 1MQ013by ALSO TC- IN to Conc.Load of 12.09,1804 L-K 3289-10]2 TC- 336 Ib Cone.Lead a114.06 Bali BC- 8871b Conc.Load at 4.85 Maximum Web Forces Per Ply(es) (a)Continuous lateral mantra equally spored!on BC. 940Ib Cone.Load at 6.05 Webs Tens.Comp. Webs Tens. Camp. member. BC- 967 t1,Conc.Load a1 8,85 BC-163111,Cont.Load at 9.13 N-B M -513 E-K 2328 -1268 Nallmoh BC- 991 to Con,Load at 10.85 B-M 566 -309 E-I 387 -708 Nail SCM1adule:0.1]1'x3'.min.reils BC- M61 Conc.Lpadot12.85.14S5,16.B5 M-C 200 -1M F-I 318 -352 PLB- 9171b Lout Load at(1.732T29) C-L 201 -248 I-G 3513 -1941 Top Chord Row ®1280'o.c PL- 895 t1,Conn.Load at(285,23.29) L-D 625 -STF G-H 1457 -2651 80 Chord:t Rev Q 335'on. - Webs :1 Row @ 4-o.c. Mind D-K 274 -681 Use equal spacing between mans and stagger nails Wind loads and reactions basad on MWFRS. in earn now to said sPliNng. 4'os.spacing of nails pe"ridiculer and parallel 10 Right end venial not exposetl to wind pressure. grain required in area over bearings greater than 4' Additional Nates ladng Notes The overall height of Nis im55 exduding overhang is planes,sized fa a minimum m4.00 sq.idry'aca. 6-00. Purlins In lieu IN structural panels or Mid ce9bq use purlins to Intensity brie chords as follows: Chi Spacing(inoc) Sed(0) End(B) TC 24 0.68 1925 BC 107 0.15 19.25 Apply purlins to any chards above or below fillers at 24'OC unless shown othererse above. NOTES: 1.This drawing is nd suffident alone for installmon. Additional Inetrudions acwmpanying Nis tress dmwing,include BCSI 1-03, should be,used in wnjundion with the wmM1iactural plans during installation. 2.Apex Tedincl gy is a iii name owned by Jax Apex Te immogy Inc,Funds Comoration. Force Engineer APEX Business Nm.7547-4745 Suri Park Cost.Suite 402.Jacksonville.FL 32224-90 68 4.821.52 Michael G Ko4owski PEN. vreson PE NODerak B Murray HE No.W839 wwagn envelope NM:eweemr-aa I-aonnwwo-000�wue trema ABCC45 Ply I SEON:1720I T4I"IPM CUSTOM Oy: 1FROM: ORW: 724 Wgt:46,Me / ... 09125115 5. g. Ba6X8 I12X4 C 2 T A � I 11f3T-X4102 � AIJ22'3' EE 114X5D 5'1.12 11& 310'4 5'1't2 9• Loading Criteria Nffl Wind CrNarla Snow Crilada ftKn FSFI De&CSI Criter4 ArBaxlmum RaaellarNe(Ia) TCLL: 20.00 Wlna Std ASCE T-10 Pg:NA Ct NA CAT: PP Deffeemn in or.LsW l/8 Loc R /U IF* /RM /RL JW TCDL: 7.00 Speed 130 mph Pf:NA Ce:NA VERT(I-4 0.011 E 999 240 A 501 /280 /- /- /- /5.5 BCLL 0.0) Enclosure:Closet Lu:NA Cs:NA VERT(LL): 0.021 E M 180 D 588 /350 /- BCDL: SAO Risk Cmegory 11 Snow Dumber:NA HORZ(LL): 0.006 D - - Wind macYons basad on MWFRS Des Ld 32.00 EXP:C HORZ(TL):0.011 D - - A Min 9g WM Req= 1.5 NCBCLL 1000 Mean Height,24.51 It Code I Misc CriMde Creep Factor:1.5 D Min By Width Req= - SofiR. 2.00 TCDL:4.2 psf Bldg Code: FBC M14 RES Max TC CSI: 0.353 Sunni A Poland=585,51. Load Duration:1.25 BCDL:3.0 pat TPI Std 2007 Max BC CSI: 0.506 Spacing:24.0MWFRS Parallel Dist,0 to W Rep Factors Used Yes Max Web CSI:0.339 Maximum Top Chord Forces Per Ply(Ibs) CAC Dist a:3000 FT/RT:W(OINgO) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plata TyPus): A-B 396 -664 B-C 5 -7 Wind Duration:1.80 WAVE VIEW Ver.1501.01 C0011.00 lumber hangers I Tin Maximum Bot Chord Forks Par Pty gba) Value Set:13B(Effect.&112013) Recommended hanger comensons are based an Chords Tens.COmp. Chards Tens. Camp. Top chord 2x4 SP A2 manutoclureroed!capacities and calculations. A-E 487 -285 E-D 497 -283 Bpd chord 2x4 SP#2 Conditions may exist flat require different Webs 2x4 SP g3 connections than indicated Refer to manufacturer Lumber value set'1313'uses design values publication for additional information. Maximum Web Forces Per Ply Ubs) approved 13 013 by ALSC Bearing at IocaMn x=89' uses the follow, Webs Tens.Comp. Webs Tens. Comp. supBearing Dn(89',2ZW)HTU26 B-E 246 0 C-D 96 -103 Specht Loads Suppord,Member(2)2x6 SP e2 B-O 3T -862 TC Fm�rDnn 7r,1fat 120.00 b51 e 57pitof 500 (20)0.148'x3'nails into suppadirg TC-From 28pffat 5.00 to 28 off at 9.0(tember, BC-From Minuet 0.00 to 10pifad 501 (11)0.148 x1.5'nails imosuppoded BG From 5plt at 5.01 to 5pit at 900 member. TC- 24216 Conc.lead at 5.01 Wind TO 131 b Cone.Load at LOB BG 17316 Cone.Load aI 5.01 Wind loads analreactions based on MFRS, BC- 73 lb Cone..Load at 7.06 Right enc vadical not exposed to wind pressure. Plating NO. Pates sued for a minimum of 4.00 sq.in/pitte. Pathos In lieu of structural panels or rind ceiling use Wdins to laterally Mace chords as follows: CMrd Spectg(in on) Stam(h) End(R) TC 24 0.00 900 BC 107 0.04 9.00 Apply pudins to any Mads above Or below Nlem at 24'OC unless sbo m othawhm above. Additional Notas The overall MIN of this Was excluding overhang is 3.11-2. NOTES: 1.This Brewing is ria suMoient none he installation. Additional instructions acsxnpanong Mis those drawing,include SCSI"0' should M used in conjunction with Ne arMbectural plans dung installation. 2.Apex Technoogy is a ficthbus Now,owmad by Jaz Apex Technology Inc.,Florida Corpsalion. Fhadda Erglneer Business No.7547-4745 Sudan Park Court,Suite 402.JOCI¢Onv ile,FL 32224-904.821.5200 APEX MicMei G Kozowaki Jeffrey P Ameson Derek BMurray PE No.60839 PE Na.50544 PE No.71457 r4pcualgn envelope lu:<4Vco<pt-xoe l-�rpa<-o�l000.lcauu8 wca ABCGS PN1 SEDN:IR]0/T3]/HIPS CUSTOM Oy.2 FROM: DRW: T26 Wg1:42.OIbs / ... 0912&15 5'1'8 10'3' 5'1'8 8'1.8 B T X4%5 12 8 � 1113M B2 rl�(K) 111 i A p2oA4 2VT 10'3' 10'3' Loading Criteria can Wind Criteria Aloes Criteria IFPaH P,Ff OaelG81 CrNMa ♦Maximum Reacdona(lbi) TCLL: 20.00 Wind Std ASCE]-10 Pg:NA Cb NA CAT:N PP Delleclbn in bo L/d.e LI9 Loc R IU I Rw /Rh I RL IW TCDL: ].00 Speed: 130 mph K.NA Ce:NA VERT(LL): 0.026 D 999 240 A 751 1454 1- /- 1- /5.5 SCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TLk 0.050D 999180 C 764 1482 /- I- /- /3.5 BCDL 5.00 Risk Category:Il Snow Comfort:NA H0RZ(LL): 0.015 D - - Wind re e fiche based on MFRS De.LF--mw �P:C H0RZ{FL):0.028 D - - A Min Big Width Rini= 1.5 Mean He' h1:29.61 6 Code/Miss.clients Creep Fact¢1.5 C Min Big Width Req= 1.5 NCBCLL 10.00 gBearings A B C popery=565psi. Sagt: 200 TCDL:4.2 psi BMg Cada: FBL 2014 RES Max TC LSI: 0.389 Lead Dumi 1.25 BCDL:3.0 pef TPI Set 200] Max BC C51: 0.968 Maximum Top Claval Forcu Per PN Pbs) Spacing:24.0' MFRS Parallel Dist:O b h2 Rep Facbm Used:Yes Mer Web CSI:0.133 Chords Tems.Comp. CMrds Tena, Comp, CBC Dist e:3.008 "IIT:30(Oy10(0) Mfg Specified Comber. GCpi:0.18 Plate Typi A-B 680-1071 8-C 8B6 -1W5 Wind Observe:1.90 WAVE I VIEW Ver:15.01.01C.ce11.00 Lumber Additional Notes Mulmum Bot Chord Fortes Par PN(lbs) Valu.Set:13B(Efiectwe 8/112013) The transit height of Me wee excluding Ov 0aN te Chorda Tems.CmmpChords, Time. Camp. Top mord 2x4 SP P2 111.2' A-D 819 -493 D-C 019 -493 Bot tllord 2x4 SP 0 Webs 2x4 SP d3 Maximum Web Fortes Par PN(Its) Lumber wive set-13W uses design vaM1res Wates Tens.Comp. apgoredlr3W013Dy ALSC B-D 348 0 Spacial Loads -(Lumber Con.Fai I Plate DurTac=1.25) TC-From 57pffal ON to 57 pit at 5.13 TG From 5]pit at 5.13 to 57plfm 10.25 BC-Flow 10 pe a1 0.00 to 10pdat 10.25 TC- 4841b Cans.Load at 5.21 BC- 347 Ib Cane load at 521 Plating Notes Plates scrod for a minimum 04.00 sq.in.fPie,.. Pudims In lieu of swclural panels or rigid were use purine to laterally brace chords as follows: Chord Spaoing(in oc) Slat(%) End(8I TC 24 0.00 10.25 BC 96 0.04 10.21 Apply purine to any chords above or below fillers at 24"OC unless shown Offemew above. Wheal Wind loads and reactions basetl on MW FRS. NOTES: 1.This drawing is not su9cbnt alone for installation. Additbnalinswclivesa mp.,in,tMstmes Emwing,include BOSii-03, shoutsbeusedinconlunclicnwfththearchit.MW lPtenSduMginalallalbn. FAWq 2 Buslne No 7M7-4]45 Sutton Fan,Court.Sut.402,JaaksomilllleIn, 321224a 904.8215200Fbiida Engineer EPEX 20 Mbhael G l(minaskion DerekMurray B Mu PE No.60839 PE No.58544 PE No.71457 UOCOJIgn rn at'OpB lu cJucomr-1lJC i+lmnWno-OeJCavuY wL9 ABCC45Ply.ti BEGIN:173281 T82 I HIPS CUSTOM Oy: FROM: DRW: T28 Wgt54b lbs / ... 09125115 T 7'11" 14'11" T 11" 7' 914X5 N4X5 B C T 12 5Ue � n is I�3X4(81)U=M =3X4(62) 1I + 10'1'2 I%M E 1112X4 T1"12 7"8 7'1"12 T1'12 7'9" 14'11" Loading Crtterla(pan Wed Criteria Snow Comrm satiate Fe') DWVCSI Creeds ♦Maximum Rseclions(Ira) TCLL 20D0 Wind SM: ASCE 7-10 Pg:NA Ct NA CAT:NA pp,De0edion in be LMofl Lilt Loc R III I Rw /Rh I RL IW TCDL: 700 Spend: 130 mph K.NA C.NA VERTILLT 0.010 F 999 240 A 488 1150 12141- 165 13.5 BCLL: OAO Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.030 F 999 180 D 400 1150 1214 /- I. I- BCDL 5.00 Risk Category:II Sew Duration:NA HORZ(LL): 0009 E - - Wind radmona based on MFRS Des W: 32.00 EXP:C HORZ(TL):0.021 B - - A Min 8,Width Req- 1.5 NCBCLL 10.00 Mean Height:ISM fl Code l Mise Cdteda Craep Factor.1.5 D Min Bq Wirth Req= - Somt 2TW TCDL:4.2 psf Bldg Cade: FBC 2014 RES Max TCCSI: 0.535 Bearing A Some,=565psi. Load Durafimn:1.25 BCDL 3.0 psf TPI SM:2007 Max BC CSI: 0.671 Spacing:24.0MFRS Parallel ON:W to In Rem Factors Used:Yea Mature CSI: 0.078 Maximum Top Chord Fomes Par Ply(lbs) C&C Diet a:3A0 it FLAT:30(0Y10(0) Mig SpedOed Camber. Chords Tens.Comp. Chords Tens. Comot, GCpi:048 Plata T,,uri): A-B WI -749 C-D WI -749 Wind Duration:1.80 1 WAVE I VIEW Ver'.15A1.01C.0611.00 B-C 3R -627 Lumbar W rel Value Set:13B(ERecIMe&1/2013) Wind bade based on MWFRS wh additional CBC Maximum But Chord Fortes Per Ply(am) Top chord 2x4 SP p2 membardesign. Chords TemaCanp. Chords Tens, Cane. Bot chord 2x4 SP M2 Additional Notes A-F 625 -245 E-D 825 -245 Webs 914 SP f13 F-E 527 -244 Lumbervalueset-13B'usssdesgnvalues The overall height ofthis muss exdudbg overhag is approved 1130Y2013 by ALSC 3-57. Maximum Web Forces Far Ply(111m) Plating Noma Webs Tens.Comp. Wane Tens. Comp. Places sued for a minimum of 4.00 sq.inJpece, B-F 1% -115 E-C 199 -115 Pur ire In lieu of structural panels or rigid ceiling use purlins to laterally news choice as follows: Chad Spacim in or.) Stamp, End(ft) TC 24 0.00 14.92 BC 120 0.00 14.03 Apply purlins to any chords above or below fillers at 24'OC unless shown otherwise above, Hangers I Ties Recommended hunger wsnnections are based on manufacturer tested capacities and calalations, Conditions may exist that require different connections Man indicated.Refer to manufacturer publication far additional imer aticn. Beadn9atlocatbns=l4'8' usesihefollowing support conditions: Bearing D )14'0",10'1"2)LUS26 Supporting Member:(1)2x5 SP SS Dense into supporting member, into bar. NOTES: 1.This dewing is not sufficient alone for installation, Adtl0lonal insmuctbns accompanying this tress drawing.indudo SCSI 142, should be used in conjunction with the architectures plans during installation, 2,Apex Technology is a fictiiious name owned by Jax Apes Technology Inc.,FbrvJa Corporation. Florida Egineer Business No,7547-4745 Sutton Park Court,Saye 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Amason Derek B Murray PE No,60839 PE No,58544 PE No.71457 uocuoun msmope JY.esvComr-yx Vo`JL-aaMO-oosLOvvY Vey ABCC45 Py1SEA N:17332/7841 MONO CUSTOM W. 1 FROM: DRW: TM Wgt 21.711 / ... 092S'15 12 X. 5 � r` i� N --2X04+(A1 T B'7 1 10'1"2 O12X4C 5' 5' Leading Gnarls hum Wired Criteria Snow Cdlarla lP9,mH piOMVCSI Crllada •Mssimum Reactlom(IM) TCLL 20.00 Wind Std: ASCE 7-10 Pg:NA Ct NA CAT: PP Defleat in loo U an L/S Loc R IU /Rw 1 Rh I RL /W TCDL: 7.00 Speed:130 mph PF.NA Ce:NA VERT(LL):NA A 543 1181 /- /- I- 13.5 BCLL: 0.00 Enclosures:Clean Lu:NA Cs:NA VERT(TL):NA C 730 /2M 1- l- I- I- SCDL 5.00 Risk Ceiii 11 Snow Durefian:NA HORZ(LLY 0.0090 - - Wind hadgm based on MFRS Des Ld: 32.00 EXP:C HORZQL)o 0.016 C - - A Min Be,Width Rep= 1.5 NCBCLL:10.00 Mean Height:15.00 f Code l Min Crtheda Creep Factor 1.5 C Min Brg Width Req= Sold: 2.00 TCDL:4.2 Psf BMg Code:FBC 2014 RES Max TC CSI: 0.303 Beanng A popery=585psi Load Duration 1.25 SCDL 3.0 psi TPI SM: 2007 Max BC C51: 0.394 Spacing:24.0' MFRS Parallel Dist 0 to M2 Rep Factors Used Yes Max Web CSI:0.101 Maximum Top Chem Forces Par Ply(Ilea) CBC Dist a:100 ft FT/RT:30(oy1)(0) Mfg Specified Camber Chords Tana.Coni GCpi:0.18 %ale Type(s): A-B 32 -fib Wird Duration:1.60 I WAVE I VIEW Ver 15.01.010.0811.00 Lumber Hangars I Tea Maximum Bot Chord Forces Per Ply(IDs) Value Sat:13B(Effectors 6NI2013) Recommended hanger connections em based on Chorda Tens.Comp. Top grad 2x4 SP M2 manufacturer tested strategies and calculations. A-C 23 .8 Bot chod 2,6 SP SS Dense Conditions my exist that require afferent Webs 2x4 SP M3 connections than Indicated Refer W manufacturer Lumber value set'13B'uses design valves publication for additional information. Maximum Web Fames Per Ply(lits) eppmved 1/302013 by ALSC Basnngallocationx=4'9' uses Mefdbwing Webs Tens.Comp. support conditions: B-C 0 -125 SpeoulLoads Beanni (4'9',10'1'2)LUS26 Supporling Member(3)2x8 SP SS Dense --(Lumber Dur.Fap.125/Plate Dur.Fac=1.25) into supporting TC-From 55 pf m 0.00 to 55 plf et 5.00 member, BC-Fmm Spit at 0.00 to 5 b st 5.00 intosuppored BC- 4861E Conc.Lead at 2.06,4.08 member. Plating Notes Plates si ed for a minimum of 4.00 sq.inlpieu. Purim In lieu of sWcturel panels or rigid wiling use purlins to lakmlly brew chords as follower Cham Specing(in w) Stirs i EMIT) TC 24 ago 5.00 BC 58 0.15 500 at24OC unless srms to hownrds now,or oNemn e above fillers Wind W iM loads and reactions based on MW FRS. Right end vertical not exposed d wind pressure. Additional Notes The overall height of this muss excluding overhang is 2-7-7. NOT": 1.This dewing is not suffered alone for installation. Additional instructions accompanying this muse drawing,indude BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology In,Florida Corporation. Florida Egines- Bu uaess No.750-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200 APEX Michael G Kozlowski Jamey P Agree. Derek B Mumy PE No.0839 PE No.58544 PE No.71457 vowclgn envelope les:aoeuaernae won,-dvxo-auaedwn wee ABCC0.6 Plya SEON:1]104/P2/CONN CUSTOM Oty. t FROM: DRW: T32 Wg1:203.]IM / ... 09/25'15 64• 1142 16'6'6 164• 21%14 2T1• 33'S 61' 53'2 S,•8 iT6 6514 53K 64• 5 12 B. :.4`%5 Itlp e4X5 mss G U7' - T IN nHmCx4(At) w4.GbA1)A 1 __ ,p,K or M0 KJg I 65.12 49.14 4E 4'66 4%14 6'5.12 65'12 11310 1 169-e 21'S IFIV6 38'11'0 3]'S' Loading Console lwh Wind Cited. Snow CONria lPa,mn Pei Deal Crgend A Maximum Reactions(am) TCLL: 20.00 Airtight: ASCE7-10 Pg:NA CL NA CAT.+NA PPD.O ionin C.1-/dell L/d Loc R /U IRw /M IRL /W TCDL: 7.00 Speed 130 mph Pe.NA Ce:NA VERT(a): 0.125 D 999 697 A 630 1229 1315 /- 141 15.5 Bi 0.00 Enclosure:Cbestl Lu:NA Cs:NA VERT(R)k 0.281 D 999 397 H 014 /229 1315 /- I- 13.5 BCOL 5.00 Risk C~r,:Il Snow Duration:NA HORZILLt 0.0251 - - Wind reactions based on MWFRS Des Ld: 3200 EXP:C HOR2(TLt 0.053 1 - - A Min BM Width Req= 1.5 NCBCLL:10.00 Mean Height 15.008 Code I Mlsc Cdterle Creep Factor. .5 H Min Big Width Req= 1.5 Solid 200 TCDL:4.2 pill Bldg Code: FBC 2014 RES Max TC CSI: 0.090 Samings A B H Fcpe,=565pai. Low Duration:1.25 BCDL 3.0 psf TPI Std 2007 Mex BC CSI: 0.605 Spacing:16.0- MFRS Parallel Dist 12 to tr Rep Factors Used Yes Mar Web CSI: 0.3% Maximum Top Chord Forty Per Ply(am) CBC Dist a:3.34 ft "ART:W)Oy10(0) Mfg Specified Camber: CMrd9 Tena.Comp. Chords Tena. Comp. GCPr 0.18 Plate Typists): A-B 619-17M E-F 958 -2]51 Wind Duration:l.W WAVE I VIEW Vac 15.01.010.0511.00 IB-C 864.2438 F-G 861 -2311 Lumber Additional Nota C-D 958-2]54 G-H 649 -1]28 p-E 950-2751 Value Set 138(Effective 81112013) The overall hi W Mk buss excludingoverMrq is Top Choi 2x8 SP SS Dense 32-2' Maximum Bell,Chord Fortes Per Pry(IM) But chord 2x0 SP SS Dense CMM9 Tens.Comp. Chords Tena.Comp. Webs 2x4 SP g3 Lumber value sed'1313'cess design values - A-O1609 -552 L-K Z354 -802 ve appradt/302013by ALSC O-N 1610 -551 K-J Z354 -802 N-M 2474 -822 J-1 1581 -551 Special Weds M-L 2474 -692 I-H 1561) -552 TC Framer 37 pifal 120op to 37 pittaact =1.28 Maximum Web TC-FraWebs Tarw.Comp. Per Ply(IMI n 37pifa1 6.3 to 37PUM 2].00 TC-From Wished 27.08 to 37pffab 33.42 mp. WeM Tens.Comp. BC-From 7pit at 0.00m 7pit at 3342 B-O 108 0 L-F 551 -92 SC- 20016 Conc.Load at 14.69 B-N 913 -213 FJ 151 -402 N-C 151 -341 J-G 854 -2/J Plating Notes C-L 419 -92 I-G 108 0 Plalessrsed fora minimum of4.00 sq.ia/piece. D-L 169 -182 Purlins In lieu of structural panels"id can,use purlins to liberally brace cents as follows: Chord SPadnghnoc) Sidi End(8) TC 24 0.69 3342 BC 120 0.15 33.27 Apply purlins to any chords above or below fillers at 24.OC unless shown otherwise move. Wind Wind Ii based on MW FRS with material CBC member design. NOTES: 1.This drawn,is not sufficient alone for Installation. Md0bnal instmaions a=mpanying MIs imss dmWng.include BC511-03, Mi be used in conjumcbm with Me architectural plans during installation. 2 Busness No.754]474is a 1hom;name owned 5 Sutton Park Court,Suite 4Jax 02,Jacksonl�el FL 32224- ,5200 Engineer APEX M.1hand G".1owski Jeffrey P Amason Carek B Murry PE No.60839 PE No.58540 PE Ni 71457 -oig.onyoubl tu:muaaeo7-rxI-rar4asno-oodaowr war CUSTOS CUSTOM UI 17375 T38 I COMN T34 GM 1 FROM: DRW: Wgh INS 1bs / ... 09125/15 s'lr a 14.4• 19Y12 24•s 2r6 33•s 511' 3'1' 5Y' 4'1P12 T 12 C _ aE 3 F 5 p as /2X4 m 14XNA1)C - Tr e1� g GM L ss iJ ¢I 3' 2'Vfi 574 Y 4 T q 9 12 t4V'6 19TR 21'S od9 33'S Loads g CrBerle IWMI Wlnd Cathode Snow Dmeda IP9.%b 15FT DMIC51 Criteria ♦Maximum Reactions(IM) TCLL: 20.00 Wind Bid: ASCE 7-10 Pg:NA CL NA CCT:N PP Deflection in be VJefl l/N Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed:130 mph PI:NA Ce:NA VERT(LL): 0.115E 999 397 A 838 /228 /3241- /SB /5.5 BCLL 0.00 Encbwm:Closed Lu:NA Cs:NA VERITR_): 0163 E 999 397 H 814 /228 /324 /- /- /3.5 BCDL: 5.00 Risk Catego,11 Snow Duration:NA HORZ(LL): 0.023 C - - Wind maotbns beaetl on MFRS Des w: 32.00 EXP:C HORZ(TL):0.051 C - - A Min Big Width Req= 1.5 NCBCLL:10.00 Mean Height:15.W B Cotte/Mbct Criteria Creep Factor 1.5 H Min Big Width Req= 1.5 Soffit 2.00 TCDL:4.2 pof Bldg Cotler FBC 2014 RES Max TC CSI: 0.354 Bearings A 8 H popery•5wpxr Lead Duration:115 BCDL:3.0 psf TPI Std 2007 Mex BC CSI: 0.324 Sparing:18.0' MFRS Parallel Dist:IV2 to h Rep Factors Used:Ves Max Web CSI:0.219 Maximum Top Chord Forces Per Ply Qhs) C&C Dist a:3.34h FT/RT:3010Y1010) Mfg Spedrred Camber. Came Tws.Comp. Chorda Tera Comp GCpi:0.18 Plow Tomb): A-B 633-1731 E-F 696 -1820 Wind Duration:1.60 WAVE VIEW Ver.15.01.0IC.W11.W B-C 586-1590 F-G NG -1533 Lumber owermnal Notes C-D M- 18W G-H B.0 -1875 Value Top 138(EBective 8112013) The overall hoialMmsaxd 9bl box here utlin9 owmatgs D-E -1831 Top chonw 2x4 BP p2 4-37. But 2x6 SP SS Dee Maximum BM Chord Fomes Per Ply Qhs) Wea 2x ns bs 2x4 SP 63 Choms TanaComP. Chortle Tena. Comp. LumbacclInI (ll3byoaes tlesign values A-N 155] -5H K.J 1395 -455 approv d 1/302013 by ALSC N-M 1448 -455 J-1 1395 -455 Special Loetle M-L 1148 -455 1-H 1505 -515 L-K 1912 -596 -Lumber 37 pit a.=1.25/ to D7 pit at=1.25) TC-From 37pit9.00 to 37pit4.00 TC-From 37PUat 9.0010 37VUM 24.42 Maximum Web Fomes Feebly(Ib) TC-From 37 pitat 24.42b 37PKat 33.42 Webs Tens.Comp. Webs Tens. Camp. B(> 200rom ]PB at 00060 ]pll al 33.42 B-N 116 -159 E-K 116 ASS BG 2001b Cone Load at 14.89 C-N 184 -29 K-F Plating Notes C-L 5]6 -167 F- IN -168 68 -31 Pules ssetl Mambimum of 4.00 sq.inlpiew. L-D 131 - 118 -154 D-K 153 -ND Pudlns In Isu of structural somas or rigid ceding use ximme to laterally brace chards as fdlisel Chord Spadtg-in ox) Sandhi EM-fl) TC 24 0.0 3342 BC 120 0.15 33.27 Apply purlins M any Moms show or hob,fillem at 24"OC unless shown olherwise above. Wind Wind bads based on MFRS wKh additional LBC member tlesgn. NOTES: L This drawing Is ml sulfident alone lar inss9ation. Additional inslmdious a mp Wing Mss Wss dmwing.include SCSI"3, should be used in conjunction who the architectural plans during installation. 2.Apex Technology is aficlicee nameawed by wx Apex Technic,b9yInc.,Re Ina Corporation. Floods Engineer 9uks sinces No.]54]-4]45 Sutton Park Court,Suite 402,Jacenvi lle,FL 32224-904.8215200 APEX Michael G Koecyaa Je Am. PE No,60839 PE No P 58544 PDerek B Murray �ocwlgn.."pape I.:eaueomr-"a.I�te"4-woe-DD.tcownwa AB0C45 py1 SEON:1)3I8/TId/COMN CUSTOM Oly: 1 FROM: DRW: T35 INS 09I2M15 6VII tt'"' We 214 k Y 335• 61T13 ST4 SU•6 3K3 50Y ST4 6'P12 C flo F T 2 5 [-,- 8 F\4X5 /4X5 G=3X4(A1) 1-4)(4(0,)0 _ _0191 N wML ' J =4X5 S,1' S9• PT6 dT8 SS 5'11' Stt• 1,Y• We•8 31'4• 1 2T6' 33'S Loetling Cflterla(p0 wM Drkerla Srmw CrBarla I,.%N PSM w N CflNrk •MaximumReactlmgas)Loc R /U /Rio IRh IFIL IW TCLL: 2000 Wintl : 1 ASCE]-10 PillK. NA CI:NA CAT:N emOnin loo U999dell 31 A 838 l22] 1328 /- /75 /5.5 TCLL: 7.00 Speed: 130 mph Pf:NA Ce:NA n): 0.092 D 999 397BCLL: 0.00 Endosure:C .11 La:NA Cs: :N TL): 0.210 D 999 397 G 016 1221 /328 /- I- 13.5 BCDL: 5.00 Risk CamgorY 11 Blow Oum0on:NA ILL): 0.019H - - Wintl reactions Maedon M1.5Das LIf 3200 F-XP:C WIFFISI FactrL) O.1.5 H - - A Min BM Width Raq= 1.5G Min AGF Req= 1.5 Sadit :1000 Mean H.2pa 15 008 CkIg cad : CU 201 Famnr.l.5 Beannga A&G Fcpem=585psi. SGML 200 BCDL 4 2 pat B09 id: 2 FBC 2014 RES C CSI: 0.303Load Du:16.0' 25 BCDL:3.0 psi TPI Fre 200] C CSI: 0.280 MaOmum Tap ChoNForcx Per%Y(lbs) Spacing:16.0- MWFRS Pemllel Dist M12ON Rep Fecl0rs Used:Yes bCSI: 0.199 CMN, Tem Comp Chortle Tena. Comp. C&C Dist e:3.UIt FTIRT:90(Oylo(0) ecified Camber.GCpi:0.10 Plate Type($): A-B 595-1NM D-E SB] -1499Wintl Duration:1.60 WAVE Ver.15.0L01C.0611.00 B-C 544 -1526 E-F 546 -160] C-D 5i3I-1499 F-G 595 -1659 Lumber Wing Velw Set:13B(Efleidive N120t3) Wind loads based w MWFRS wim additional C&C Maximum Bol Chad p. Farcn Per Ply(s Top chord!2x4 SP A7 member design, CMN, Tens.Comp. Chance Tem. Comp. Bot chool 2x6 SP SS Dense Additional Nolen A.N 1510 -510 K-J 120 -401 WeM 2x4 SP Q The u,amd reign of this imss seducing overhalq u N-M 1542 -511 J-1 1298 -401 Lumbervaluesel•130•usesdeagnvalues 54-11 M-L 1369 -401 I-H 149.5 .511 approved l/302013 by ALEC L-K 1369 -601 H-G 1494 -510 Special Loads --(Lumber Dur.Fac=1.251 Plate Dur.Fac=125) Maximum Web Forces Per Ply(III TC-From 37y8M 0.000 37plfat 11.67 Webs Tens Comp Webs Tens. Comp TC-From 37pllat 11.67ro 37pOm 21.75 N-B n .51 K-E 358 -B TC-From 37plfat 21.75to 37plfel 33.42 B-M 126 -253 I-F 128 -263 BC-From ]Pg at O.00 to iplt at 33.42 C-M 2M -43 E-1 195 -43 BC- 20016 Care.Load at 1469 C-K 258 .65 F-H ]5 -30 Plating Nal 0-K 108 -1P scaled plate plot details for sppecialNposithmall ro requirements. Peter,seed for a minimum of 4.00 sq.indpiaw. Paribas In lieu of strudural panels or ngid wiling use purlins O laterally onw Oneft as follows: Choral Spaungtin x) Smd(6) End(ft) TC 24 0.00 3342 BC 120 0.15 33.27 Apply pudlns to any Morris above or below fillan at 24.OC unless shoam ome1 ha abOVe. NOTES: 1.This drawing ism sufficient alone for installation, AcdiM M InMm ons eco onying IM1is truss drawing,inolutle BCSI 1-03, FA should be used in mnlumbon with the amhiteolurel plans during installation. 2 Business No.754I.7 a 4745 Soon PelleCourt,SuieJU�.Jacksonvio8lle.1FL32224a904621S200F01itleElgiwer APEX Mefeel G Kozlowski Jeffrey P Ameson Derek B Murry PE No.60839 PE No.58544 PE No.71457 Irocualgn cnu um w:mueemr-axl-ooacoono-ooacows ores ASCC45 PITT SEON:17383/T48 COM. CUSTOM DIy: 1 FROM: ORW: T3B Wg1:161.0 his / ... 0925115 re•tz 14' 19.1• 25V4 3T5• n•tz 611.4 4V 6't r4 r4•II C 4s T t2 s 2 /4%5B E\4X5 Ir 3%4181)AN. F ]X4(02) du 908 1 t �ttl17 L K s J H G - 411 is 1411 18•B'1z TS 44 z4- 4T4 z5'12 4W TJ• T3• 1z a 4- 18v 1'4 211 Ter 3]•s• Loading Cribil I9s0 Wind CMerl Snow Cynera lPp.P11n Pat) DMICSI Criteria ♦Maximum Re UOMIMs) TOLL: 20.00 Wind SM: ASCE 7-10 Pg:NA CC t4A CAT:NA PP DelleWon in ko Uds,, l/4 Loc R /U /R. /Rb /RL /W TCDL: 7.00 Spred: 130 mph Pf:NA Ce:NA VERT(LLF 0032G 999 240 A 303 /95 /151 /- I93 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.063 G 999 223 J 784 /234 /317 IO IO 15.5 BCDL: 5.00 Risk Caft pi II Sow Duration:NA HORZ(LL): 0.012 G - - F 389 /123 1208 1- /. 13.5 peg Ld 321b EXP:C HORZ(TL):0.026 G - - Wind reacMns based on MFRS NCBCLL:1000 Mean Hegit 15.00 X Coda I Misc CrXeda Creep FecM:1.5 A Min Big Width Req= 1.5 Bld Code: FBC 2014 RES Max TC CSI: 0.455 J Min Bq Width Req= 1.6 SONI: 2.00 TCDL:4.2 pgf 9 F Min BMWidth Req= 1.5 Load Duration: MFRS rat TPI Bid:2007 Max BC CBI: 0.430 Bearings A.J.&F Fcperp=565psi. Spacing:18.0' MW FRS Parallel Dist:h2roh Rep Friction,Used:Yes Max Web CSI: 0.535 CBC Diel a:3.M It FTIRT:30(0)/10(0) Mfg SpeoBwd Camber. Maximum Top Chord Forces Per Ply(Ibs) GCPr 0.10 Plate Type(s): Chance Tens.Comp. CMods Tens, Comp. Wind Diagram:100 WAVE VIEW Vee 150IBIC.0611.00 A-B 191 - 252 37 D-E 162 -amlm - B-C IN -37 E-F 261 -658 Value Be[:13B(ERecOve 8/12013) C-D 106 -100 Tap cMod 2x4 SP 42 Bot good 2x4 SP 42 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP 43 ChoNS Tens.Comp. Chords Tens. Camp. Lumbervalue set•13B'uses design values approved!l(J02013by ALSC A-L 381 -123 I-H 561 -204 L-K 381 -124 H-G 561 -201 Plating Notes K-J 381 -121 G-F 563 -203 Platys sided for a minimum of 4,00 sq.inJpiece. J-1 IN -IV Pudtns Maximum Web Forces Per Ply(fibs) In lieu of sWclurel panels or rigid wiling use Pumas Webs Tens.Comp. Webs Tens. Camp. to laNrelly brew cMods ag follows: CMM Spachng(in¢) Starlit) End(ft) L-B 18) 0 I-D -141 TC 24 0.00 33.42 B-J 213 -448 I-E 283 -422 BC 75 0.08 33.33 C-J 218 -523 E-G 158 0 Apply purlins to any goods above an belay fillers 0-1 M -158 at 24'OC unless shown othemaas above. Wind Wind loans based on MFRS with eadilional C&C emberdesign. Additional Notes The overall height of this Wes excluding overhang is 6442. NOTES: L Tris drawing Is not sulficent alone for installation. Addiboaal instructions accompanying this mass drawing.include BCSI 1-03, should be used in wnjua4on with the architMmal plans during installation. 2.Apex Technology is a fiaddaus ream¢owned by Jax Apex Trehnology Im.,Floods Corporation. Fbdda Engineer Business No.7547-4745 Sudan Path Cour,Suite 402.Jacksonville,FL 32224-904.821.5200 APEX Michael G K=11maski Jeffrey P Amagan Derek B Murray PE No.W839 PE No.50544 PE No.71457 trocuolgn r_rtvempe no:4.wr:eeer-sac-ree�aoHo-oeocown way ABCCAS PlyBE0N:174%/T59ICDMN CUSTOM City. 1 FROks: ORW: TO Vil]80loa / ... 0925115 rm � ITep I Leve 1 Loading Criteria Nan Wintl Onforda Snow CNNrla tP9,win PSFI tMBIC$ICMeda •Maalmum Reutioro tial TCLL 20.00 Wind Std: ASCE7-10 Pg:NA CL NA CAT:he PP Dedectlm in loo Udea lM L. R /U /Rw /Rh /RL IW TCDL: 7.0f) Speed:130 mph PF.NA Ce:NA VERT(LL1: 0.006 B 988 240 G 269 /Sfi /1241- /BB /3.0 BCW 0.00 Enclosure:Closed Lu:NA Co:NA VERT(TL): 0.011 B Met 160 D 263 l23 1124 I- /- /- BCDL: 5.00 Risk Cetogory:ll Straw Duration:NA H0R2(LL): 0.047E - - Wind machines based on MWFRS Des Ld 32.00 EXP:C H0R2(TL):0.076 E - - G Min Bq Width Req= 3.0 NCBCLL:10.00 Mean Height:1631 it Code l also Cathode Creep Factor.1.5 D Min Big Width Req= - Somt 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.558 Bearhg G is a nge surface. Lead Duration 1.25 BCDL:3.0 oaf Tel Sid: 2007 Max BC CSI: 0.316 Spacing:24.0' MFRS Partial Dist:h 0 2h Rep Factors Used:Yes Max Web LSI:0.439 Maximum Top Chord Fortis Per Pty Thai C&C Dist a:300B 11130(011Off) Mfg Specified German Chords Tens.Canp. Chords Tens. Camp. GCpi:0.18 Plata Typels): A-B 95 -45 B-C 73 -140 Wind Duration:1.80 WAVE VIEW Ver.t5.01.c1C.0611.00 Lumber Hangers I Ties Maximum Bot Chord Form Per Pty(Ibs) Value Set:13B(Effecbve 81111013) Recommended larger connections am based on Chords Tens.Comp. (Mord. Tens. Camp. Top chord 2x4 SP p2 manufacturer tested capacities and calculation. F-E 45 -15 E-D 0 0 Bot mord 2x4 SP 42 Conditions may exist that require different Webs 2x4 SP d3 connections than indicated Refer M manufacturer :L Bearing Leg 2x4 SP d3: publication for additional informafian. Maximum Web Forces Per Ply The) Lumber value set-13B'uses design values Beanagatlocotionx=Pi PB uses"fiallowitg Webs Tons.Comp. Webs Tena. Comp. approved 1302013 by ALSC supportcontlitions'. A-E 3TJ -212 S-E 242 -3A Bearing!) (7'11'8,10'12)LUS26 G-A 0 -78 E-C BD 0 Plating Notes Sapporo,Mari(2)2x6 SP 5S Came G-A 411 -215 C- Platesstretforaminimumof4005q .pieca.,rJ into co pding member. 78 F-G 0 - D 150 235 PUNIns inlowppoded member. In lieu of sWclural panels or Wid coairg use purlins W laterally brace chorda i s(clews: Chard Spadng(inoc) Snuff) End(0) TC 24 0.00 8.21 BC 95 0.28 8.21 Apply purlins to any comes above or below fillers at 24'OC unless shown otherwise above. Wintl Wind loads based on MWFRS with additional C&C memberdesgn. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this imss excluding ow mtang Is 460. NOTES: 1.This drawing is not suRdent alone for installation. Additional lnstmctions accompanying this teas drawing,include SCSI 14 . should be used a conjunction wind Me architectural plans during installation. 2.Apex Technology is a fictitious nacre owned by Jax Apex TecMtolWy ln.,Florida Corporation. Florida Engineer Business No.]547-4]45 Sutton Perk Conn.Suite 402,Jackaonviile.FL 32224-904 8215200 APEX Michael G Kozlowski Jeffrey P Amason Derek B Murray ®' PE Ni 80839 PE No.58544 PE No.71457 uocualgn envelope lu:cauedmrvaoer-9daeamw-gmepwa wca PIy,1 OM:17470 T69/COMN ABCL4.5 Oly. 1 FROM: Dom' CUSTOM WgL 75.6 ba I ... 0925115 T42 s YEv s.sxe ..A T P1 p la m MRepFchoods CrNarM IP9.Mth PaF) MMS,CrXada ♦MLoadingCrltMa Iwo YYIM CMarlaLac RI Rh /RL /W TCLL 20.00 WkM SM: ASCE7-10 CL NA CAT:N PP Defleptlon in loc Iltle9 24 G 329 179 /110 /- 114 /3.0 TCDL: 7.W Speed:130 mph Ce:NA VERT(LL): O.W7B 998 200SCLC: 0.00 Encnsun:Glossed Cs:NA VERT(Iy: 0.012 8 999 100 D 293 1102 1104 1-BCDL: 5.00 Risk Cehgor/.II Dumlbn:NA WFRS HORZ(TL):0.HORl 013 D - - G1 Mn Br,Width Ron dj reductions based orn M3,0Des Ld: 32.00 EXP:CD MinBreWMthReq= - NCSCLL:10.00 Mean HeghC 1].20flI Nlac CrNarla Creep Factor.1.5 Searing G isa rigid- imen SOIRb q W TOOL 4.2 pf ode: FBC 2014 RES Max TC CSI: 0.59]Laed Oureflon:1.25 SCDL:3.0 ge M: 2007 Max BC CSI: O.364 Maximum Top CMrel Forces Per Ply BIm) Spadng:24.O' MWFRS Parallel DisCbb2allon UxW:yes Max WeD CSI: 0.232 CMpgT Camp CM1artls Tens. CompLBC Dist a:3.009 :30(Oy10(0) M19 Sped Camhon A-B 0 -54 B-C 0 0 GCDi:0.18 Plane Typelsi: VIEW Ver:15.D1.O1C.0611.0OWird DurebaE Maxlmum Sot Cbord Fpmn Par Plyns. Lumber ReoxonlTieg CM1orda Tena.Canp. CM1oNe Tena. Carp. Value Set:13B(Emotive 811/2013) Remmmenert testranged actuxulans an based on manufonsmryouswpacoodend exkula9ong. F-E 8 -25 E-D 108 -R Tap chord 2x4 SP 42 connections mayoustind that require to ohnt Webs 2x 2x4 SP p2 ponrleptipa man itionatetl.Referbmanufadurer WebsMaximum ms.CmaP PerPlyT Webs2x4$P M3 publication for additional miarm20ion. Webs Tare.Canp. Webs Tens. Camp, Le Seeri^9Leg t'13B K1: seaportc nmoon x=T11'8 uses iM followlrg pommel 520'130'uses tlesgn values Santis conditions. A-E 561 -269 B-E 331 -321 epPmved 11302013 by ALSC BearirgD gMoi; 11'1'Y)LUS28 G-A 0 -124 B-D 98 -141 Suo suppo Member:(2)2xe SP SS Dense G-A 120 -tyi C-D 153 -181 endng inmember, F-G 0 -124 nu Continuous labmi redraint equalty spaced on into supported member. member. Plating Notes Wind sized bra minimum of 4.W sglr/piece. Wind loads based on Mardi with adds Tonal CSC Purling mamberdesign. In lieu d skuduml panels or rigid exiling use purlins Right end vertical not exposed In wind ores... re laterally braex chords es fderea CMM Spacing(in¢) Surt(9) End(ft) TC 24 -0.29 7.92 BC 95 -0.W 7.92 Apply ndns to any othods above or below fillers W 2e,OC unless shown otherwise shove. Loading Truss passed check for W old additional hoMm chord love load in areas with 42'-high x 24'-woe oleeranes. Additional Notes The overall height of this ores exdudlng overhang is 4-4-9. NOTES: 1.This drawing u rid sumdent alone W indaUtion. AMilianal instmdlons acwmpnyin9 this Wss drawing,indude B l 11 3, should be used in renlunction with the moletecbml plans during mslallation. 2 Business No 7 is 7-4745SuhonPeficutiours name rkCoeudrt Suite4Jae O2,Joseenex n�le,In, FL32224-90d�.S21521)() eEngineer APEX Michael G Kozlowski Janney P Amason Derek B Murray PE No.60839 PE No.58514 PE No.71457 I10{:IlJlgn envelope lax:<Jveomhtlpe I-4ea<-OJNO-alsJLowa VCs, ABCC45 PITT SEON:17472 T111/COMN CUSTOM Coy, 1 FROM: DRW: T44 Wit 82.6 pa r I x Ijs � fI 1 6s, 12 � x,a rax Loading Crbede lAsO Mind Criterbe Snow Users(Pp,Pfin Pap) DeNCSI CMada ♦Maximum Reactlons(Ital TCLL: 20.00 Wind SM: ASCE 7-10 P0:NA Ct NA CAT:W PP Deflection in be Udell l/4 Loc R 1U /Rw !Rh I RL IW TCDL: 7.00 Speed:130 mph Pb NA Ca:NA VERT(LL): 0.003 B 999 240 G 269 /22 /124 I- IN /3.0 BULL: OAO Enclosure:Claimed Lu:NA Cs:NA VERT(TL): 0.005 B 999180 D 263 /113 /128 /- /- /- BCD:: 5.00 Risk Catagmy:11 Sister Duration:NA HORZ(LL):-0.033 D - - Wind mactods based on MW FRS Des Ld: 32.00 EXP'.C HORZ(TL1.4047 D - - G Min Big Width Req= 3.0 NCBCU- 10.00 Mean Heigh 18.04 4 Corte/Was Crilerls Cheap Fao[oc 1.5 D Min Big Width Req= - SaMt 2.00 TCOL:4 2{ref Bldg Code: FBC 2014 RES Max TC CSI: 0.239 Bearing G a a rigid surface. Lord Duration:1.25 BCDL:3.0 par TPI SM: 2007 Max BC CSI: O.»0 Spacing:24.0- MFRS Parallel Dist h to Rep Fatless Used Yes Max Web CSI: 0.808 Maximum Top Chord Fomes Per Ply Obs) C&C Dist a:3.OD fl FTIRT:30(ON10(0) Mfg Speoiried cumber, Chances Tens.Comp. CM1wtls Tens. Camp. GCpi:0.18 Plate Type(s): q-B 30 -134 B-C 0 0 Wind Duration:1.80 WAVE VIEW Ver.15.01.010.0611.00 Lumber Hangars/-Ti.. Maximum Bat Chord Fomes,Per Ply(Its) Value Set:13B(Effective&12013) Rewmmended hanger connections am based an Chords Tens.Comp. Chards Tens. Comp. Top chant ad SP 42 manufacturer tested capacities aha calsolaxam, F-E M -92 E-D T] -85 But chord 20 SP 42 Condtiinns may exist[het require adherent Webs 2x4 SP 43 connections than indicated.Refer to manufacturer :Lt Bearing Leg 2x4 SP 43: publication for adtl0ional information. Maximum Web Fomes Per Ply(lbs) Lumber value set 138-uses design values Bearingatlocatlunx=T11.8 usestbaraleer, Webs Tens.Comp. Weld Tens. Comp. approved IMWO13 by Al- C ppoltcundtlions: A-E 8] 0 B-E m -1] BearhgD (7'11.8,11'n)LUS26 G-A 64 0 B-D 241 -218 Platng Notes Supporting Member:(2)2»6 SP SS Dense G-A 2IN -478 C-0 54 - S Plates aired fora minimum oi4005q.in.lpiece. inmwpbper, F-G 61 0 Purlins into suppaded l mmbeh. In lieu of simdural panels or dgd ceiling use purins to laterally brace clans as follows: Chand Spacing(in oc) Stan(lb Ead(ff) TC 24 -0.29 7.92 Be 95 41.00 7.92 Apply purlins to any u1mrds above or below fillers at 24.00 unless shown omemise above. Wind Wind was bwdl on MW FRS wird additional C&C member design. Right and vertical not exposed to wind pressure. Additional Nates The overall height of this muss excluding overhang is NOTES: I.This dreme,is not sufficient alone for installation. Additional instmtlbns d000mpaming this tress chiming,inclWe BCSI 1-03, should be taut in conjunction with the arcM1uec3aral Plans during installation. 2.Apex Technology 5 a fictitious name owned by Jax Apex Technology Inc..Florida Cbgxxmlbn, Florida Elginaer Business No.7547-4]45 Sudan Palk Court,Suite 402,Jackwnville,FL 32224-904.821.5200 q p E X MkM1xl G Kozbwski Jeffrey PAmason Derek B Munay f� PE No.60839 PE No.58544 PE No.71457 �wuagn cnvxope v:�dvclsmr-»el-roacoonooweewntrcb ABCC45 PIy.1 SEON:111821T131MONO CUSTOM Oly: 1 FROM ORIY: T46 Wgt 77.0Iha I ... 091 4Vtt Tp4 t3• 4'ptt 3'4'9 Sd'12 aVYIE TII 3 5 2 04M D r H r41t5C r e -4%10182 1 urr, }Y4 s4S5 91015 N 3413 G 51,'4 3'tp15 T1'II 13' Loading CMeNa IRO Mind Crllerla Snow Criteria(Po,Ra P3F1 DeflIC51 Ceftade ♦Maximum Rnctlen Dba) TOLL: 20.00 Wind Sed: ASCE 7-10 Pg:NA Ct NA CAT:NA PPDelkclicnln actdo, L/# Lac R /U /Rev ]Rh 1RL IW TOOL: TAO Spead: 130 mph R.M Ce:NA VERT(1):4.093 C 999 240 A 431 I225S 122941. 1151 /5.5 BCU-: 0.00 Enclowre:Closed Lu:NA Ca:NA VERT(n):-0.098C 999 180 F 416 1227 1300 I- /- /3.5 BCDL: 5.00 Risk Category,11 S.Duration:NA HORZ(LL):-0.049F - - Wind reactions haled an MFRS Des Ld: 3200 ERP:C HORZ(TL):-0.051 F - - A Min Bq Width Ren= 2.2 NCBCLL:10.00 Mean HeI9M:15.00 fl Code I Me CrReda Creep Factor:1.5 F Min 9m W idft Req= 1.5 Suffir1, 200 TCDL:4.2 par Bldg Cede: FBC 2044 RES Mn TC CSI: 0.445 Searing,A 8 F Fcpery=555paL Load DUaeon:1.25 BCDL 3.0 psf TPI Std 2007 Max BC CSI: 0.924 D CForces Par Ply(la) Spacing:24.0' MWFRS Partial Dist>2b Rep Factors Used Vn Max Web Maximum Top CSI:0.973 CMN, Ta o C hocmp. Chords Tena. Comp. C&C Dist a:3.00 ft FTIRT:Ngy10(0) Mfg Specified Camber: GCpi:0.18 Plate Typels): A-B 4194-4808 C-D 3518 -3611 Wind Dumban:1.60 WAVE I VIEW Ver:15.01.010.611.0 B-C 3948-4028 D-E 2393 -2131 Lumber We.., Value Set 13B(ERediva&112013) Truss tranf n.a maximum 1lorixoniM bed m Maximum Bot Chom Forces Per Ply(lbs) Top chord 2x4 SP Mal 5108#( 392.93plf)agngtopchard.fmmeiMer CMN, Ten.Comp. Chants Tens. Comp. Bot sham 2x4 SP M31 direction.In supports where indicated.Diaphragm and A-H 4319.4414 G-F 4739 correctionsare to be designed by Engineer of R.M. Webs 2x45P p3 Dag Loads:Forcel#) (PLF) Mbr Start EM H-G 4355-4422 :Lt Slider 2x45P p3:BLOCK LENGTH= 2000 Case 1: 5108 392.92 TO 0.00 1100 Lumber value set'131Y use deign values 5108 845.46 BC 6.96 13.00 Maximum Web Forces Par Ply(ftyl approved 1130/1013 by ALSO Can 2: 51M 392.92 TO 0.00 13.0 Webs Tens.Comp. Webs T.M. Come. 51M 84548 BC 6.96 13.00 Rating Noma Case 3: 5108 392.92 TO 000 13.00 H-C 26! -238 D-F M -519 Plates abed for a minimum of4.00 sn.in.lDieca. 5108 84546 BC 6.96 13.00 C-G NO -677 E-F 124 -128 Ones 4: 51M 39292 TO 0.00 13.00 G-D 318 -288 Purlins 5108 84548 BC 6.96 1100 In lieu of structural panels or rigid ceiling me purlins Drug Load for wind only to laterafty brace shads a follows: Cham Spacmg(in oc) SMMft) End(ft) TO 24 0.00 1300 BC 40 0.00 13.00 at 24 OC unless,srfins to hown othercreate rwwise Mee or na, fiAere What Wind loads based On MFRS with additional C&C memberdesign. Right and vertical not exposed to wind pressure. Additional Notes Negative maction(s)of-22560 MA%.(See Max Reacfions table above)Renuire uplift connection. The overall height of Me truss excluding ovsmang is 5-114. NOTES: 1.This tlmeirg Is am sufficient alone for installat'wn. Additional instruction accumpanying ins bus,dewing,include SCSI 1-03, should be used in conjunction with the amMamual plans during installation, 2 Business o,7547-4745 Smon Park Court,fictitious�ama owned Suite 402.Ju smahI.,FLInc.•321224-�gxe552n0Fbrida Engineer AW APEX Miami G Koxicaven Jeffrey P Armenian Derek B Murray f� PE No.0839 PE No.58544 PE No.71457 tMGla19n—slow IV:eJVeaeor-Yee I-Vaae-0JMp-aeJcauutl Vey ABCC46 Ply.t SEON:1]280/T98/MONO CUSTOM Dy: 1 FROM: DRW: T48 Wg1:19].41— .res 1 rw lu k 1— a x 11 I crry ry fi3 MWE v k is an 1ka{r. r xac Fe •Wenn _ i � f e3v IW �z •I �m H aw4 •k sn TCLL: to LeadiCmarM(ps0 W indI: AS Snow Ct:(A CA :NO OaNC91 CriMda ♦Maximum Reac/Rev Oita) TCDL: 2000 1 ♦BCE T-10 Pg:NA CL NA CAT:NO PP T(U-):on 2 be Utle6 LM Loc R /U /Rev IRM /RL /W TCDL: 7.00 130losM1 Pt NA C. NA VERT(LL); OA20C 676 283 P 908 /]] /399 /- 1251 15.5 BCUL:DL: 0.00 Enclosure:or,11Closed Lu:NA atilN VERT(R): 0.]20C 393 2B3 J 939 lin 1422 /. l- 13.5 BCDL: 5.00 Riskategory.II S.Duratgn:NA HORZ(LL):0.1]3 C - - Wind reactions based on MFRS Das LL 3200 HORZ(TL):0.297 C - - P Min Bm Width Req= 1.5 NCBCW 10.00 BgM1C 15.d8 fl Code I Mlu Crbede Creep Factor.l.5 J Min Bng WitlM Req= 15 Soffit 2.00 4.2 psf BMg Code: FBC 2014 RES MaxTCCSI: 0.826 Beadn9s P&J FWerp=565psi. Land Duration:1.25 3.0 paf TPI SM:200] Max SC CSI: OA91 Spacing:24.0' S Parallel Dist:h to 2h Rep Factors Used Yea Max Web CSI: 0.815 Maximum Top Choral Forces Par Ply(IM) ist a:3.008 FT1RT:3010p10(0) Mfg Specified Camber, Crams Tens.Comp. Chords Tena. Carp. GCpi:0.18 Plate Type(a): A-B i%-1416 E-F W -]55 umllOn:1.60 WAVE I VIEW Vw:15.01.01C.0611.OD IB-C 101 -1190 F-G 1W -471 Lumbar Addimmal Notes C-D 161 -1122 G-H 34 -38 Value See:13B Effective&112013) The overall"Ift of this Was excluding overhand is D-E R -M Tot chard 2x18 SP SS Denae:T2 2x8 SP p2: 10.2-11. gotaround2x0 SP SS Dense Maximum Said Chord Fortespat Ply(Il Webs 2x4 SP p3:W42x4 BP MJO: Chods Tena.Camp. Chords Tens. Comp, Lumbervalue set'1313'uses design values A-N 130($ -4n L-K 910 -313 approved 11302013 by ALBC N-M 975 -340 K-J 289 -109 Bracing M-L 975 -310 J-I 0 0 (a)Continuous lateml restraint equaly spaced an member. Mexlmum Web Fomes Per Py jibs) Webs Tene Comp. Webs Time Carp. Plating Notes B-N 222 -547 F-K 559 -1682 Pktess¢e foraminimumo14.00sq.tn.lpiece. N-C M -11 K-G 1156 -402 Purlins D-O 99 -212 G-J 362 -962 O-L 1050 -19p H-J 75 -89 In lieuofy unew clpanelsadgid ceiling use Wtlins O-F 1080 -194 to laterally brace ul ) lolCIMaSo TC Spadrig(in or,) Slam Enddl TC 24 000 23.25 By 120 0. 23.75 chords move or 24'puffins at Cmth as sea.othervn a above. fillera Leading Truss pacced check for 20 Pat additional bottom cratl live bad in areas with 42--high x 24'-wide clearance. Wind Wintl bads wed on MFRS with additional C&C ember design. NOTES: 1.This Crowing is nW auM N abw kr inslallabon. Additional instructions accompanying this truss dol include BCSI 1-03. should be used in conjunction with Ne architectural plans dung installation. 2.Apex Technoa,is a fichbous name ovned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.]54]-4]45 Smon Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Michael G Ko Iovxki Jeffrey P Ams. Demk B MMMy PE No.60839 PE No.58544 PE No.71457 ...rsi9n Lnvelope Iv:eJVCamr-Yx 1-4atle-aaMP0OOCaw9 ossa ABCC45PIYi SEON:172M I T15 l COMN CUSTOM 0y: 1 FROM: DRW: T50 Wgt 198.1 Its I ... 0912&15 ewfa pt aaecxane ssern se e.-. .z nr arty n'Sa Loelllg Ci lmW tpsO WbM Crude Snow Christie lPp.PI b PSF) DvWCSI Crifeda A Maximum RNCilons(IM) TCLL 20.00 Wind Std: ASCE 740 Pg:NA Ct,NA CAT:NA PP DeRecdon in loo UW L/p Loc R /U 1 Rw /Rb /RL 1W TCDL: 7.00 Speed:130 mph PL NA Ca:NA VERTtLL): 0.419 C 675 2B3 is 111111 182 1401 /- 123] 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.721 C 383 283 J 913 1178 /409 /- I- 13.5 BCDL: 5.M Risk Category:11 Snow Denson:NA HORZ(LL): 0.173 C - - Wind reactions besetl on MFRS Des Li——MM EXP:C HORZ(TL):0.297 C - - P Min Br,W imh Ree- 1.5 NCBCLL 10.0 Mean Halt 15.22 fl Coda I Miss CrMM Creep Faclo,1.5 J Min Br,W idth Req- 1.5 Sol@ 2.00 TCDL:4.2 pat BMg Code: FBC 2014 RES Max TC CSI: 0.619 Bondng5 P B J Fcpam=565p5i. Load Duration:1.25 BCDL:3.0 pat TPI SM:2007 MaxBC CSI: OA90 Spicing:24.0 MFRS Parallel Dist hM2h Rep Factors Used:Yes Max Web C51:0.80] M Imum Top CboN Forces Per Ply(lbs) C&C Oat a:3.0 R FTRtT:30(OV10(0) Mfg Specifietl Ci mbx. Chords Ta4.Cmnp. Chords Tena. Camp. GCpi:0.18 Plata Type(s): A-B 174-1414 E-F 108 -750 '.., Wind!Duration:1.60 WAVE VIEW Ver.15.01.01C.0611.00 B-C 121-11% F-G 33 -1118 Lumbm AtltlbionalNdes C-D 181 -1119 G-H 33 -]5 O-E 95 -7n Value Set:138(ERadive61112013) The overall height of this Uuaa excluding overhang is Top chmtl 2x8 SP SS Denea:T2 2x8 SP p2: 9-8-7' Maximum But Choral Fomes Per Ply(Its) 432x4 SP 02: Chasms Tens.Comp, Choice Tens. Comp. Bot craxd 2x8 SP SS Dense Webs 2x4 SP#3:W4 2x4 SP M-30: A-N 134 -469 L-K 908 -319 Lumbervalueset-1311-usesdesignvalues N-M 9R -346 K-J 0 0 approved 1/MG13 by ALSO M-L 971 -316 J-1 0 0 Boeing Maximum Web Forces Per Ply(IM) is)Continuous lateral restraint equerry spaced on Webs Tena.Comp. Wets Tena Comp. member. B-N 219 -563 F-K 538 -1568 PlaNotes N-C 252 -1G-K 183 -17 Platestes s¢etl fora minimum 014.00 sq.in.lpiece. -O 99 -2144 K-H 838 -T]0 O-L 963 -169 H-J 311 -710 Pudine O-F 973 -173 In lieu of stivolaral panels or rigid cailirg use purlins M laterally brace chords as follows: Chord Spacing(in w) Start(ft) Encid) TC 24 0.00 23.25 BC 120 0.15 2375 Appy pudins to any chords above or below fillers 8124.OC unless shown otherwise above. Loading Truss passed check for 20 DM additional bottom chord We load in areas with 42--high x 24'-wide deamnce. WIN Wind loads based an MW FRS with additlomil C8C member design. NOTES: 1.This cree N ba not su6iarent alone for installation. Additional instructions accompanying Mie truss drawing,inolude SCSI 1413, should be used in conjunction wird Me ambileounal plans during installation. 2.Apex Technology b a Mixture name owned by Jax Apex Technology Ins.,Florida Corporation. Florga Engineer Business No.7547-4]45 Sutton Park Coud,Suite 402,Jacksonville,FL 32224-904.821.5 APEX Worsil G Kozlowski JeRrey P Amason Derek B Murray ON PE Na.6009 PE N,58514 PE No.71457 UOGUJIgn cnvelODe IV:eJVeemr9x Vo9L-oJJW-DOJLDwYIVLY ABCC45PIy1 SEDN:1]252/T99/COMN CUSTOM Qty. 1 FROM: DRW: T52 Wgt 189.0 the I ... 09/25/15 C'IfIO BY 1set +1871 11 d9Y 2a . I loe ITB 199 IIi Teta Tia zr he a.F Gla M // E / D O 5� IB) MI g am, w. aaxsa Ndl P N M I. N J let aea r 12 •� 1 a17N zP •Z xVu a.V 1] 11112 .2 xird u R]4 Loading Orleans 1ps0 Wind Criteria Snow Criteria ftid In PSF) DaflICSt Crlleda AMaximum RNM ns(IN) TCLL 20.00 Wind Std ASCE 7-10 Pg:NA Ct NA CAT NA PP OeAedbn In Induced " Loc R 1 U I Rw /ft /RL /W TCDL: 7.00 Speed: 130 In Pf:NA Ce:tax, VERT(LL): 0.500 C 588 283 P 914 1103 1401 /- 1193 15.5 BLIT: 0.00 Enclosure:Closed! Lu:NA Cs:NA VERT(TL): 0.857 C 330 283 J 937 11% /369 /- I- ISIS BCDL 5.00 Risk Category.11 Snow Dismace:NA IIORZ(U-y 0.207 C - - Wind reactions based on MWFRS Oars Lot 32.00 DAP:C 14010.355 C - - P Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height 15.00 R Code I INC Criterm Creep Facto[1.5 J Min Big Width Req= 1.5 Solfit 2.00 TCDL:4.2 pat Bldg Code: FBC 2014 RES Max TC CSI: 0.571 Bearings P B J popery=565psi. Load Comfort 1.25 BCDL:3.0 par TPI Std 2007 Max BC CSI: 0.525 Spacing:24.0- MFRS Parallel Dist h to 2h Rep Facbm Used Yes Mall Web CSI: 0.797 Maximum Top Chord Fomes Pm Pty(Ilea) CSC Dist a:3.00 h FTRiT:W(0i D(0) Mfg Specified Camber Chorda Teos.Comp. Clouds Tens. Comp. GC,:0.18 Plata Titania): A-B 210-1381 E-F 142 -609 Wind Dureeon:1.6D I WAVE,HS I VIEW Ver.15.01.01 CA811.00 B-C 100-1141 F-G 142 -378 Lumber Additional Notes C-D 242-1082 G-N 0 0 Value Setl3B(EBetlwefV112013) The overall height of this mass excluding overtwngis D-E 132 -696 Tap clew 2x8 SP SS Dense:T22x6 SP 02: 8�7' Maximum Bot Chord Forex Per PI,(IN) T3 2x4 SP M30: Chords Tens.Comp. Chords Tens. Comp. Webut Bot chow 2x8 SP 55 Dense Lumber 4S#3W4 2x45P design N- 1280 -443 L-K BTS -307 Lumoved 1ue saP3 by uses desgn values N-M 927 -339 K-1 332 -1240 approved 1I30Q013 by ALSC M-L 9P -339 J-I 0 0 Bracing Maximum Web Fomes Per Ply(IM) (a)Continuous endedrestraint equally spaced on Webs TenaLomp. WebB Tena. Camp. member. B-N 211) -505 O-L 1118 -223 Platens Nabe N-C 246 -49 K-G 1008 -394 Plates sued bra minimum of 4.00 aq.in.lpiece. O-O 128 -262 G-J 4V 83 -100 F-O 1225 H-J 5T - Purina F-K 530-1&G18B In/leo of suuatuml pantos orrigid ceiting use Dudins to laterally brace clouds as follows: Chord Spacing(in oc) Standi) End(8) TC 24 0.00 23.25 BC 106 0.15 2375 Apply pwiins to any chards above or below Fillers at 24'OC unless shown otherwise above. Loading Truss passed check or 20 psi additional bottom cnoud live load m areas with 42"4high M 24--wide clearance. Weal Wind loade based on MWFRS with additional C8C member design. NOTES: L This drawing u lot sufficient alone for insbhatbn. Additional instructions accompanying this mass crewing.incodar SCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex ess No b a 745leus rwme OMILN t, Jae Apex Technxckwhn vel.Inc..FlOMa Corb904,11 on. Floods Engineer Business No.051]-4745$YtbO Park Court,Suite 402,JacksanWlle,FL 32224-904.021.5200 ^ �]Cv Michael G Kozloki Jeffrey P Amason Disney B MurrayMuay fin PE No.80839 PE No.58544 PE No.71457 WcuJlgn enxinopa IV:LJOLOLor90t-Ve9L-epMppwcoVvtl wctl ABCC45 Py iSEDN:17248/T98/COMN CUSTOM Ciy. t FROM: DRW: T51 Wit:179.21bn / ... 08/25115 203.10 r 4'108 1T4-4 1Tffif Yr14 � 2x11ff8 • [1ve 1T8 Ire• -F 3.4 � 2T14�1 H .sx3D - 12 s p 112x4 C 203x38 w4 _ x4(At) T. i�1a1n N M L K I, I _4xs =axe Mace _4xia 94y S!'1z SB- zT10 x9.10 � ds•4 I 1r + Ire � zo3.1d I z3r4 �,'? Loatling Canada meq Wind Cltteda S roux Criteria ly,%F P6F) Dat1/CN Canada ♦Maximum Rumors(lbs) TCLL 20.00 WildSN: ASCE 7-10 Pg:NA C1:NA GAT:NA PP DeBectlon in be lJdeB l/It Lm R /U I Rw /Rh I RL IW TCDL: 7.00 Speed: 130 mph H.NA Ca:NA VERT(11): 0.401 C 700 283 p 908 /215 1392 /- 1205 15.5 BCL: 0,00 Emporium:Closed Lu:NA Cs:NA VERTITL): 0.712 C 397 283 J 919 /257 1337 /- I- 13.5 BCDL 500 Risk CNet,11 Snow Duration:NA HORZ(LL): 0.162 C - - Wind rsadbns based an MFRS Des Ii 3200 EXP:C 11 R (!`Ly 0.290 C - - P Min Br9 Width Req= 1.5 NCBCLL:10.00 Mean HeghC 15.00 k Coda/Mi Canada Creep Factor:1.5 J Min 8,Width Req= 1.5 Sent: 2.00 TCDL 4.2 mf Bog Code:FBC 2014 RES Max TO CSk 0.831 Bearings P&J Fcpem=S65psi. Load Duration:1.25 Si 3.0 art TPI Std: 2007 Mex BC CSI: 0.930 Spacing:24.0• MWFRS Perellel Did:hf2 to h Rep Factors Usual Yes Max Web CSI:0.939 Maxlmum Top Chord Forces Per Ply(IM) C&CDiNe:3.00d FTIRT:30(Op10(0) Mfg Specified Camber: Chords Tens.Com, Chorda Tare.Com, GCpi:0.18 Prole Tylx(s): A-B 387-1586 E-F 1T7 -688 Wind Dominion:1.60 WAVE I VIEW Ver.15.01.e1C.0611.00 I B-C 312-1337 F-G 176 -478 Lumber Additional Notal C-D 368-11% G-H 178 -478 Value Set:13B(EOedive 611/2013) The oversll heightaNh:turas exceeding overman,he D-E 1W -694 Top could 2x8 SP p2 B -7'Bot Naxlmum Bot Chains Forces Per PN(IN) We Mad 2x8 SP W Chords Tens.Cona, Chortle Tare. Comp. Webs 2x4 SP p3 0042x4 SP g2: 1-umbervalueset•13B'usasdasgnvaluae A-N 106 -523 L-K 1@1 -385 appmvedl/ Qr?013by ALSC N-M 1008 -408 K-J 0 0 M-L 1006 -408 J-1 0 0 Plating Name P•)1 Floats)require t pped positioning.Refer to Maximum Web Forces Per Pty Obs) acaled plate plot dermis for special pmi0em, Webs Tens.Cnl Webs Tens. Comp. requirements. Plates sized for a minimum of 4.00 sq.inlpiece. B-N 223 -591 F-K 508 -1320 N-C 313 0 K-G 98 .175 Potline D-O 231 -411 K-H 1081 -390 In tutu of structural panels or olid mile,use p rine O-L 935 -158 H-J 4(9 -im W Mterelly three words as fellows: O-F 915 -164 Chord Spacing(in ac) Stai Entl(n) TC 24 0.00 23.25 SC 91 0.15 23.75 Apply purlins to any MONS above or below them at 24'CC unless shown otherwise above. Lending Tmss passed check for 20 psi additional Whom chord live bed in areas with 42'-high x 24'-wide clearance. Wintl Wind loads based on MFRS with additional C&C memberdeagn. NOTES: 1.Tbo drawing is net sufficient choice for Insulation. Additional instructions accompanyitg this Wm coming,iadutle BC511413, should be used in mffirynction with the architeduml plans during Installation. 2,Apex Techrelo9y is a ficMious name owned by Jax Apex Technobgy Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Micheal G Koalowski JeBrey P Anne. Derek B Murtey PE No.W839 PE No.58544 PE No.71457 tNk CUSTOM rnvelopC rV:muetf<or-tlal-9otl<-wMo-ameWutl wCtl �'1 :1' ••_�'• "'r""'�"' CUSTOM Oty: 1 FROM: DRW: T58 W 68]lbs 8'11'8 0'10'8 68' Y5'fi 12' + 14' i4 C 4'10.8 1')x'8 n 3'0'10 2' 3Td''4'4 58'12 10' E 914X5 _ 3 -4X5 F XB(BRS{ 1 G -3 H 12 s3X3D 5 T1 N P=3X3 114%4C (e) O p \2X4B �4X4(Al) I1 IG M L K 8d'd ad%5 5')'12 8X6 5')'12 m5X5 5,5.8 11114310fi 4.4 1Y 1)')'12 23'1'4 A H3 Loading Criteria IPSO Wind Criteria Snow CrBadt(Pg.RMPSF) DeWCSI Cheaper A Maximum Reactions gbs) TCLL 20.00 W nd Std: ASCE7-10 Pg:NA CL NA CAT:NA PP De6ectiOn in Inc L da, i Loc R 1U /R. /Rh I RL /W TCDL ).00 Speed 130 mph Pit NA Ce:NA VERT(LL): 0.216 C 999 283 O 913 1361 1506 /- /148 15.6 BCLL 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): O."3 C 639 283 J g04 1343 1449 /- /- 13.5 BCDL: 5.00 Risk Category:II Snow Dumb.:NA HORZ(LL): 0.084 C - - Wind reactions based on MFRS Des LIF. 32.00 EXP:C HORZ(TL): 0.174 C - - O Min Bm Wdm Req= 1.5 NCBCLL:10.00 Mean Height 15.00 it Code I Mae Criteria Cas,Factor 1.5 J Min Brg Wdm Req= 1.5 SOMI: 2.00 TCDL:4.2 psi Bldg Code: FBC 2014 RES Mm TC CSI: 0]62 Bearings O 8 J Fcperp=565psi. Load Duration:1.25 BCDL 3.0 psi TPI Std 2007 Max BC CSI: 0.900 Spacing:24.0- MFRS Parallel Dist:0 to h2 Rap Factors Used-Yes Max Web CSI: 0.902 toCMh �urTeTo C�pd Forces Par Ply Te(fint)Comp. CBC Dist a:3.00 8 FTIRT:W(Oy10(0) Mfg Specified Camber: GCpi:0.15 Plate Tyye(s): A-B )66-992 E-F 391 -823 Wind Duration:1.60 WAVE,HS VIEWVar:15.01.010.0811.00 B-C 819-1589 F 516 -1122 Lumber Wind C-D 599-1M G-H 536 -1251 0-E 352 -597 Value Set:13B(Effechas&112013) Wind load.based on M li with additional C8C Top chord 2x4 SP 82:T1 2x6 SP d2: member design. Maximum Bot Chord Forces Per Pty(lbs) Bat clbrd 241 SP Q Additional Notes Chords Tera.Comp. Chi Tens. Camp. Webs 2x4 SP g3:W6 2x6 SP M2: Lumber value and'13W uses design values The overall height of this Wss excluding overhang b A-M 162) -690 K-J 0 0 approved1130=13by ALSC 5-6-7' 1 1324 -570 J-1 0 0 L-K 1324 -570 Spacing (a)Continuous Ideal restraint equally spaced on Maximum Web Forces Per Ply(Ib) ember. Webs Tens Comm. WWs Tena. Comp. Special Loads B-M 197 -513 O-G 111 -285 ----(Lumber Dur.Fac=135/Plate Duffin 1.25) M-C 592 -15) O-P 124 -3211 TC-Front 55 pit at 0.00to 55 pit at 12.00 D-N 39 -801 G-P 294 -313 TC-From 55 pit at 12.00 to 55 pit at 14.00 E-N 26(1 -122 P-K 30) -40;1 TC-From 55 pit at 1000 to 55 pit at 23.25 N-F 285 -612 K-H 15)1 Si- SC-From 10 pit at 0.00 to 10 pit at B65 N-O 54 -394 H-J 4115 -10)2 BC-From SO pit at 8.65 to 50 pit at 15.39 F-O 108 -93 BC-From 10 pit at 15.39 to 10 pit at 23.25 BC-From 64 pit at 23.25 to 64 plf at 2375 Plating Nates Plates sized or a minimum of 4.00 x,lkJpki Purlins In lieu of structural panels or rigid ceiling use pudins 0laterally brace chords as follows: Chord Spaclng(in or) Start(4) Eni TC 24 0.00 23.25 BC 100 0.15 23.75 Apply purlins to any chords some or below them at 24'OC unless shown othemise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional inslmcliom accompanying this truss drawing,include BCSI 1-03, should be used in conjuncdon with me architectural plans during installation. 2.Apex Technology is a Tenuous name owned by Jax Apex Technology Inc.,Florida Combustion Fbdda Engineer Business No.)SO-4)45 Sutton Park Court,Suite 402,Jacksomille,FL 32224-901821.5200 ® Michael G b dowski Je6rey P Amason Derek B Murray PE No.60839 PE No.58544 PE No.71457 uOCUJ19n c ous opa tV:Lops....-tlac l VOYo-oJNOrooJCOV Vtl i VCY ABCC0.5 FM:1SE0N:1]282/T80/COMN CUSTOM 011.. 1 FROM: DRIVE. TSB Wgt 119.01. / ... 091 bR'12 12 9 1M 2311' � 8'712 594 ~ + Stt' Ce e,4 u S 2 r i4xs0 >D71 I...E r P ra3x4(a2)A ttlt7 H G Y M 6'P Ell- 8`JB 57111 12 + t0'3'a f 23'11' A Loading Criteria his0 Wind Criteria Smw CMerla(Po.Ptb F9F) Dali1CSl Chloride A Maximum Reactions pies) TCLL 20.00 Wind Std ASCE 7-10 FEE:NA Ct NA CAT:NA PP Defection in be L/dafl LM Loc R I U /Rw I Rh /RL /W TCDL: 7.00 Speed 130 mph at NA Ce:NA VERT(U): 0.085H 989 208 A 782 /2M /354 /- IIN /5.5 BOLL: 0.00 Enclosure:Closed Lu:NA Ca:NA VERT(TL): 0AR H 998 288 F 777 1249 /308 /- /- /5.5 BCDL 5.00 Risk CaNgorY 11 Snow Duration:NA HORZ(LL): 0.028 F - - Wind oectiorM based on MWFRS Des W 32.00 EJ(P:C HORZ(TL);0.051 F - - A Min By Wi itM1 Rap= 1.5 NCBCLL 10.00 Mean Height 15.00 fl Code I Miso Crlleda Creep Factor.l.5 F Min By WIdh Rep= 1.5 gppg_ 2,00 TCDL:4.2 pat Bldg Coda: FBC 2014 RES Mae TC CSI: 0.499 Beenngs A 8 F Faperp=565pa. Load Oumfion:1.25 BCDL:3.0 par TPI Std 2007 Max BC CSI: 0.971 Spacing:24.0' MFRS Parallel Dist O to Rep Factors Used Yes Max Web CSI:0.739 Maximum Top Chord Forces Per Ply pies) CBC Dist a:3.00 it FTIRT:30(0)/10(0) Mfg Swiasd Gamiest Chonts Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(x' A-B 868-1471 C-D 817 -1080 Wind Wotton:1.0 WAVE VIEW Ver.15.01.01C.0611.00 B-C 799-1058 D-E 918 -1260 aSet 13B(Efletlive&'12013) Value Maximum Bot Chad Forces Per Ply(IW) Topc S Top Mont 20 SP p2 CMnts Tens Comp. CM1ONa Tem.Comp. BN Mont 2.4 SP A-1 1294 -944 H-G 1318 -970 Webs 2x4 SP p3 I-H 1M -918 G-F 14 -7 Lumber value set'131y uses design values appover f/302013 by ALEC Maximum Web Forces Par Ply(Ii Plating Notes Webs Tens Comp. Webs Tam. Com,. Plaless.dforambimumof C.00,.inlpiem. I-B 1B3 0 D-G 496 -5% B-H 310 -456 G-E 1386 -1014 Purlins C-H 4)8 -201 E-F 538 -70.9 In lieu of structural panels or rigid wiling use purine H-D 318 -471 to latemliy brace cards as follows: Chord S,ocirg(in act Stai End(fl) TC 24 0.00 23.92 BC 107 0.0 23.92 Apply purins to any Monts above or babe,fibers at 24'OC unless Mown otherwise above. Wintl Wind bads bas al on MFRS ant additional C&C member design. Right end madcal not exposed to wind pressure. AOdi0onal Notes The overall height of this truss excluding overhang Is 547, NOTES: 1.This drawing is nW sufficient alone for installation. Additional instructions accommrrying Ims Imes dowing,include SCSI 1413, should be used in conjunction with Me amhilectuol plans during installation. 2.Apex Technology'a a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sudan Park Count Suite 402,Jacksonori FL 32224-904.821.5200 APEX MiMael G Kapkamld Jeffrey P Arneson Deck B Murray ®' PE No.60839 PE No.51151 PE No.71457 Uncoil rnvetope lu etueemryDcIVoacopM-ooJCAuub Vca ABCC45 PIy:1 SEON:9310/'8/MONO CUSTOM OIy: S FROM: DRW: T60 Z 88.8lbs I ... 08125115 &'11'12 13'8' 8'11.12 8'874 nzz4D 4 12 v wowsto D to kH03101E5 T A 1 10 1z 4 am' e'1Ir 8'10' 13'8' Loading Chasms(p0 Wind Criteria Snow CnamM jPo.%H PSF) ixe81CSI CribrM a Maximum Reactions(Ira) TCLL: 20.00 Wind Sid ASCE 7-10 Pg:NA CI:NA CAT:He PP Deflection in Ioc Udell L, Loc R IU /Rw /Rh I RL IW TCDL: 7.00 Speed 130 mph Pt NA Ce:NA VERTjLy: 0.029 F 999 240 A 443 1171 1373 /- 1113 13.5 BCLL 0.00 Endosure:Closed Lu:NA Cs:NA VERT(TL): 0048 F 999 180 E 443 /197 13M /- 1- l- SCDL: 5.00 Risk Category:Il Snow Duration:NA HORZ(LL):-00158 - - Wind reactions basal on MFRS Des W 32.00 EXP:C HORZ(TL):-0.022 B - - A Min Big Width Req= 1.5 NCBCLL:10.00 Main Height:15.00 fl Cape/Misc Chums Creep Factor:1.5 E Min Big Width Req= Soffit: 2.00 TCDL:42 be( Bldg Code: MC M14 RES Mia TC CSI: 0.883 Been,A Fcpeip=565psi. Load Duration:125 BCDL:3.O wf TPI Std: 2007 Mex BC CSI: 0.771 Spacing:24.OMFRS Perellel Disc h to 2h Rep Factors Used:Yes Max Web CSI:0.852 Maximum Top Chord Fomes Per Ply(Ib.) C&C Dist a'.3.00 fl FfIRT:30(OV10(0) Mfg Specified Camber. Chords Tene Comp. CMNs Tens.Comp. GCpi:0.18 Plate Type(s): A-B 631 -746 C-D 47 -M Wind Doreen:1.60 HS,WAVE VIEW Ven,15.01.01C.O611.00 B-C M -M Lumber Additional Notes Value Set:138(Eflechom611/2013) The overall height of this buss excluding overhang of Maximum But Chord Fomes Per Ply jibs) Top chard 2x4 SP M2 5$-15. Crones Tens.Cci Chortle Tens. Comp. Bot chord!2.4 SP A-F 595 -631 F-E 592 -680 Webs 2x4 SP 43 :Lt Slider 2x8 SP p2:BLOCK LENGTH= 1.50(f Maximum Web Fomes Per Pty(IDB) Lumoved!ber IM a013by uses tlesgn values Web. Tens.Com Webs Tens. Com approved l/30RO13 by ALSC P' , Plating Notes F-C 323 -393 D-E 127 -14(1 C-E 746 -849 Plates sized for a minimum 44.00 M.hJpiece. Purlins In lieu of structural panels or ngid ceiling use plan to Wordly bras chance as follows: Chem Spaonggh x) Bergh) Endjft) TC 24 000 13.87 BC 120 0.00 13.67 Apply purlins to any chords above w below,fillers .124'OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required by others Wind Wind leads based on MW FRS with additional C&C exmberdesgri Right end ventral rid exposed to wind pressure. Left bworn cho d exposed to with. NOTES: L This drawing is not semcient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03, should be used in conjunction with the architectural pons during installation. 2B Apex No.7547 is a 4745 Smor Park Court,fictuous name uite 402,Jacksonex l�alFL 32208901FMida Engineer CPE No G Kozbwski PE No.P Amason FIR N . 1457Murra PE No 60839 PE No.58544 PE No.]1457 UOcvagn crranci a iv:a wcoeer-apc I-voS',ac c-mlwa rrca SEON1718 /T121VALAB S Ply CUSTOM Or: 1 FROM: DRW: W1 I W9L MA 10s l ... O9Y2&HS 6"5I 3'5'10 F 4'9'4 I 6'1'10 + 9b3 _�g7^q 6"5 711'5 1'3^10 1'4^6 710"9 7'1 T C--4X4 r 12 6 6 D 0 iV =3X4((D7) X4(Di) 25'47 6"5 711'5 H 1'4^ 1'4" F 710'9 7'1 6"5 3'5'10 4'9'10 6'1"10 903 97 Loetling Others s asp Wind CMel Same Crberia 1Pp%b PBF) 1)aIVC9l Ontario A Maximum Reactions(1bs),or SPLF TCLL Mudd Wind Sid ASCE 7-10 Pg:NA CL NA CAT:NA PPDeBectionin lou LMel UJI Loc R /U /Rw /Rh /RL /W TCDL: ]80 Slashed: 130 mph K.NA Ce:NA VERt(LL): 0.003 H 998 240 P 58 1256 1224 /- /73 /115 BCLL: 0.00 Endosure:Closed Lu:NA Cs:NA VERTDL): 0.005H 899180 WiM reactlona base)on MWFRS BCDL: 580 RBI,Category.II Snow Duration:NA HORZ(LL):-0.001 H - - I Min By Width Reg= - DesLd: 32.00 EXP:C HORZITLr-0.002F - - Bearing l Fcpem=561 NCBCLL 10.00 Mean Hei 26.95 ft Cars I Mise Chad. Creep Factor:1.5 SOMe 2.00 TCDL 4.2 ps1 Bldg Code: MC2014 RES Mex TC CSI: 0.141 Maximum Top Chord Fomes Per Ply pbs) Load Dual 1.25 BCDL:3.O psf TPI Std 2007 Max BC CSI: 0.079 CMrds Tens.Comp. Chards Tena. Com, Spacing:24.OMFRS Parallel Dial:O a 62 Rep Factors Used Ven Maxwell l A.B W -45 C-D SB -14 C&C Dist a:3.008 17I1 30(oyl O(o) Mfg Specified!Camber. B-C 54 -5 D-E 78 -50 GCpi:O.18 Plate Ti Wind Duration:1.8O WAVE VIEW Wr 15.O1.01C.0B11.O0 Maximum Bot Chord Formal Par Ply(am) Lumbar Chords Tens.Comp. Chards Tena. Comp. Value Sat:ISO(Effective&1/2013) A-H M -37 G-F 83 .41 Top Llbdxd 5Pg3 H-G 83 -41 F-E 75 -42 Bot Mord 2x4 SP p3 Webs 2x4 SP M3 Maximum Gable Fomes Per Ply(Iia) lumbervalue1)3G20I 3 by uses design values Gables Tearf Comp. Guiles Tens. Comp. approved 1YJN2013 by ALSO Plating Note B-H 148 -130 F-D 147 -120 C-G 0 -92 All plates are 3X3 except as noted. Plates stied for a minimum of 4.00 sg.in/piece. Purlins In her of structural panels or rigitl wiles,use purlins to laterally brace cborms as folkwrs: Chard Spacirgllnoc) Saii EMIh) TC 24. _. 0.87 887 BC 75 0.53 902 Apply purlins to any Mortis above or below fillers at 24'OC unless shown otherwise above. Wind Wind leads based on MFRS with additional C&C embertlesign. Miami None See DINGS A140WENCI01014&GBLLETIN1014 for gable wand bracing requirements. See DWG VAL160101014 far valay call The overall beigM of the truss excluding ovorhang is 2-107. NOTES: 1.This drawing is not sufficient alone for installation, Additional instructions awompanyitg this truss drawing,include SCSI 14)3, should be used in conjunction with the amhiacturel pans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,FIOMa Corporation. Fonda Engineer Business No.7547-4745 Sutton Par,Court,Suite 402.Jacksonville,FL 32224-904 821.5200 APEX Michael G Kcalwski Jeffrey P Amason Derek B Murray PEN. 60839 PE Na.58544 PE No.71457 uocusgn cnvelope w:4.wcpmr-aa I-adore-Dano-oeacowa Inca ABCG5 CUSTOM PIR 1 9EON:17258/731/VAL V03 OIY: 1 FROM: DM: Aga 30.8Ibs 1 ... 09125115 4'092 818 1;112 4'0'12 Bs4X4 2 8 � 1 ws A 1) �3X4ID1) C 2616'2 e'P'8 3�"a 4712 4712 4092 8'PB LoaMng CrtierM(nil Wintl CrBeda Snow Cflteda'pgH In pan DeWC9l Crbda ♦Maximum RaactlolM(Ib),or'=PLF TDLL: 20.00 Wintl Std ASCE]-10 Pg:NA Ct NA CAT:N PP Dafledbn in Idc L/tlae lM Loc R /U /Rw I Rh /RL /W TCDL: ].00 Speed:130 mph PL NA Cd:NA VERT(LL): 0.00] D 999 240 A• 86 1123 /208 /- /TO /97.5 SCLL: 0.00 Enclosure:Closed Lu:NA Ca:NA VERT(TL): 0.015 D 9% 180 Wintl ressounsbaeadon MWFRS BCDL 5.00 Risk Category:11 Snow Dumflon:NA HORZ(LL):41.003 D - - A Min Bg Width Req= . Des LC 32.00 EXP: HORZCTL):-0AOBD - Binding A popery=SN,i. NCBCLL:10.00 Mean Height:28.05 fl Codel M1ac COtatla Creep Fadoc 1.5 SOMI: 2.00 TCDL:4.2 psf BMg Cotle: MC 2014 RES Max TC CSI: 0.198 Maximum TOP Chord Forces Per Pty(lbs) LOad Duration:1.25 BCDL:3.0 psi TPI SM: 200] Max BC CSI: 0.150 Chords Tena Comp. Chords Tens, Comp. Spacing:24.0• MFRS Parellel Dist:h2 to h Rep Factors Used:Yes Max Web CSI:0.070 A-B In -99 B-C 176 -99 CSC Dist a:3.00 It FT/RT:30(OR10(OI Mfg Spedfied Cambx. GCp:0.18 plate Tyye(s): Maximum Bo[CMM Fo=r IOs Wind Duration:1.fi0 WAVE VIEW Ven 15.01.01C.11811A0 Cbwtls Tens.Domp. Chords Tens. Comp Lumber Value get 138 EgeNve Sr12013) A-D 148 -105 D-C 149 -105 Top chord 2x4 SP Q Bot Nord 2x4 SP 42 Mazimam Web Fortes Par Ply(Ib) Webs 2x4 SP p3 Webs Tens.Comp. Lumbervalueset'13B'usescesgnvalues B-D 231 -318 appm,Od 11302013 by ALSC Planting Notes Plates sized for a minimum a4.00 sq.in.1piece. Purlins In lieu Of stmdund ponels or rigid axing use purlins to laterally brace dlOrds es tolldvs: Chord Spscingpnoc) Start(ft) Enct) TC 24 -028 L55 BC 75 -0.43 7.70 -- Apply purlins to any dlONs above or header fare at 24.OC unless shorn aMaWa.above. Wind Wind load.based on MFRS with additional CSC memlwrcesgn. Adm0onal Notes See DWG VAL160101014 for valley details. TM overall height of Mu buss excluding overhang is 2-90. NOTES: 1.lNn drawing is mtsumdentabna for installation. AddiMnalimt tiansaororrywnying Mistmssdr ilg,inclutle BCS11-08. should be used in coniunmon with me a Oh1edumI Mans during iToOhnonstallation. re a flObirms name 2 Bus Business No.]g547-4]45 Sutton Park Court,auite 4Jax�acksonvilIs In, FL 342444904.821 SNIOFbdtle Engineer PEX MOlied G Kozlowski 3emey P AmasonDerekBMurtay AX PE No.60839 PE No,58544 PE No.71457