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63 Robert St single family home permit It CITY OF ATLANTIC BEACH u 800 SEMINOLE ROAD 41 ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 ]OB INFORMATION: lob ID: 17-SFR-3121 Job Type: SINGLE FAMILY RESIDENCE Description: NEW HOME - REPLACED BURNT HOME Estimated Value: $85,000.00 Issue Date: 2/27/2017 Expiration Date: 8/26/2017 PROPERTY ADDRESS: Address: 63 ROBERT ST RE Number: 172229-0020 PROPERTY OWNER: Name: TURNER, CLARA MAE Address: 63 ROBERT ST GENERAL CONTRACTOR INFORMATION: Name: BEACHES HABITAT ,TBA Address: 797 MAYPORT RD Phone: -PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $210.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $420.00 STATE DCA SURCHARGE $6.30 11S^^,TppATEppD((�BppP((RccSUR` C�IHII NNA��R((G77EI((��I� Q$6.I3(0�I((�I PLRRITM RF 04§ nN1.NIM1'E9XQ dNCE`ld fR1L CITY OF ATLANTIC BEACH ORDINANCES AND THE F IVDA BUILDING CODES. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Total Payments: $842.60 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. A City of Atlantic Beach APPLICATION NUMBER AJ` Building Department -- i 800 Seminole Road (To be assigned by tAe Building Department.) n _ ° Atlantic Beach, Florida 32233-5445 ,JAN 27 2017 17-Sf+'R -3121 Phone(904)247-5826 . Fax(804)247-5845 F Jr 1Jp E-mail: building-dept@coab.us Date routed: I ` � ]/17 Cityweb-she: httPYhvww.coab.us ---------- APPLICATION REVIEW AND TRACKING FORM Property Address: G3 RpP'F-p`TS De artment review re uired Yes No 1'� C uildin Applicant: `�iF �{�(.Z FT�`(' anning&Zonm Tree Admims rator - Project: k3Eis7 (— OC) P u lic Work u lic Utilities Public Safety Fire Services Reviewfee $ __- _ . Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date - ---- --- -Florida Dept of-Environmental-Protection- --- ------ ---- ----..---.--- Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS rPLANNING epartmentL Approved. ❑Denied. one.) fed A , /4 NG �iC ZONING Reviewed by: Date: MIN. ❑Approved as revised. ❑Denied. PUBLIC WORKS PUBLIC UTILITIES PUBLIC SAFETYReviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 0914/09 i G v - s I a z 2 / x 3 s on 6 A44-54 b x44 j _ C f Zo kf 114 v 71z City of Atlantic Beach APPLICATION NUMBER Building Department - yd (To be assigned by the Building Depamment) 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 - Fax(904)24 -53,,45 = , I JQ E-mail. building-dept@watims "tip 2 0 1 1 Date rowed: I / Z7/I7 Cityweb-site: http://www.Wab.us APPLICATION REVIEW AND TRACKING FORM Property Address: _G3 Rpm(`'US De artment review re uired Yes No uildin Applicant: l-{Ec HAp, arming&Zornn Tree Admims ra or Project: �G,.� (�C) u lic Wo u is Utilities Public Safety Fire Services Review fee $ 15-b __ _ . Dept Signature 91tiG Other Agency Review or PM— - eview or Receipt Date ermit Verified B —'--- ----Flodda-DeptofEnvimnmentaf _ _Florida Dept.of TransportationSt.Johns River Water Manage - Army Corps of EngineersDivision of Hotels and RestauraDivision of Alcoholic Beverages Other. APPLICATION STATUS rT ing Department First Review: Approved. ❑Denied. ircle one.) Comments: UILDING NG&ZONING . d rj/fA- �- Reviewed by: ��N'"� _ Date: / 1 E ADMIN. SecondReview: ❑Approved as revised. ❑Denied. YVORKS Com ents: B/LIC UTILITI�ES7 PUBLIC SLA�EIY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 CITY OF ATLANTIC BEACH ' PUBLIC UTILITIES 1200 Sandpiper Lane �R Dr ATLANTIC BEACH,FL 32233 (904)270-2535 or(904)247-5874 NEW WATERISEWER TAP REQUEST^ Date: �— 2 7 -/7 Project Address: & 5 -12b beer- s5=7 No. of Units:�_Commercial_Residential t1 Muni-Family New Water Tap(s)&Meter(s) Meter Size(s)_ New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size_New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) ApplicationCITY STAFF USE ONLY ll 7— .5 FTZ- ,3/Z Water System Development Charge $ Sewer System Development Charge $ Water Meter Only $ �,OG is p��,,O. Reclaim Meter Only $ KCB Water Meter Tap $ Sewer Tap $ (notes) Cross Connection $ pp Other $ TOTAL $ c50. D a APPROVED: Kavle Moore.PE (Deputy PW Director or AuihorizedStg°°ture) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED City of Atlantic Beach APPLICATION NUMBER o� Building Department - (ro be assigned by the Building DepartmenlJ 800 Seminole Road ( n Atlantic Beach, Florida 322335445 I7-S{=- -31z1 Phone(904)2475826 Fax(904)247-5845 9 E-mail: building-dept@coab.us Date routed: I ! �7/I7 City web-site: http:1Avww.coa1b.us APPLICATION REVIEW AND TRACKING FORM Property Address: COJ pP�F(`'("S D epartment review required Yes No f Applicant: aot-1FC ja 3�T Zonm ims rator Project: kDE��—p (- oc) ities ety es Review fee $ Dept Snature 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 rPLANINING wing Department First Review: QApproved. Denied. (Circle one.) Comments: / �r BUILDING &ZONING '/Reviewed by:��..�s L � - Date:REE ADMIN. Second Review: ,®'Approved as revised. ODemed. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: —nate: r FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114/09 Ill OFFICE COPY Robert Peterson From: Reeves, Derek <dreeves@coab.us> Sent: Thursday, February 09,2017 9:44 AM To: RPetemon@BeachesHabitat.org Subject: 63 Roberts St Permit Hey Rob, I have one issue with the house at 63 Roberts Street. It is a little bit too far forward on the lot.The eave projection on the front porch goes 3%inches too far into the front yard. It looks like you have 2 options to fix that:1.shorten the eave over the front porch;or 2. move the house back to 20.1 feet from the rear property line.You will just have to make sure the foundation is set properly. Let me know what you want to do and update the plans as necessary. Thanks, �J Derek W. Reeves ` nQ / Planner 0of Atlantic Beach 80 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5841 dreevesla coab.us 1 I FEB 1 0 2017 t CITY OF ATLANTIC BEACH 1 800 Seminole Road J Atlantic Beach,Florida 32233 �) Telephone(904)247-5800 FAX(904)247-5845 r)iil)� REVISION REQUEST SHEET Date: aIlC7II�}- ReceivedResubmitted: PermitNumber: P-- a t3 1 \-� Original Plans Examiner: Pmject Name: Pmject Address:_(#I (Labatt-,S Contractor: Contact Name: Contact Phone : Contact e-mail: Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit: ILftJ Lu(S STL APr12 t(i1PAtQ�n Additional increase in Building Value: S Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.l(print mme) affirm that the above revision is inclusive of the proposed changes. Signature of Contractor IAgent(cnnimar muN sign ifimmwe in vmuvion) Date Once Use Only Time L .,. . _ Approfeg: /\ Reletted:_ ttdlaLg 6y: Plan Review Comments: piagadaWnt review required Yes No <4-Mo—ning 8 Zoning 'n s ra or Plans Examiner Pubic Safety Fire Services Date o..wannn sw.f i City of Atlantic Beach APPLICATION NUMBER o� n Building Department To be assigned by the Building Department.) 800 Seminole Road 17-5�'2 -31Z 1 Atlantic Beach,Florida 32233-5445 Phone(904)247-5626 - Fax(904)247-5845 E-mail: building-dept@mab.us Date routed: I r Z7/17 Cityweb-site: http:/Av .wab.us APPLICATION REVIEW AND TRACKING FORM Property Address: GJ ne e 2.TS Department review re aired Yes No uiIdin Applicant: &�acRc-C -R(', ITAI ng&Zonln i Tree Administrator Project: KD (-�on(LE u Iic Work ,-Frublic Utilities 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 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: roved. ❑Denied. (Circle one.) Comments: Bl)I.BF PLANNING &ZONING Reviewed by: Date:2 U TREE ADMIN. Second Review: ❑Approved as revised. ❑D ed. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114/09 3 f �' CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Road >`• Atlantic Beach,Florida 32233 sr Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET Date: a It D i l'j- Received b Resubmitted: Permit Number: ( - re-- 3 Ica 4__ Original Plans Examiner:_ _ Project Name: Project Address: (p3 R-o bRj t S Contractor: - ',«._ Con Name: Contact Phone : Cc a-mail: Revision/Plan Check/Permit Fee(s) Due: Deacri don of Pro osed Revision to ExistingPer f J Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(rim name) affirm that the above revision is inclusive of the proposed changes. Signature of Contractor I Agenttf m tormua sign ifinenease in valmuon) Date e� office use only nae: 2^l �7 Appm : aejancd: NoiaeA by: Ian Review Comments: 7rkwSs kRaglr �✓r� n � �a i tan rAa c a � D int reviewrequired Yes No ,2111,nning Zoning V as ra or Plans Examiner r —pu bl' 'hies 2-1/7 Public Safety Fire Services Date uswaxns�w.a BUILDING PERMIT APPLICATION OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach,FL 32233 Office(904)247-5826 Fax(904)247-5845 7_S(=R_3 Z l Job Address: 63 Robert St. COAB FL 32233 PermitNumber: Legal Description: 19-1617-2S-29E. 103 Dormers RIP Lot# 14 Ilk. RE#172229-0020 Floor Area of Sq.Ft S .Ft Sq Ft. Valuation of Work$85,000.Proposed Work: 1313 heated/cooled: 1 '23 non-heated/cooled: 190 Class of Work(circle one): New (X) Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/prop��ed structures (circle one): Commercial Residential If an existing structure,is afire sp�order system installed?(Circle one): Yes No N/A Florida Product Approval# For multiple products use product approve arm Describe in detail the type of work to be performed: Build new single story 3/2 residence.to replace burned down home Property Owner Information: Name: Clara Mae Turner Carrascuillo Address: 63 Robert St City:Atlantic Beach State: FL.Zip:3 M Phone:904263-7744 E-Mail or Fax#(Optional) Contractor Information: Company Name:Beaches Habitat Qualifying Agent:Rob Peterson-#CGC1506666 Address: 797 Maynort Rd. City:COAB State:FL. Zip: 32233 Office Phone: #904241-1222 Job Site/Contact Number:#9043341202 Fax#904-241.1310 State Certification/Registration#:CGC1506666 Architect Name&Phone#Julianne N.Overby.RA tFL AR-0017060 FL ID-4621)Phone#,904-7048628 Engineer's Name&Phone# - Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Leader Name and Address Application is hereby made to obtain apermit to do the workand installations as indicated. /certify that no work or installation has commenced prior to the issuance o a permit and that all work will be pe armed to meet the standards ofal(laws regulating ronshuction a this juriedicaon. This permit becomes null and void t work is not rommenced within els(6 months,or Ijronstmetion or work is sus ed or abandoned for aperiod ofskv/6f monahs at any time after work is commenced. I understand that separate permits most be secured for Ela#ricalpW drk,plumbing,Signs, WdG,Pools,Furnaces,Boilers,Xean , Tanksand Air Condi#onem,me 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. J M1ereyy certify that leave read and examined this /kation and know the same to be true and correct Allprovisions ojlaws and ordinances gumming this type of work will be mp(ied with whether spec' ed herein or not IAe granting oja pemut does not presume ro 8tve authority ro violate or cancel the provlsheisojanyoth edem( te,or locallaw regu/oting ronswcNon or she performance ojronvnuction. Signature of er Signature of Conlracto Print Name 1 .._.._.. 1-� .�..................._.... Pant Name �(�..,. - �P.• t.S!t'�...— _..._... ......._. Swom and subscriyyed befo me Sworn tq and subscribed befo4e me thie,�_Day of Aroma.-dtif .2016 this -Nay of /J« = .20I[ Notary Puon u P= EE Muaakr r IMk-tuba FalOa ' Mole P I (lObtr Peak-itFF a Fbrbp eVihed 01.26.10 Capaluba I R NIHt Caaassbn a R MINI W br Coma.[pplm apr t,t0l0 ^•? MY Comm.Esans Apr Z.t0Y0 ^�^ paaAlArauyi Nabna Mausi sn NOTICE OF COMMENCEMENT OFFICE CORY State of Florida -?�" 17- SF-I?- County o! puval Tax FoNo No. TO Whom It May Concern: l The undersigned hereby infomis I the Florida Statutes,the folwi long information is stated in this NOTICE OF COMMENCEMENT. You that Improvements will be made to certain real property,and in accordance with Section 7113'of i Legal Description of property being improved:19.16 77-26-29E.103 Dormers RIP Lot#14131k 3 i Address of property being improved:63 Robert SL Atlantic Beach FL 32233 i General description of improvement:Com late demo of fire dame ed no,, a Includin slab and drivewa I Owner. Turner'Clara Mae Address: 63 Robert St. Owners interest in site of the improvement: 100N Atlantic Beach FL 32233 Fee Simple Titleholder(if other than owner): Name: \Contractor'Habitat for HUManitZ of the Jacksonville Beaches !,`\ Address:797 Ma ort Rd Atlantic Beach FL 32233 hone No.: 904-241-1222 Fax No.: 904-241-4310 Surety(if any): Address: Phone No.: Fax No.: Amount of bond$: Name and address of any person malting a loan for the construction of the improvements: Name: Address: Phone No.: Fax No.: - Name of person within the State of Florida,other than himself,designated by Owner upon whom notices or other documents may be served: Name: I Address: Phone No.: Fez No.: ' In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owners option) Name: Robert Peterson Go 201 Ma ort Consruction Management, LLC Address:2768 State Rd A1A #701 Phone No.:9043341202 Fax No.:904-241-4310 Expiration date of Notice of Commencement(the expiration date is one(1)year tone the date of recording unless a different date is'. specified): Warning to owner: Any payments made by the owner after the expiration of the notice of Commencement are considered Improper, payments under Chapter 713,Part 1,Section 713.13 Florida Statutes,and can result in your paying twice for improvements to yo property. A notice of commencement must be recorded and posted on the job site before the first inspection. If you intend to obi in financing,Consult with your lender or attorney before commencing work or recording your notice of commencement. I THIS SPACE FOR RECORDER'S USE OWNER I Signed*.,_ J Date:(/fR, TLk,r h o1O11�y2 Before me this day of ,in the County of Duval, State of Florida,has personally appearedQAOJ3A Mae-CQr ZW- I Doc#2Ot6208942,OR 6K 17103 Page 942, Notary Public at Large,State of Florida,Courtly df Duval Number Pages:t My commission expires: i�u qp- 101 2.01 Recorded 09/09/2016 at 10:21 AM, Personally Known: ror Ronnie Fussell CLERK CIRCUIT COURT DUVAL Produced Identification: COUNTY RECORDING$10.00 . ..:N;Cay'••. JOYCE M.FREEMAN Notary Public-State of Florida C 111 J ?My Comm.Expires Jun 10,2011 ?P eft Commission#EE 876497 li I II NOTICE OF COMMENCEMENT I� State of Florid County of DU`vaI ------ ---- Tax Fog,No. To Whom It May Concern: I ' The undersigned hereby infoml the Florida Statutes,the followings you that improvements Will be made to certain information is stated in this NOTICE OF CO property end in real props I , Legal Description of property being improved:19-16 COM real accordance with Section 71b 103 Dormers RIP Lot#14 elk.3 �!of I I Address of property being improved:63 Robert StAtlantic Beach FL 32233 General description of improvement:Complete demo of fire damaged hou a includin slab and drivewa Owner: Turner Clara Mae IIS '-- __ Address: 63 Robert St. Owner's interest in site of the improvement: 100% Atlantic Beach FL 32233 Fee Simple Titleholder(if other than owner): Name: I Ii Contractor. Habitat for Humani of the Jacksonville Beaches pr,\Address:797 Ma ort Rd AOanfic Beach FL 32233 I ! \"'hone No.: 904241-1222 ! Surety(i(any): Fax No.:-904-241-431 0 Address: Phone No.: Amount of bond$: Fax No.: Name and address of any person making a loan for the construction of the improvements: Name: I I Address: Phone No.: Fax No.: Name of person within the State of Florida,other than himself,designated by owner upon wham notices or other documents may¢d sawetl: Name: Address: Phone No.: Fax No.: In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as Provided in Section III 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name:Robert Peterson Go 201 Mitort Construction Management,LLC I Address:2768 StateRd A1A 9701 - ! Phone No.:904-3341202 Fax No.:904-241-4310 specified :n date of Notice of Commencement(the expiration data is one(1)year form the date of recording unless a different date Warning to owner: Any payments made by the owner after the expiration of the notice of Commencement are considered impropeir I payments under Chapter 713,Part 1,Section 71>J.13 Florida Statutes,and can result In your paying twice for improvements to yo y� property. A notice of commencement must be recorded and posted on the job site before the first inspection. If you intend to obtain financing,consult with your lender or attorney before commencing work or recording your notice of commencement. I THIS SPACE FOR RECORDER'S USE OWNER { Before ]Q h Date:ll�P. 1,OtO�W Before me this—Fv --.day o�C,,,,�„.,�,,�,In the County of Duval, I State of Florida,has personally appear edCL0.gL(nae-V'i'se Dec#2016206942,OR BK[71,3 Page 942, Notary Public at Large, State of Florida,County of Duval Number Pages:i My commission expires: TrJP)Q- 10, 2171 Recorded 09108Y1D16 at 10:21 AM, Personally KrloWD: i� or Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY Produced identification: RECORDING$10.00 I w`°refs JOYCE M.FREEMAN ay �°' notary PU611C-State of Florida ® -My Comm.Expires Jun 10,2017 Commission a EE 876497 I' c'l� OFFICE COPY I�, 201G Mr. Dan Arlington Building Official City of Atlantic Beach 800 Seminole Rd. Atlantic Beach,FL 32233 Dan, Attached are the following materials in support of Beaches Habitat application for a building permit for: 63 Robert St, COAB,FL 32233 1) One(1) copy of the Building Permit Application 2) Two (2)copies of roof truss plans 3) Two(2)copies of HVAC Energy Sheets 4) Two(2) copies of the Florida Product Approval form 5) One(1) copy of recorded Notice of Commencement 6) One(1) copy of letter to Kayle Moore regarding fire sprinkler& irrigation systems. 7) Five(5)copies of the Construction Management Plan 8) Two(2)copies of architectural plans 9) Two(2)copies of structural engineering plans 10)Five(5) copies of civil engineering plans Please let me know if any additional information is required. Thank you, Sincere Construction Director 904.334.1202 attachments OFFICE COPY 201 -7 Mr. Kayle Moore Public Utilities Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach,FL 32233 Kayle, I have submitted a building permit application for a house at: 63 Robert St. COAB . Beaches Habitat will not be installing a fire sprinkler in this structure. In addition, we will not be installing an irrigation system. Please give me a call Q 904-241-1222,or 334-1202 if you require any additional information. Sinc •e y 3' ,2016 ober[P Construction Director TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Department of Community Development Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 (P)904247-5800 (F)904247-5845 PERMIT# SECTION I-APPLICANT INFORMATION ' Owner(s) r Legal Authorized Agent- NAME OFAPPLICANT NAME OF COMPANY �p o�c.InPS �Ta/vL,-hA kn� ADDRESS OF COMPANY 7 „OR-7 Mht6/I I`+c U� PHONE 21j- Cpl- iCELL qpg -33Vk(ZOZEMAIL Y�evSt� ,� yu.ihes Akl.�r� CONTRACTOR CERTIFICATION NUMBER ATLBCH BUSINESS TAX RECEIPT NUMBER U SECTION 11-SITE INFORMATION STREET ADDRESS OF PROPERTY �3 �t„� - C A ALJ 3i ffmaMd ha$Mbmassignedro Mispoperty,cont McABBa#dirgpepaamentm")247-5aostpsmqueaanad#ess. LEGAL DESCRIPTION t4 -16 � 11_ 25_a,9 Eto3 lnnvvs,-� .�� <Z-� I�� l'FD FT� LOT {P,B. BLOCKSUBDIVISION I-o � Danner REAL ESTATE NUMBER i-tZ2'Lq�D O2a LOT OR PARCEL SIZE: 4-TOa SOFT AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) I affirm that I have reviewed the provisions of Chapter 13, 'Protection of Trees and Native Vegetation"of the Municipal Code of Ordinan for the Oly of Atlantic Beach,FL and/or 1 have participated in a pre-application meeting with the Administrator of those regulatlo "'sequently,I affirm that no regulated trees and no regulated vegetation will be damaged destroyed and/or removed from the- escdbedorod/acentpropertles finconl'T an with thhprofect. i SIGNATURE-OF ONER SIGNATURE OF OWNER Signedandsworn before me on this75"day of „M za)n ,by State of �L !' OeEb.ti _T Counryof Aovn( Identification verified: Oath sworn: Yes r No ��ss NotarySignature ,e,,..... KYLF MIMMY 1 REV TVA-v 1011 My Commission expires: Nolar p ConvnlBNgn ff 111141 NY Comm.E gibe Apt,2020 BallaIMau/11446WI . A. 1 1 Of, CITY OF ATLANTIC BEACH 800 Seminole Road F(;d 13 201) Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET Date: aReceivedbResubmitted: Permit Numbe r�Pf_- 31a Original Plans Examiner: Project Name: Project Address: 1p3 (Lp J54t S — Contractor: Contact Name: Contact Phone: Contact a-mail: Revision/Plan Check/Permit Fee(s)Due: $ Description of- Pro osed Revls'on to Existin Permit: 1 IL( LUGS SiY L /� r)I, tom`+ PL Additional Increase in Building Value: $ Additional S.F. I� Site Plan Revised: Public W/U Approval: By signing below.I(pdm name) affirm that the above revision is inclusive of the proposed changes. Signature of Contractor/Agent(Commcmnnust sign i(incrcne in Mw.) Date oma Use ONy Dam: a -[�- Aplwdy /// R.1.¢ : NaiWby: Plan Review Comments: D nt review required Yes No k2lanning &Zoning lens Examiner Public Safety 2 '> Fire Services Date cmauwu a.aa l�Yl f �/ CITY OF ATLANTIC BEACH . 800 Seminole Road >✓ FEB 13 2017 .9 Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST T �UEST SHEE Date: a I L(7 I i }- Received byp! J,' ' J Resubmitted: PermitNombe r�PQ.- 3 f3 ,� -`— `— Original Plans Examiner: Project Name: Project Address: (a, Cl-o bRf t—S�— Contractor: Contact Name: Contact Phone : Contact e-mail: Revision/Plan Check/Pemtit Fee(s)Due: S Description of Proposed Revis'on to Existing Permit: C -CU\S-C S tL ii U hprAt P SS Additional increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.l(pant name) affirm that the above revision is inclusive of the proposed changes. Signature of Contractor/Agent tcumnum,must sign irimmum in vniusnn) Date ((�� Oaia Use Osdy Dme' 2 rY /Z Approved: k/ ` Rejected: Notified by: Plan Review Comments:D nt review re ulred Yes No nnin 8 Zoning 'ms m or Plans Examiner es ( t 7 Public Safety Fire Services Date c.w,aarn u., Robert Peterson From: Reeves, Derek <dreeves@coab.us> Sent: Thursday, February 09,2017 9:44 AM To: RPetemon@BeachesHabitat.org Subject: 63 Roberts St Permit Hey Rob, I have one issue with the house at 63 Roberts street.It is a little bit too far forward on the lot.The eave projection on the front porch goes 3 Ni inches too far into the front yard. It looks like you have 2 options to fix that:1.shorten the eave over the front porch;or 2.move the house back to 20.1 feet from the rear property line.You will just have to make sure the foundation is set properly. Let me know what you want to do and update the plans as necessary. Thanks, i Derek W. Reeves j �/�'�L' nQ { VkY� Planner City Atlantic Beach 800 Seminole Road Atlantiti c Beach, FL 32233 11 LV, f dree s(&co41 dreevesl�coab usus �� v �D GOCs6}ML FEB 1 0 ppj� t �>.,, CITY OF ATLANTIC BEACH OFFICE COPY s CONSTRUCTION PERMIT WITHIN CITY eminole Raatl RIGHTS OF Z Atlantic aeach Fbrka 32233 WAY AND EASEMENTS PLEASE SUBMI 5945 COMPLETE SETS OF p 5042475900 Date PANS tMTH APPLICATION. Fu 904247-5841 Job Address 3 1 y Y f PERMIT# Permlfee: ;_ �_a'_ m �..� Feh ISSUED"THE CITY Permittee Address, J •••, Z 1 Telephone# Requesting permission �'e �- o..i(`• ° - " / t o t to Construct I Location: (Reference toCrosr s-Street) Q.0•W i" APPticant declares , both aerial and u that u odr to filing this a nderground and the PPhcation he has ascertained the 1 A Letter of Notification accurate I°cations are shown°K'n on the sketches tion of all existing utilities, was mailed to the following UtilitieS/Municipaljtjes: Bell South lle TelephElectricone C Orif, Bell South Telephone Company Ferrell Gas "I( No Comcast Yes( ) No ( ) Date: yes( ) No ( ) Date: - 2. Whenever relocati Yes( No ( ) Date: - Workaltertion or relocatio Por the construction, re ) ( ) Date:_- Works, any or all of saiOf d' or any Portion of Pair ir smprtreetovement, maintenance, safe shall blot . Pipes, cables OF etennined b and efficient operation, ereunder, Poles, wires easement asd required by the Director of pelt removed from r other facilities Y the Director of Public authodzad, ubljc Worms m said street or easement and appurtenan 3. , and at the ement or reset or ces authorized All work shall meet Cit of axPense of the Permittee relocated hereon Pertormed Y Atlantic Beach unless refmbursem as under the supervision or Florid ent is Supedntendent)located at -1 n of 'IL DeParbnent of Trans 6. All ate Is and Portation Standards 5. All c equipment shall be su and be and Property shall be resto act fD mspecbon b #,ntraq°5o act the manner sellsfacto rod to °^ m Y the Di Tele 6• A sketc N to the city, g1oa1 QOndition as 0f al Public Works or his d Y rL°L h of Plans coverin tle lar as precficai, ink designee. Part of this g tails of this installation, e°pi^g with city spegg RI If of is ennit. Calculations showin as well cations 7. This are to be included a^ Incre se as a copy of a recent surve Permittee shall co with this a ifcation. 1n im a ious area ono Y shall be made a more than 60 da m date o actual construgion in K'^ees lot Orin the ci Public Wo Ys from date of permit approval, then good faith with B. It is understood to make sure no chap daYS. If the b ndersfood and gas have oocun-ed in th must review the eginning date is CVs right title and in Breed rights and the a that would a Permit with the Director of that the ri rea times, assume all rest in the lantl to be p vdeges herein seetd ti t f re ffect the pY�tl�tansfrudion. n against an risk of and intlemni anteretl upon and us 8rented onl exem(ses b and all bss ge, and�stofe�' and harmless theeCi Ider,and t xtant of the . dama save he Hostler will, at all g. The Dir Y the holder of the aforesaid dghts andpenses adsin y mannerr oif Atlantic B or of Public Works pdvik;ges 9 in an the eXemiseaoh from and immetliat upon co shall be notified liven attempted OWNER mpletion. ry-four (2q) hours prior to sta rting work and again Signed: Y � I Before me this - ( State OiFbrida,has ^ata: Notary Pubikat La Personally sPPbQmdi�(n a w. County of O RYLE AWRRAY My�mm. r5e,State ofFlorlda,Coun wal, } y' Nabry Ragk.!W4 sl rrark4 �ssion expires: tyof Duval. i F sv. r my COraTnriM I fr 711N1 cstl ide Pe Y Know ps y i Er�gas AF-2.202 0 y Produ n9 a9onrsonal R#b#Rpry A^n. Permit Attachment of OFFICE COPY Pemdt#is__sued fOr--�_ — 20_Atlantic Beach,Fi.32233 Owner's Name: 8m.t.. R.E.#: Property Address: Subdivision: Ds3,"r Lot#/Block4:14-/t ri- zt s --` 7� �ehhE✓ . P44- REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT issued on this by Atlantic Beach, Florida, a municipal cmpontion o Florida, hereinafter referred to as "CITY" issued and existing under the law 20—, hereinafter referred to as"USER". and �'Z.__4as / t t of the State of of Atlantic Besch; Florida, That the CITY WITN SSETH: does hereby grant the USER permission on a revocable basis as described here enter upon the property of the City of Atlantic Beach for the purpose as described w the Ci Beach Ri m the right to ght-of-Way/Easement per numbers noted above(copies attached). City of Atlantic This work is generally described as: •1.1 1 R. 0. 41. Any ct tfacility maintained, repamd, erected, and/or installed in the exercise of the privilege subject m relocation or removal on thirty(30)days notice by CTTY to the USE given by certified granted remains '1 T VVkA k -mail, return receipt requested, to R' said notice[o USER shall be .{ Q0.1 11 the following address: The depositing of said notice of cancellation in the United cancellation and the burden is upon USER to keepthe C States mad shall constitute the notice of ITY informed of USER's proper address. The USER shall promptly make any andall necessary repairs to any facility mected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility m good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other fianchised utility to enter upon�above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all y displaced during adding to of the utilities and facilities of the CITY or action of maintaining, repairing operating replacing,or fianchise 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 ]9-7(tr)which states"Driveways that cross sidewalks: City sidewalks may with other materials, but must be replaced with smooth concrete left aatuml existing and adjoinung riot be replaced J mmg sidewalks." m color so that it matches the Page) oft The USER, Prior to m approval from the Ci CD8 any changes fri�Bom the approved discretion y �'of Ar quested m submit a burl Department,or Said/changuo ThMUB obtain written after the da the CITY, be yofcompletion. drawings ShowingER shall at ssis Permit shag insure to the benefit of, the change within the assigns. and be binding �3'(30)days 8°Pon; the USER and their respective successors and and/or USER shall meet the terms and speci atiom, 10 S Permit and be Saved ha end other pubrl Include land USER conditions of�mo menu Land usemlimitations/e State and CITY wa ttes locate0 Of ess by _ laws ,j{liabilities are hereby assumed y the Of the work herein undm thattheeer th hep of officers and employees o public c I� rrs9TED and SIGNED 0"s Permit and that all of said this day of J By:I• 20_1 Own (m be signed in Bence of the No C:"" tart) CL KYLE MWMp COUNTY TE OFD VAL Nawnm'M0eha 41a4l On this Tn'AL �Ca ,a�,, Mr Cotaao.Eaq,u ewiezozr and o-V day of �saaMM�twwNarr a=:a said �arL 20jL personally County a,d State, appeared before me, a No and who AO �'"--�j'—� uuY Public in and voluntarilyetaodfor fthe gong d pul,em;who Beck lWged Florida °Wn o me a to be thep s owner of uses purposes therein me that he or �e Same ed y mentioned. she executed the same finely Notary Public in for said County and State CITYi�co TLANTIC BEACH, FLORIDA, a rpomnon: Approved: he wla ks�r lbnat ..T.ir.M;' 1t sD . CityM Permits where city sidewalk is impacted, . PP Val repaired: Nelson Van Liete,CiM ty ,,ager Page 2 of 2 OFFICE COPY !iTuraer Wa0 w:190 EaEw mgww,l x, Wu iu,F...32MS Excor 'f ' 'fID19f3r5Hbo•h.8Ha6Ylau_1w�Fu.W.g5.580b•rrow.rvnnrn..a.sx QCoaEroi ig.�nae�e,,vnxcan ieiiaaa Nuu•ww.Fo 61"24 Matt Mugging Tro9 i..—,fu:atl-1f1.8925 fwh.lua.fy.->72iY2i0)a Tuw,iu.-"M 1311 1 14-i6 f�--LS-29e• /03 0 1�� 1)-LBA-SA1SG'lergliliride(Wu T •� ALL RAL CHANGES Product Uved " —brFr) ARE 70 BE REPORTED FOR RETREATMENT R}7!lium 011,]Nnatr 7rt011,] C]la)'titam ngN Chemical wed(acdw ingredient) Percent Concentration AIMS ' 'llheya(nnrJ ona erne @1J a1tlLS1 " f" sJhm Stage of treazmenr(Horinar ral,Vertical,Adjoining Slab,-carat ofdi to-bed area) BORA-(._ARE'&nnii dd.....I:.... .nT alaallb P I' d rd' in regiamtcd I h(Q{nftiuna ax xazed'n th m '1•R d ('ud q V_J�g; IR161 N (INFORMATION TO BE PROVIDED TO LOCAL BUILDING CODE OFFICES PRIOR TO CONCRETE FOUNDATION INSTALLATION) TREE & VEGETATION AFFIDAVIT OFFICE COPY City of Atlantic Beach _ > Department of Community Development Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 (P)904247-5800 (F)904247-5845 PERMIT# SECTION I-APPLICANT INFORMATION ii 11 I� Omer(s) F- Legal Authorized Agent- NAME OF APPLICANT G O'cAeS NAME OF COMPANY -p4p KC W-'5 «0.Iv,-rAk ADDRESS OF COMPANY -79-7 Yah .Oo�- V PA- PHONEgDV'2`f l- i22iCELL fl ps( —33y,-[ZULEMAIL rs c>"m yu-che-S l,al�fz CONTRACTOR CERTIFICATION NUMBER _ft C<1C ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY L-; , C-, A9 2 Zia #anaddreu Wsrutb as* wthh rowty,canractrheABBUINNgpeparm),entm!!bq)Il-58Mrortquestan aENeu. LEGAL DESCRIPTION lS -I (, ^ l"!_ 2S-2,j E. 1631\r,��i,,,[Z�l� <Z.� �� I'�D fT� LOT ' . BLOCK SUBDIVISION REAL ESTATE NUMBER I-TZ2ypl^0 oto LOTOR PARCEL SIZE: 4-50 o' SQFT AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) I affirm that I have reviewed the provisions of Chapter 13, 'Protection of Trees and Native Vegetation'of the Municipal Code of Ordinan for the City of Atlantic Beach,FL and/or 1 have participated in a pre-app&ation meeting with the Administrator of those regulatio ubsequendy,I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from thea es cribedoradjacentpropertiesinconjunction with thisproject. t SIGNATURE—OF OWNER SIGNATURE OF OWNER Signed and sworn before me on this75�day of2.11 ,by State of r9'a' 1" — County of A.1 Identification verified: Oath swom: R-yes F- No NotarySignature FEV-TVA-v1011 My Commission expires: KYLE YAMIMY t NgMY PKYE.AsrNLbu. fff ta'mmNtla�ff HlNl MY C—.EWk"AM 2.Mo apa MNIpINNs4ry Nsn. Map Output Page 1 of I OFFICE COPY _ JAXGIS Property Information I-T http://gismaps.coj.net/WEBSITE/DuvalMapsSQL/toolbu.asp 2/1/2017 e$ _1 6 lY 1 (m� 6 'L m o 4a .Q h u u a Z � U a .+ o a 3 a _ u R FQ 0. �• « d v o d JN � m O W CL o v C o 07 uiFN oN o a " vai NWN $ uv a v mdU w a w LL a { , a n , ® • x , { %) { { 0 � AkE# ! ! ) ■ � \ / • � ± & ! ) ( ; ` [ i0 � / ' ( ` [ ( ! ■ � ' % [ ƒ \ �f / / k § 2ow m j Ro \ ( \ f \ \ kG \ } § � , _8 ' \ @l , - 2 \ § { o k � n a o � � P p - - - - - - . � � * - - ,o PO ee � , - ° ; 2 ; 2Kgwn � § &J \ § waE � § § m ( ƒ � � � ` § ■ r ¢ , � a r » ; � E � „ | � � _ � § ƒ § E • ; , * § m & & � [ � ! £ ■ | - ° ( � E ! ■ ° ` § E ` ; @ ` � $ ( ! \ m ƒ � • 7 ` , 8 � � ; � ` k % � § k ■ k � § . 2 7 \ \ e @@ § ( § ( ) 2 ; o � & k00 k ! % r ■ E / � � ` * ! q { ) q n § 2 § � r7 w a p {y o w oa Rm w m a o O a0 Q C m a 3 w, ac r wA coa � "• � sw e E °< m ca Coil y o- o w S ' » Y Oz O w N n N�N F O o y C o y a � c O C G C a \A4 ao � y W OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: BHAB-1123 MODEL Builder Name: BEACHES HABITAT Street: 63 ROBERT STREET Permit Offioe: DUVALCOUNTY City,State,Zip: ATLANTIC BEACH,FL.32233 Permit Number: Owner'. Jurisdiction: 261300 Design Location FL,Jackeanville County:: DUVAL(Florde Climate Zone 2) 1. New mnstiuction or existing New(From Plans) 9. Wall Types(1154.0 soft.) Insulation Area 2. Single family or multiple familySingle-family a.Frame-Wood,Exterior R=19.0 1154.00ft b.N/A R= %a 3. Number of units,if multiple family 1 c.WA R= fl' 4. Number of Bedrooms 3 d.N/A R= fl' 5. Is this a worst case? No 10.Calling Types (1123.0 sgfl.) Insulation Area a.Roof Deck(Unwsmed) R=0.0 1123.00 ft' 6. Conditioned floor area above grade(fl') 1123 b.N/A R= M Conditioned Incur arae below grade(ft') 0 c.WA R= fl' 11.Ducts R ]. Wintlowe(150.] sq%.) Dexripiion Area a.Sup:lst Floor,RaC tat Floor,AM:lel Floor fi 16565 a. U-Factor. Dbl,U=0.33 150.67 IF SHGC: SHGC=0.22 b. U-Factor N/A q> 12.Cooling systems kBWMr Efficiency SHGC: a.Control Unit 24.0 SEER 15.50 c. U-Factor: N/A ft' SHGC: 13.Heeling systems katu/hr Efficiency d. U-Factor N/A ft' a.Electric Heat Pump 24.0 HSPF:S.50 SHGC: Area Weighted Average Overhang Depth: 3.743 ft. Area Weighted Average SHGC: 0.220 14.Hot water systems 8. Floor Types (1123.0 sgfl.) Insulation Area e.Electric Cep:40:01.940 EF:0.940 e.Slab-On-Grade Edge Ineulafion R=0.0 1123.00%' b. Conservation features b.N/A R= W None c. N/A R= ft' 15.Credits pawl Glass/Floor Area: 0.134 Total Proposed Modified Loads: 30.56 PASS Total Baseline Loads: 35.31 I hereby certify that the plans and specifications covered by Review of the plans and QTHE STgr this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance y -- :s, with me Florida Energy Code. ]. ..... J FERNANDEZ ESIGN .'.a., PREPARED BY: ( � Before construction is completed � DATE: 112016 this building will be inspected for compliance with Section 553.908 I hereby certify that this building,as designed,is in compliance Florida Statutes. with the Florida Energy Cod . CGp WE'� a OWNER/AGENT: - BUILDING OFFICIAL: DATE: 2-4 DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies ale 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 envelops leakage lest report in accordance with R402.4.1.2. 11/30120163:06 PM EnergyGaugee,USA-FlaRes2014 Section R405.4.1 Compliant Software Pape l of FORM R405-2014 PROJECT Title: SHABA 123 MODEL Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1123 Lot# Owner: Total Stories: 1 Block/SubDiNsion: #of Units: 1 Worst Casa: No PlatBook: Builder Name: BEACHES HABITAT Rotate Angle: 0 Street: 63 ROBERT STREET Permit Office: DUVAL COUNTY Cross Ventilation: No County: DUVAL Jurisdiction: 261300 Whole House Fan: No City,State.Zip: ATLANTIC BEACH, Family Type: Single-family FL, 32233 New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Tamp Heating Design Dally Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,JaclunwAlle FL JACKSONVILLE INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Ana Volume 1 Blocks 1123 8984 SPACES Number Name Ana Volume Kitchen Occupants Bedrooms Intl ID Finished Cooled Heated 1 let Floor 1123 89M Yes 3 3 1 Yes Yea Yee FLOORS If Floor Type Space PerimeW R-Value Area Tile Wood Carpel 1 Slab-On-Grade Edge lnsulatio Isl Floor 1498 0 1123ft _ 0.2 0 0.8 ROOF Roof Gable Roof Solar SA EmIK Emil Deck Pitch V If Type Materials Area Ana Color Absor Tested Tested Insul. (deg) 1 Gable or shed Composi0on shingles 1184 ft' 186%' Medium 0.75 No 09 No 0 ISA ATTIC V # Type Ventilation Vent Ratio(1 In) Arae RBS IRCC 1 Ful ettic Umented 0 1123 ft' N N CEILING # Ceiling Type Space R-Value Ins Type Area Fmmin9Fnc Trues Type 1 Under Anic(Unwnted) let Fluor 30 Ben 1123 R' 0 Wood 11/30/2016 306 PM EneigyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 DOORS k Omt Door Type Space Storms U-Value Width Haight Area Ft In Ft In 1 S herbal 19 Floor None .46 3 6 8 20 ft' WINDOWS Orientation shown is the entered,Pinapoeted orientation. / Well Overhang V k Omt ID Frame Panes NFRC U-Fedor SHGC Area Depth Separation Int Shade Screening 1 W 1 Vinyl Double(Clear) Yee 0.33 0.22 31.0 W 1 ft 0 in 1 It 0 in Drapeslpinds None 2 N 2 Ymyl Double(Clear) Yea 0.33 0.22 31.0 W 1 ft 0 in 1 ft 0 in Drapes blinds None 3 E 3 Vinyl Double(Clear) Yes 0.33 0.22 6.0 W 1 It 0 in 1 It 0 in DrepevDlinds None 4 E 3 Vinyl Double(Clear) Ven 0.33 0.22 31.0 W 1 R 0 in 1 It 0 in D apesrolinds None 5 S 4 Vinyl Double(Clear) Yes 0.33 0.22 25.8ft 8It0 in 2110n Dapsetalinds None 6 S 6 Vinyl Double(Clear) Yes 0.33 0.22 25.8 R2 9 A 0 in 2110n Demselblinds None INFILTRATION k Scope Method SLA CFM 50 EIA Eql A ACH ACH 50 1 Whdehouse Proposed ACH(50) .000152 449.2 24.66 46.38 .1174 3 HEATING SYSTEM N System Type Subtype Efficiency Capacity BkKk Duda 1 Electric Heat Pump None HSPF:8.5 24 kithMhr 1 trial COOLING SYSTEM k System Type Subtype Efficiency Capacity Air Flow SHR Block Duda 1 Central Unit Split SEER:15.5 24 kBtomr 720 dm 0,75 1 syekl HOT WATER SYSTEM is System Type SubType Location EF Cap Use Sal Conservation 1 Electric None 1st Floor 0.94 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert k Company Name System Model k Collector Model# Area Volume FEF None None ft2 DUCTS --Supply-- --Realm— Air CFM 25 CFM25 HVAC# V If Location R-Value Area Location A. Leakage Type Handier TOT OUT ON RLF Heed Cod 1 let Floor 6 165 fe tel Floor 196W Default Leakage in Floor (Default) Default) 1 1 11n012016 3:06 PM EnergyGauge®USA-RaRes2014 Section R405 4.1 Compliant Software Pegs 3 of 4 FORM R405-2014 TEMPERATURES Progmmabl[e%%JJThermoslaf�tXX:iiV �0(G1 DD(0� Gelling Fane:DD((�� DD(07 �[pX� 1LLX� '�ll00 DmmDO0 DmmD00 CHe�alin9 lAJ Jan 1X1 Feb 1X7 Mar PAP, NX MM Me�y 11(1 Jun lJq Jul 1%1 Aug Inl S p 1X1 DC PO NOV 1X1 Doc Venlig ll�All Jan 1PX9I Feb IIXxll Mar 11%X11 1X1 11%X11 Jun IhX77 Jul [[�X1J Aug IX Sep �`�X11 l�xll �l�Xll Thermostat ScheEuie: FloririaGode2014 Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Cading(WEH) AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Heading(M) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 Heating(WEH) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 11MI 2016 3:06 PM EregyGauge®USA-FlaRes2014 Section R405.4.1 CompYeM SOUam Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 87 The lower the EnergyPerformance Index,the more efficient the home. 63 ROBERT STREET,ATLANTIC BEACH, FL, 32233 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 1154.00W to N/A R= fl' 3. Number of uniLa,if multiple family 1 c.WA R= ft' 4. Number of Bedrooms 3 d.WA R= W 5. Is this a worst case'/ No 10,Ceiling Types Insuletbn Area a.Roof Deck(Unveiled) R=0.0 1123.00 W 6. Conditionetl floor area(ft') 1123 b.N/A R= ft' 7. Windows" Description Area c.WA R= ft' a. U-Factor. Dd,U=0.33 150,67 W 11.Duch R a.Sup:lel Floor,Rot lel Floor,AH:1 a Floor 6 t65fi5 SHGC: SHGC=022 b. U-Factor N/A ft' SHGC: 12.Coding systems kStu/Tr Efficiency c. U-Factor: WA ft' a.Central Unit 24.0 SEERA5.50 SHGC: d. U-Factor. N/A ft' 13.Hearing systems kStu/hr Eftblency SHGC: a.Eleddc Heat Pump 246 HSPF:8.50 Area Weighted Average Overhang Depth: 3.743 ft. Area Weighted Average SHGC0.220 8. Floor Types Insulation Area 14.Hot water systems Cep:a a.Electric s gallons a.Slab-On-Grade Edge Insulation R�.O 1123.00 ft' EF:0.94 b.N/A R= ft' b. Conservation features o.N/A R= ft' None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building OFStlE ST.t2F Construction through the above energy saving features which will be installed(or exceeded) „ D in this home before final inspection. Otherwise,a new EPL Display Card will be completed „ - rg b based on installed Code compliant features. Builder Signature: �j�9�l/5�+.� _ Date: 7 rY �y -eY a Address of New Home: (,3 P City/FL Zip: c- ig �- •�. _ OOD WE'1g'�t 732-2-33 'Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation,contact the Florida Building Commission's support staff. "Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation,if not DEFAULT. 11(30/2016 3:06 PM EnergyGaug"USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS-. 63 ROBERT STREET Permit Number: ATLANTIC BEACH, FL,32233 MANDATORY REQUIREMENTS See individual Code sections for full details. 401.3 Energy Performance Leval(EPL)display card(Mandatory). The bullding official shall require that an energy performance level(EPL) display carat be completed and certified by the builder to be accurate and coned before final approval of the building for occupancy.Fiords law ISection 553.9085,Florida Statues]requires the EPL display card to be induced as an addendum to each sales contract far both pre old and nonprekild residential buildings.The EPL display cad contains IMormation indicating Me energy performance level and efficiencies of components installed in a dwelling ung.The building official shall wr'dy,that the EPL display rad completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of Ne EPL display cad can be found in Appendix C. m 8402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402A through R402.4A, O M2.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402A.1.2.The sealing methods between dissimilar materials shall allow far differential expansion and comeden. 8402.4.1.1 Installation. The components of the Wilding thermal envelope as listed in Table R402.4.1.1 shell W Installed in accordance with the manufacturers instructions and the allows listed In Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. 8402.4.1.2 Tasting. The building or dwelling unit shall be tested and venhed as having an air leakage rata of not exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air changes par hour in Climate Zonas 3 through 8.Testing shell W conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Wbere required by Ne code official,testing shall be conducted by an approved third party.A written report of Bre results of the lest shall be signed by the Party conducting the lest and provided to the code ogidal.Testing shall be Performed at any fims after creation of all penetrations of the W iking thermal envelope. During testing: 1.Exterior windows and doom,fireplace and stove doors shall be dosed,but not sealeQ beyond the intended weatfieMdpping or other infihration control measures; 2.Dampers including exhaust.Intake,makeup air,backdrafl and flue dampers shell W dosed,bud not sealed beyond intended infiltration control measures; 3.Interior doors,p installed at the time of the lest,shall be open; 4.Exterior doom for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heeding and cooling systems,if installed at Me time of the test shall be erred of;and 6.Supply and return registers,if installed at Me Oma of the test,shell be fully open. O R402.4.2 Fireplaces.New wood-burning fireplaces shall have light-felting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakageWindows,skylights and sliding glass doors shall have an air Infiltration rale of no more Man 0.3 dm Per square foot(1.5 Ushn2),and swinging doors no mom Man 0.5 don per square food(2 6 Us/m2),when tested according to NFRC 400 or AAMAIWDMA/CSA 1 DIII.S.Z/ 0 b an accredited,independent lBWratory and listed and labeled by Me manufacturer. Exception: Site-buirt windows,skylights and doom. O R402.4.4 Recessed lighting. Recessed luminaires Installed in Me building Memnal envelope shall be sealed to limit air leakage between comMoned and unconditioned spaces.All recessed luminaires shall he IC-hated and labeled as having an air leakage rate not more Man 2.0 dm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 pat(75 Pa)pressure differential,All recessed luminaires shall he sealed with a gasket or caulk between Me housing and the banks,will or wiling covering. KJ R403.1.1 Thermostat provision(Mandatory).At Wast one thermostat shall he provided!for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory).Heal pumps having supplementary eledwc-resistance beat shall have controls that,except during defrost,prevent supplemental heat operation when the heal pump compressor can meet Me heeling load. ® R403.2.2 Sealing(Mandatorypil duds,air handlers,and tiger home and building cavities Mat form the primary air containment Passageways for air distribution systems shell the considered duds and plenum chambers,shell W constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this wtle and shall be shown to meet duct tightness omens by post-wnsW won or rough-in testing betow. Duct tightness shall be verified by leading to Section 803 of Me RESNET Standards by either an energy rater wdified In accordance with Section 553.99,Florida Statute,or as authonoad by FWnda Statutes,to be'substantially leak free by either of the following'. 1. Post-construction test:Total leakage shall be lose than or equal to 4 dm(113 Umin)Par 100 square feet(9 29 m2)of conditioned floor area when tested at a pressure differential of 0.1 Inches w.g.(25 Pe)across the entire system,including Me manufacturers air handler enclosure.All register boots shall he taped or otherviw sealed during the test. 2. Rough-in test:Total leakage shall be less Man or equal to 4 dm(113 Umin)Par IW square feet(9.29 m2)of conditioned fiver area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturers air handier enclosure.All registers shall ho taped or otherwise sealant during Me test.If Me air hander is not installed at the time of the lest,total leakage shall W less than or equal to 3 cf n (85 Umin)per 100 square Wet(9.29 m2)of condittoned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers bowled entirely within Me building envelope. 2. Dud testing is not mandatory for buildings complying by Section R405 of the code. 11(3020163:07 PM EnergyGauga®USA-FlaRes2014 -Section R405.4.1 Com Page f of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) IM R403.2.3 Building Cavities Mandatory).Building harping cavities shall not be used as ducts or plenums. IN R403.3 Mechanical system piping Insulation(Mandatory). Mechanical system piping capable of carrying fluids above 10-F(41°C) or below 55-F(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection a piping Insulation. EI 11403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. ® R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat trate and having vertical pipe risers shall have heat taps installed on both the inlets and outlets.External beat traps shall consist of either a canmercially available heal trap or a downward and upward bend of at least 3'h inches(89 mm)in the hot water distribution line and cold water line bcaled as Gose as possible to the storage tank. !<l R403A.4 Water herder efficiencies(Mandatory). O R403.4.4.1 Storage water heater temperature conhols R403.4A.1.1 Automatic controls. Service water heating systems shall be equipped wish automatic temperature controls capable of adjustment from Me lowest to Me highest acceptable temperature seNrgs for the intended use.The minimum temperature sensing range shall be from 1OWE to 140-F(38•C to 60°C). R403A.4.1.2 Shut do". A separate switch or a dearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valva shall he provided to permit the energy supplied to the main buma(s) of combustion types of service water heaWg systems to be turned off. O R403.4.4.2 Water heating equipment. Water healing equipment installed!in residential units shall meet Me minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Cade,Energy Conservation,Commercial Provisions,for the type of equipment Installed. Equipment used to provide hearing functions as part of a combination system shall satisfy all stated mquimmente for the appropriate water healing category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403A.4.2.1 Solar water healing systems.Solar systems for domestic hot water production are rated by the annual solar energy factor of Me system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall bar tested In accordance with ISO Standard 9806,Test Methods for Soler Co lectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meal the following criteria: 1. Be installed with a tib angle between 10 degrees and 40 tlegrees of Me honzontel:and 2. Be installed at an orientation within 45 degrees d Vue south. ® R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that means the requirements of the Fiords Building Code.Residential or Flonda Building Code,Mechanical,as applicable,or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that dose when the ventilation system is not opeating. Kj R403.6 Heating and cooling equipment(Mandatory). The hollowing sections are mandatory for cooling and heading equipment. O 11403.6.1 Equipment thing. heating and cooling equipment shall be sized in accordance with ACCA Manual S based on Me equipment loads calculated in accordance with ACCA Manual J or other approved hearing and cooling calculation methodologies, based on building loads for Me directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with Me sensible and total coding capad0es at the design conditions described in Section R302.1.This code does not allow designer safety faders,provisions for future expansion a other tedora which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and hammom exhaust systems. • 11403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is no less Man the calculated total load,but not more than 1.15 times greater than the total bad calculated!according to Me procedure selected in Section 403.8,or Me closest available size provided by the manufacturers product lines.The corresponding latent capacity of Me equipment shall not be less Man the calculated latent load 1 V3012016 3'.0]PM EnegyGsuge®USA-FlaRes2014 -Section R405.4.1 Con Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O 11403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall M used to select cooling-only equipment.This selection shall be used b select cooling-only equipment.This selection shall be based on Me outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),Me blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for Me indoor dry bulb and relative humidity used for Me load calculation and shall he adjusted for return safe gains N the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attachad single-and mu01-family residential equipment sizing may be selected so that its cooling capacdy is less Man the calculated total sensible load but not less than 80 percent of that bad. 2. When signed and sealed by a Fbdda+egistered engineer,in attached single-and muftVamily units,the capacity of "umoment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity 8403.8.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater Man Me design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according 0 the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric bumers shall not be less Man Me design load calculated!in accordance with Section R403.6.1 O R403.8.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or healing equipment capacity on an intormMenl basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within Mat apace by one or more of the following options'. 1. A separate cooling or heafing system is utilized to provide cooling or heating to Me major enterlainmsnt areas. 2. A variable capacity system sized for optimum performance during base batt periods is utilized. p R403.7 Systems serving multiple dwelling unite(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. 13 8403.8 Snow,melt system controls(Mandatory). Snow and ice-matting systema,supplied through energy service to the building,shall include automatic controls capable of shutting off Me system when the pavement temperature Is above 55°F,and no precipttaMn Is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 4WF. O R403.9 Swimming pools,Inground spas ant portable spas(Mandatory). The energy requirements for resiaental pods and ingrouhe spas shall be as specified In Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The anergy requirements for portable spas shall W in accordance with ANSI/APSP-14. O 8403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch Mat is mounted outside the heater to allow shuMng off the heater without adjusting the thermostat selling. R403.9.1.1 Gas and all-fired pool and spa healon. All gas-and oil-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool Maters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating CiondNOns-Low Air Temperature.A test report from an independent laboratory is requiretl to verify procedure compliance.Geothermal swimming pod heal pumps are not required to meet this standard, O R403.9.2 Time switches. Time switches or other control method that can automaboally tum off and on heaters anq pumps according to a prase[schedule shall be installed on all heaters and pumps.Heaters,pumps and moors Mat have Wilt in timers shall be deemed In compliance with this equipment. Exceptions: • 1. Where public heats standards require 24-1hour pump operations. 2. Where pumps are required to operate solar-and waste-heal-recovery Pool heating systems. 3. Where pumps are powered exdnslVely from Dn-site renewable generation. O R403.9.3 Coven. Heated swimming Pools and ingmund parmanan0y Installed spas shall be equipped win a vapor-retardant cover on or at the water surface or a liquid cover or Omer means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for McNrg from site-recovered energy,such as a heat pump or solar energy source computed over an operetir,;season. O RRANA Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed fighting fixtures shall he high-efficacy lamps or a minimum of 75 percent of Permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to uilse highefficecy lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously owning pilot lights 13 R405.2 Performance ONLY. All duds not entirely inside Me building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of Me exposed died and boom type or concrete deck roofs do not have suffxxnt spaco,R-/0 is allowed. 111302016 3:07 PM Ener yGauge USA-FlaRes2014 -Section 8405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: BMB-1123 MODEL Builder Name: BEACHES HABITAT Street 63 ROBERT STREET Permit Office: DWALCOUNTY City,State,Zip: ATLANTIC BEACH,FL,32233 Permit Number: Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous bonier. Breaks or joints in the air beater shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comms and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air banner. Knee walls shall be sealed. Windows,skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim 'plats Rim joists are insulated and include an air barrier. Floors (including alowe-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air banner shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace wells. Exposed earth in unvented crawl spaces shall be Covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts,utility penetrations,and flue shaft openings to extedor or unconditioned space shall be sealed. Narrow cavities Betts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated,and sealed to the drywall. Plumbing and wiring Batt insulation shall be out neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. ElectricaUphone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-Poor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have LI 9asketed doors 11KI012016 3:07 PM EnergyGaugels USA-FleRes2014 Section R405.4.1 Compliant Software Page t of 1 Manual S Compliance Report Job: 4BEDROOM MODEL WI'19hYSOfY Date: 0112017 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING IWHILCENRD30e PONTEVEDRE.FL3NS1ftm W &B SSXI Emall'.FAECENGINEER.COMI b:W ..NOR FLOMI R.COM Project Information For: HABITAT-1123MODEL, BEACHES HABITAT 63 ROBERT STREET,ATLANTIC BEACH, FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 92.0°F Sensible gain: 18739 Stun Entering coil DB: 76.6°F Outdoor design WB: 78.0°F Latent gain: 2385 Stun Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 21124 Bruin Indoor RE: 50% Estimated airflow: 800 crm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Cartier Model: 25HBC524A"030+FB4CNP025 Actual airflow: 800 cfm Sensible capacity: 20300 Btuh 102%ofload Latent capacity: 3700 Bluth 109%of load Total capacity: 24000 Btuh 11517/ofload SHR: 7717/ Heating Equipment Design Conditions Outdoor design DS: 39.0°F Heat loss: 18416 Btuh Entering coil DB: 69.4°F Indoor design DS: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Carrier Model: 25HBC524A`030+FB4CNP025 Actual airflow: 800 cfm Output capacity: 24000 Btuh 126%ofload Capacity balance: 32 °F Supplemental heat required: 0 Btuh Economic balance: -99 "F Backup equipment type: Elec strip Manufacturer: CARRIER Model: CE0501 Actual airflow: 800 cfm Output capacity: 5.2 kW 96%of load Temp. rise: 20 °F The above equipment was selected in accordance with ACCA Manual S. 20174�170031 IS wri-r YY''atNOW RiBM1I-SuilaA Onirsrae1301513.0.1]RSO1355a Pa•e1 nttsljose\Doammts\WnBM1N�HVAC\TEST MS.mp CWc=MA BtAdN Fmnl lama: W +� wrightsoft Project Summary Job: HABITAT-1123MODEL Date: 1112016 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HItDEN RD 300.PONTE VECRe FL 320181 Poona:80,18238696 Email:FAE®ENGINEER.COM Web:W NORTHFI-MID&IROOM Project Information For: HABITAT-1123MODEL,BEACHES HABITAT 63 ROBERT STREET,ATLANTIC BEACH,FL 32233 Notes: Design Information Jacksonville Maypon Naval,FL, US Winter Design Conditions Summer Design Conditions Outside db 39 `F Outside db 92 °F Inside db 70 "F Inside db 75 °F Design m 31 "F Design TD 17 "F Daily range L Relative humidity 50 Moisture difference 58 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 17041 Btuh Structure 17391 Btuh Ducts 1991 Btuh Ducts 1348 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19032 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infi@ration Equipment sensible load 18739 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1532 Stun Ducts 853 Btuh Hearing Cooling Central vent(0 cfm) 0 Btuh Area(ft') 1123 1123 Equipment latent load 2385 Bluth Volume(ft') 10107 10107 Air changes/hour 0.57 0.23 Equipment total load 21124 Btuh Equiv.AVF(cfm) 96 39 Req.total capacity at 0.78 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Cartier Make Carrier Trade CARRIER Trade CARRIER Model 25HBC524A"30 Cond 25HBC524A••30 AHRI ref 8235657 Coil FB4CNP025L AHRI ref 8235657 Efficiency 8.5 HSPF Efficiency 12.5 EER,15.5 SEER Heating Input Sensible cooling 18720 Btuh Heating output 24000 BWh@47-F Latent cooling 5280 Btuh Temperature rise 27 °F Total cooling 24000 Stun Actual air fiow 800 cfm Actual air flow 800 cfm Air flow factor 0.042 cImBtuh Air flow factor 0.043 chni Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.89 .i Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightaoft RgMSUNW U Nveraa12015MAI 7 RSU1355,1 2016-14m300802:13 Phot ..WrgINmN HVACWABITAT83 ROBERT STREET-Wmp Cel-Will aJNng Finrets a : W 9 Load Short Form Job: HABMAT-1123MODEL wri htsoft Data: 11/2016 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HIDEN RD",P TE VEME FL 92051 Plows:50/4238896 E al FRE®ENGINEER COM Web:WWW.NORTHFLORIDMIR.MM Project Information For: HABITAT-1123MODEL,BEACHES HABITAT 63 ROBERT STREET,ATLANTIC BEACH,FL 32233 Design Htg Clg Infiltration Outsidedb(°F) 39 92 Method Simplified Ins ide db(7) 70 75 Construction quality Average Design TD(°F) 31 17 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 40 50 Moisture difference(gr/Ib) 16 58 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade CARRIER Trade CARRIER Model 25HBC524Aa'30 Cond 25HBC524A•a30 AHRI ref 8235657 Coil FB4CNP025L AHRI ref 8235657 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15.5 SEER Heating input Sensible cooling 18720 Btuh Heating output 24000 Bluh@47-F Latent cooling 5280 Btuh Temperature rise 27 'F Total cooling 24000 Btuh Actual air flaw 800 cfm Actual air flow 800 cfrn Air flow factor 0.050 dm/Btuh Air flow factor 0.068 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load CIg load Hill AVF Clg AVF (fr) (Btuh) (Btuh) (cfm) (cm) BATH2 71 809 419 40 28 OWNERS 190 3346 2134 166 144 BED2 164 2349 1473 117 100 LIVING 209 2221 3456 110 234 MWIC 32 528 109 26 7 OBATH 60 123 169 6 11 BEDS 157 2281 1418 113 96 KITCHEN 128 2245 1346 111 91 DINING 112 2226 1307 110 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WFI(PubSOft' RpM8ufte00maraa1201515.0.17RSW1 2016) 007:59:29 Pope 1 /KCA 1s1n9n.Isafi XV2C1XN&TNTE3 ROBERT STREET.nq CeIc�MJft Bu1EYp Fgnrhws: W Entire House 1123 18127 11830 800 800 Other equip loads 0 0 Equip.@ 1.00 RSM 11830 Latent cooling 2385 TOTALS 1123 16127 14215 800 800 Calculations approved by ACCA to mm meet all requirements of Manual J 8th Ed. Wdght"R' R®MSull"U Mverea1301615.0.17 R5U1355f M16Nov.90%:58:38 .,d\WXy11edI HVR BTATE3 ROBERT STMETn C 1c=MA BuW.W Fm jM1 ,: W Ppa3 wrightsoft Building Analysis Job: HABITAT-112318ODEL Date: 1112016 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING INHILDENRID",P^erEVEDREFL31061 Mone:900A339686 Email.FAEttENGINEERCOM Web'.WJfNN0RTXFL0fUDAAtC01A eeeeeeei Project Information For: HABITAT-1123MODEL, BEACHES HABITAT 63 ROBERT STREET,ATLANTIC BEACH, FL 32233 Design Conditions Indoor: Heating Cooling Jacksonville Mal Naval, FL, US Indoor temperature(°F) 70 75 Elevation: 16 8 Design TD(eF) 31 17 Latitude: 30'N Relative humidity(%) 40 50 Outdoor: Heating Cooling Moisture difference(grAb) 15.7 58.2 Drybulb(eF) 39 92 Infiltration: Dallyran9e F) - 15 ( L ) Method Simplified Well(°� - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component BW h/87 Btuh %of bad Walls 2.7 1765 10.9 Glazing 48.9 6306 39.1 Doors 0 0 0 Ceilings 1.0 1114 6.9 Floors 1.0 1095 6.8 Infiltration 4.1 3265 20.2 Duds 2582 16.0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 16IZ71 100.0 Component Slump Btuh %of bad Walls 1.4 931 7.9 Glazing 42.9 5535 46.8 Doors 0 0 0 Ceilings 1.7 1953 16.5 Floors 0 0 0 Infiltration 0.9 724 6.1 Duds 2687 22.7 Ventilation 0 0 Internal gains 0 0 Blower 0 0 Adjustments 0 Total 11830 100.0 Latent Cooling Load=2385 Btuh Overall U-value=0.109 BtiIhNM1'F Data entries checked. Wrihtsoft' 2016Nar300752:30 RgMSERTO universal 2(ek-S.17 RS1113I'm Pal ..b\WapMwII HVAQIWBITATE9 ROBERT SIREET.Mp Gk�M18 BUIIENp FnvBlewe: W + wri htsoft Duct System Summary Jan: HABITAT-1122M0DEL 9 Bab: 1112016 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150HILDENRD300,F TEVEDREFL32091 Phmn:BWd23 96 Emar:FAEQENGINEER.COMWe MVNN0RTHR0RIDMR.COM Project For. HABITAT-1123MODEL,BEACHES HABITAT 63 ROBERT STREET,ATLANTIC BEACH,FL 32233 Hea6rrg Cooling External static pressure 0.50 In H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply I return available pressure 0.25010.250 in H2O 0.250/0.250 in H2O Lowest friction rate 0.250 IN100ft 0.250 iN100ft Actual air flow 800 din 800 elm Total effective length(TEL) 377 6 SupplyDetail Table Htg Clg Design Clam H x W Duct Actual Ftg.Egv Name (Btuh) Win) Win) FR (in) (in) Mail Ln(ft) Ln(ft) Trunk BATRz h 809 40 18 0.250 4.0 Oxo VIFx 307.0 70.0 DWNERS h 3346 166 144 0.250 7.0 Oxo VIFx 307.0 70.0 BED3 h 2281 113 86 0.260 6.0 0x0 VIFx 307.0 70.0 DINING h 2226 110 148 0.250 7.0 0x0 VIFx 307.0 70.0 xeCHEN h 2245 111 141 0.250 7.0 Oxo VIFx 307.0 70.0 BED2 h 2349 117 80 0.260 6.0 Oxo VIFx 307.0 70.0 LIVING c 3456 110 174 0.250 7.0 0x0 VIFx 307.0 70.0 o9A]Hc 169 6 11 0.250 4.0 0x0 VIFx 307.0 70.0 MWIc h 528 26 7 0.250 4.0 0x0 VIFx 307.0 70.0 wNghtsott• RnMS KoD U niveraal 2015 15A17 RSU13W 2016N 300]:A:St Ppat ...b\YM9libcfl HVAC\HABITATd3 RC0ERT 9TREET.nq Cet=MJO BUMEFq FmNlecn: W BEbNM #2 OWNERS 8' CLNG I 8' CLNG G Y • _ _ Mar Wa q, A H e' LNG \VINYL /2. STORAGE _ _ 8' CLNG BEDRM #3 ATH 8' CLNG CLNG load G. J KITCHEN ilk 8' CLNG 3 0, o GJ DINING 8' CLNG HB LIVING RM 8' CLNG / � II II II BEACHES HABITAT 63 ROBERT STREET HVAC PLAN DO NOT WRITE BELOW- OFFICE USE ONLY phFable Codes:2U1UFL0BLDABUff-DWG CODE Rpevlew Result (circle one): Approved Disapproved Approved w/ Conditions i Review Initials/Date: ��1'!7 Development Size Habitable Space /!13 s.r Non-Habitable /9015:F. Impervious area _ Miscellaneous Information Occupancy Group X-3 Type of Construction V 15 Number of Stories / Zoning District_ _ (- Maar. Occupancy Load Fire Sprinklers Required Flood Zone Conditions/Comments: I ® Lumber design values are in accordance with ANSIITPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPY MiTek" RE: 943615 - MITek USA, Inc. Site Information: 6904 Parke East Blvd. a , Customer Info: Habitat for Humanity- Beaches Project Name: 943615 Model: 3 R�baaL 33610-4115 Lot/Block: Subdivision: Address: 63 Robert Street City: Atlantic Beach State: Florida Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: License#: Address: City: State: General Truss Engineering Criteria&Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014[TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: N/A psf This package includes 13 Individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61015-31.003,section 5 of the Florida Board of Profesaioplal Engineers Rules. NO. $eel# ITruss Name Date The shop draw ngs tr wha this t ira•�e� 5.. been re awed For 1 710135766 HJ01 1229/16 compliance wrh the design intent or the f uoarel engen_ermg PreIDared by 2 17101357671 HJ02 1 1229/161 - r ane the erofea5ional Engineer ieennned 3 IT10135768 J01 1 12/29/161 below. This acknowledgment does not lessen the Delegated Engmeei s NT10135769 J02 1229/18 responsibilities associated.with the preparation of said documents, nor relieve 5 T10135770 J03 12/29/16 him or her From errors or omissions within the same. 6 4710135771 J04 1229/16 Mll; cOVED O APPROVED AS NOTED O NOT APPROVED 7 T10135772 J05 I 1229/18 8 T10135773 T01 1229/16 1 770135774 702 1229/16 p 10 770135775 T03 1229/16 11 710135778 704 1229/16 112 !T10135777 T05 1229/16 13 T101357781T06 11229/161 1, 'S Jt. .a..j. The truss drawing(s)referenced above have been prepared by MiTek �p R• USA,Inc.under my direct supervision based on the parameters `.•�3tP•(........E N. yip provided by Builders FirstSource-Jacksonville. �' G Truss Design Engineer's Name: Finn, Walter *;' ANO/111lcecece2222I@� •: My license renewal date for the state of Florida is February 28,2017. IMPORTANT NOTE' The seal on these truss component and the is a certification '9: STATE OF : that the engineer named is licensed with ANSVTPI 1. a the jurisdiction(s)cl m ba ed!upon eM that thedes11 ,ri•. R p, .• �: shown(e gns m loads,supports,dimensions,se shagpes d de 9n codes),which wren 1e,(Cs� .R ..•ap�� givntMiTek.reference u Any onlecentlwesc information nfo taken into included ude is f Me i`ek's customers �q,,,ONAL %. purpose Y P apace these designs. MiTek has not independently verified the applicability of the design YIllr P.Fhm R Na.3aK18 parameters or the designs for any pedicular building. Before use,the building designer Mgak uS61nc.FL Dm 8834 should verify applicability of design Parameters and properly incorporate these designs 8101f "Fast ONE.Tampa R.33610 into the overall building design per ANSI/rPl 1,Chapter 2. Daly December 29,2016 Finn,Walter 1 of I Lumber design values are in accordance with ANSI TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTeko RE: 943615- MITek USA, Inc. Site Information: 6904 Parke East BIW. Customer Info: Habitat for Humanity-Beaches Project Name: 943615 Model: 3 b tea' FL 336104115 Lot/Block: Subdivision: Address: 63 Robert Street City: Atlantic Beach State: Florida Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: License#: Address: City: State: General Truss Engineering Criteria& Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014rfP12007 Design Program: MITek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: N/A psf This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. !No. Seal# Truss Name Date 1 T10135766 HJ01 12/29/16 2 110135767 HJ02 12/29/16 3 710135768 Joi 4 710135769 402 12/29/18 5 710135770 403 12/29/18 Ti 135771 11 J04 112Q4116 7 710135772 J05 8 T 10135773 1701 1229/16 9 _ 710135774 702 1229/161 10T10135775 I T03112/29116 J 11 1710135776 1104 11229H 8 12 IT10135777 T05 1229/16 113 1710135778 IT06 11229/16 1 The truss USA,Inc.under my direct supervced ision ove based on the ave been pparameters ared by rTek `dP............. provided by Builders FirstSource-4acksonville. Truss Design Engineer's Name: Finn,Waiter *:' No 22839 •::*L My license renewal date for the state of Florida is February 28,2017. - + IMPORTANT NOTE:The seal on thesewsscomponent designs is a ceNficabon '9:. STATE Oat the engineer named is licensed in the ArWiction(s)identified and Chet the �,n: p F•: designs comply with ANSI"l 1. These designs are based upon parameters '+'�(t`•• O R 1 ��``` s,suppods.dimensions, s and design dodes),which were id ofikefereMcekn�ctawcstonudeisnrMs customers purposeoy. anota entoapreparation these designs. Miles has not independently verified the applicability of the design 'M P.emMMo,1M parameters or the designs for any particular building, Before use,the building designer Mr DaA sn h6tl Po91 should cent'applicability of design parameters and propeay incorporate these designs s ai parse ran sea Tarya K"10 into the overall building design per ANSUTPI 1,chapter 2. Dax December 29,2016 Finn,Walter 1 of I .kb Tlw Trves Ty7p Qk, Ply Ad. .1 7 IXpnul Wp plNx i101M , haibis FM6zm, Jvboa...Fl99H ]Blpal Ia.1.11 apareee.I-Tfiu Ce[of I I al 11 ams Pbse1 ID:MMIEY8vGIA h9pavW DHLaWhadiS'APYRAC sAke02Xa595BBiwd�tp_hdDy4]U ?415 4iO ai ?416 i6O 5813 God—I.. NAILED ]yr N.VLED NN0 LED NnI a xnlleD NAILED F e 2 10 i 11 8 Nasi 2w NAILEDs ass NAMED NAKED NAKED s.g "ED a a3 Plate Du edMYI Is:Gzsaznl WADING Nsf, SPACING- 2 W CSI. DEFL. in (Ioc) Head Up PLATES GRIP TCLL 20.0 Phas Chip DOL 1.25 TO 090 Ven(LLI -0.07 6] r999 240 1 244193 TCDL ].0 Lumber DOL 1.25 BO 0.55 Veri -0.14 6-] >801 180 SCLL 0.0 ' Rep SBeae Fn NO WS 0.39 Honam) 0.01 5 Na ma BCDL 5.0 Cade FBC20141P12C07 (MNrN) Weigh:43 as FT::M LUMBER- BRACING- TOP CHORD 2x4SPNo.2 TOPCHORD Smethurst wood Nlaphing dircpty applied or 64O ac Nabirs. BOT CHORD 2x4 SP No3 BOTCHORD Rigid cash g damply applied or M-9m brsMM. WEBS 2x4 SP N0.3 REACTIONS. (lb/alze) 4�1s1Ms -02, llai 2a4dM 5=1580Aepunical Max Hers 2:112(LC 22) Net Ug84.113(LC 4),2=-24(LC 4),5-6&LC 8) Max Gree 4=151(LC 1),2=509(LC 35).5=19513) FORGES, (Ib)-Max.Camp.R.lax.Ten.-Altarom250(lb)ar Nssdc MmMh . TOP CHORD 2.0—]52/356.38=597M!14 BOT CHORD 2-1043]1864,]-10 7,1164,]-1143]8646-11W]I664 WEBS }8=8]71445 NOTES 1)Who:ASCE 7-10;VUIM13(mph(}second pup)Vasd=101 mph;TCDL4,2Ad.BCDL=304d%h=1611:CM.II Exp C',End..GCpiU.18: MVUFRS(ervelope)',Lumber DOL=180 plate grip DOL=1.60 2)ThismesshasbeendmignMf a10.0pVlb MO'd Iva NathMmnwn Mw anya01erlw Ioads. 3)'TNlstlMaintaineduss has been Maintained lora live load of20.0pat on the botbm chard in all areas Where a repani 3 04 aside60 tall by aside Wil M ped"Am Ne hOnom Mon!and any oNa members. 4)Rx to gi ddhin for pude to Wses amnethkms. 5)Proade meManical aonnethpn(by opera)gauss 1a beam,qpm capable or wMstandin g 113 to Uam as joint 4.242 to uplM Atpint 2 and 69 lh uqp at bird S. 6)Semi PitMbmke NGudilq heels'Member and fixity model was used In Ne analysis and design of Huss, ])'NAILED Inditamp}1IXI(0,140'k3')W&12th(0.140'1335)taeaalls.For more deals refere,MRek's ST-TOENAIL DMall. 8)In IM LOAD CASES)whi pats applied to Me fame of Me floss are noted as hard(F)car back(B). WADCASE(S) Standard 1)Dead+Roof UNe(bapnced):Lumbo Inaeme=1.24 Plate limm ase=t25 UnMmLLmd.(gf) vat 1-4 5 .2-5-10 Cerranpned Linda(Ib) Ven:OAB(F41.B=4q�2(F-21,B-21)11-18(F=-e,Si Qw1 waa.em,asses, mesas aadAEnaegrEsoar—,amd.dpphowrtanaFeaexceanaebna01n—bruapbmFom s. y pnnaenawm,e btua"n bmseMem parisau ,N Wbry"herse.r ms.rpluNllm. .er...he plax maianaheeln¢pe ge�lmomeme�l� p mespo.p rely pm..DUNd�2aamplmp.ilmaew.sawprd,wph..mpen piny. epm.lwma.p. M1ek' trnvepw aM ompea n pee6Na Phone hu pmwM camas Far aenertl e.mvnn rgNry mem P Ja I,d.mwa me wu a'a see Ama1P11 Oi Caere,mi ad m&appeals,fampenem ....aso sandymanannaaaan ans"i M1wn Tiuee Me Innaw.Ne u,Lee 9nel$uAe 312,Apai VA 22316. ampa.R 36610 k0 Trvee Trvva Type Ory Pry _ nassmi 4Y+6 dvpanvlxeaiw + f1Ww,FklMo,m. .WAerval' >IIM i.&O,Iry 16IDIBMRMInalepla.lrc.lnu0.[Al1:IB:YAt0Vy1 Io eym3EY8,GSAykax%p9pOHLHT13p5rfl4eHDp6rxHe%x31iJFbQ15Yf3eE(,Pry1Tc3 2416 - ase sae ' zau dse 2a+2 ' Scale 1 17.7 NAI ED 4 NAILED 2,.B-2y e NAIL® 3 NOISC i t z 6= B a a 5 NMLD) H.OILFD b,_ NAILED .L. by LOADING(pap SPACING- 2-00 CSI. DEFL in (Id) Wbll i PESTES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.80 VW(LL) OD7 2E .925 240 MT20 244190 TCOL 7,j) camber DOL v25 BC Dal VW(TL) -0.n 28 .Bu 1S BCLL 0.0Rep Sea.lnv NO Its 0.10 Haz(TL) 0.00 5 Ne we BCDL 5.0 Code FBC2014RP1201V (Mebd) Mi 28e FT-M% LUMBER- BRACING TOPCHORD 2x4 SP Ni TOPCHORD SDUClund dsheathing directly applied or BOO Ca punn3. 807CHORD 2x4 SP Na2 BOTCHORD ii coiling EMstllyapplied orb Ooa trading. WEBS 2s4 SP No.3 REACTIONS. (INsize) 4=89RAMIWi®1.2=32GOi 5=33R,fecllen'Iml Mev H.2.112(LC 4) Mex Uplftft (LC 22),2-275(LC 4),5,55(LC 15) Mex 0.M107(LC 19),2.37GLC 35),SOIS(LC 30) FORCER (Ib)-Maz,Cmlp.Max.Ten,-All lanes 250 tA)n Moa exroptwnen sbwm. TOP CHORD 2.775111281,3-7-1848 BOT CHORD 2.9-256HN,9.1R 2561424,&10-258)424 WEBS 3 /12/268 NOTES- 1) 1)Wpd ASCE 7-10;Wh=l3 W(S-sewnd guar)Vmd=101mpn;TCDLW.2W BCDL=3.OW h=1BX;Cat IL Ery C;Endi.,GCpPd.18', MWPRS(envelope)gable end zces,poral Mt and IqM expcsed;Lumber OOL-1.80 plate gnp DOL-1.50 2)This Wse nes been designed for a 10.0 par batlam chord Ilre load nommrtunenl with any other IWe beds. 3)-This Wec has been designed for a INe bed of20.OW on this bottom chord in all areas ufime Aretlen,lN 38d ball by 28 Wdo cath R pelwe0n this bottom Mond and Any other memWls. 4)RMC 10 gindW%)for Loss to ands WMostors. 51Providemd micalwnnwion(by OMdm)MWasWbeMgplatecapable MwilhdWnding84 Mupmatje 4,27511,upli8a int2 and SS lb uplR Atjoint 5. 6)'Sera-Mad pilMbreeha including hands-Member ard fixity model was used in the analysis and desgn of this Wes, 7)NAILED"indicates 3104(0.1481 or 2-12d(0.148'1325)1aenMb.For more papers Isparta iST-TOENAIL DNeil. 8)In Ne LOADCASE(5)se on,badsapplsd Wthe ReespMeImssalenotedashunt(F)orbask(B). LOADCASE(9) Standard 1)Dead+Pope Live(bWsnmd):Lumber Increase=l25.Plate Indrease=f 25 unarm LOWS(pi VW:1-Y-51,25-10 Concentrated Lewis(1b) VW:7�jih .9W) bw N4,W+N Be� Mwe enmYen ehwn.and ha+or aa. M po^mf riM req IsviuMi1Y or pthewn4mee are11.�nuq q e_, 74 ,uLaWeell aitle PononY aquryeMPopeTybnipe.Foreemre uEanmNipard,Pon'manem equrg l av, ftoo—eov,,ee M3 IMGYaN.Da6R.m BC01 BUWIne GmnwwO BBM bebop YBA. +.hYiiomn TnW,FL%B+B A" 'no Trvu Type pry PN "mss aultlen flwbum. L1mnW,It ]8415.116III e inv I.—N[Tn Oec ve l'Ax..1.111 + ID.sM3EY6vG5vdV wXp�zNHU1TC'g5TMsHOp0YNHa 31?R3MfIAERMg 70 QdO 1A 2{=a 1-00 &Ye=t39 ao u aro — LOADING it SPACING- 2-00 CSI, DEFL In Me) VEM LM PLATES GRIP TOLL 20.0 Fad Gwp DOL 1.25 TC 0.30 Ved(LL) -0.00 2 >999 240 MRO 2441190 TOOL T.0 Lumber OOL 1.25 BC 0.01 VeMrtl -0.00 2 >999 100 BCLL Rep S- ss Ina YES AS 0.00 Hl -0.00 3 we we BCDL 5.0 Code FBC20141 12007 (MMM) Mail6b FT 20% LUMBER- BRACNG- TOPCHORD 2e45P Not TOP CHORD SVucuul rood sbuNln9 diugry applied n Il M WBns. BOT CHORD 2x4 SP No2 BOTCHORD RVid ceiling died"pplied a 10-0-0 oc boong. REACTIONS. (goalie) 3=&Abcllaniul2=283N30,4=5IMetlleniul Max Hors 2::QgLC 8) pf Max U113=94(LC 11,2=281(LC 0),4-0(LC 0) Max Gov 3=112(LC 4).2=263(LC 1).4=14(LC 3) FORCES, (lb)-Ma .Comp.Max.Ten.-Mfacea250(lb)wkn rnplwllen Move. NOTES- 1)"d:ASCE)-t0;VuMlWmp11(3s d g=)Vasd=101mo:TOOL-J 2pd',BCDL=3.0p f b=IM,Cal.Ilf EM C;End.,GCq=0.18; MiAl(envelope)gable and zone and GC EMeria(2)zone:pomb all and MM ex,oz ed',C-C for member and laws&MNFRS lar Rection,SbOvm;Lumber DOL=1.60 plate gop DOL=1.60 27 ThisWubasbeendeignedforat00pdbotlan MatlMbedllmcowmMu anyowINeM s, 3)'Tbb Wu Ms ween deigned lova live load&20.tydon tM boXan Mond F all areas vier a redengle3E0tall by 280 axw WII M xteean me emwm MOM er1d any moor member. 4)Rdanto giodano Ia Wu tc W u wnnechans. 5)ROMdamOaniwlconnadbn(byinner)&wasmhavingpitacapab6&Wt sonding941buplRatjON3,281Ibup08atjoM2 and 8 lb uplift d joint 4. 6)"Smni-dgld pXMbmks hall he&6'Member and Mi,dowel wa3 u30d in the analyab and desgn 01 Mia tluu. Ov, 1 ry ei aV iog—v4N5ue nv ..0....mnen ane Pw—peMu rove aSa rA M1 A.WE. :ryaw oineemenp.d m k' Natle1mmmMnaenl 1.9411�9utlmw ngeNln µa3 norN . µ3l vRVZ10wINV eMeN,O36a6 ane 8631 aulltllna[omPonel leryll n ave ve am ryas a e. ee u e ra u2114Tony fy s�u10 A Nb Tva Trwa Tyaa Oty Pry aAM &X15 A3 JW-0�vn • B4len ill.— In W. ]ype M l0 Xfe 4naklMusMe,Y lluq[3a 11 L0'.X 3ple°.PoI ID:rym3EV SWyea✓%g "L�MRllm>9 H7LH]9cF%d_vC HINDU 7a i NQ W 38p SPO $a o t14> 101 4 3 a I 3M- am LOADING(pa) SPACING- 2-00 LSI. DEFL. in (bc) than Lm PlATE6 GNP TLLL 2a.0 PLate GNP DOL 1.35 TG a.38 VmRLL) O.o1 2d >9W 2M he 2MHW TODL T.0 Lumber DOL 125 BC 0.10 Vem(TQ 401 24 >999 180 BCLL 0.0 ' Rep SaeX lmc YES WB 000 HodTL) 400 3 Na W. BCDL 5.0 Code FBCXl4ffP12007 (MaYir) Weight:12111 7=20% LUMBER. GRACING- TOP CHORD 2ol SP No.2 TOPCHORD M..l wmd twelhMg Etretlly appbeE Or 3O oc Mae BOT CHORD 2M SP No.2 BOT CHORD Rgld Meiling WWI,applied or I OOD oc MGq. REACTI0N9. 3= lanlul,2=M1658,A=1LM.etluniMal slax Ho" 3=91(LC 8) Mai 1 2).2 ).8),4-23( BI Max Ge32 (!-C 1).2=26I(I-C 1),4-11(LC 3) FORCES. (to)-Me..C.P.IM.Tan.-All Ware 250(b)or loss ercet Oman sham. NOMS- 1)"d:ASCE 7-1a; (3aemnd gut)VaeW101 mph;TCDLK.20nF SCM-3.0p#;11=1011;Cal.11;Exp C;End.,GCpi=0.10; MVAF RS(envelope)gable eM none and C-C ExkRm(2)none; pond-to and yM expddWC-Cler mem ars end forma&MWFRS lcr raacbns IM.:Lumber DOL=1.60 plele grip DOL=1.60 2)That more has Isom designed lora 10,0 pt boarm MBM 1.bed imandamrad with any Me,live Was, 3)'That but has Ise-designed for a lwe load of 2O0pt on Be bods-Mard'n as areas weer 0 rectangle 11 Wit by 2.0-0*ft Wit M han m MN andGathe bOXaad any oMmember .4) membe . L)Rtn to global.)for Mad to Wn mnnetlims. 5)Pr em anklmnnetbn(by Mher)0fwastobeanngpiMe Mepabl0o(whhatanding291buWMIoM3,258EupliftatpIM2 .it 23 to u1YM ad IdM e. 6)"Sem-god pi1MG"Including beta"Member and my model was used In MB analysis and design N Mis Wes. pwemens.wayBuyspesseesawaEaoxors oxT.a anwcwpmXreaReaae cappaew.nna....,aaaaNaeaFoaa4sa. CWgn-.More nnN waG°TYO'nm^]on.rn4 ENgok m.mpupon panmxaa:.ana.[ra en I.,..num-,r^reo—wr .rams M`ry`meyy.^ew"ryineumu�o arva°n`4:wNreur�naneu:io'u"Vueet:na'ro;mon 4'meM:%o'ry°.wamoi.Yt'r`mu e.epn.nrMn-aII w�rx.y.Mr.paw-I4p-.mpo.eiarp..aa�nt.yanp wopepa.m.g.. p�am«ai pWeanpu".ae:°wre�M'n`nI'"�nA M7ek' Ais1F 1wlmnnrn.,oSaae,ne seal BunMaeempmm e.s I.,a �. "z.1.-npn..vnmN. .,nw.ri nam J[O Tore T"A"Type 17 ley Ny BUYISn FYYFaxm. JSMwmY.P>Y!M ]MO s w ry trio uses lmunnea,Ino lln rmrH 11µmv gars page l - O.WM EYSVOSWy91ex%ry6_aNHL-19OR]RUma9PARHTLHRCF%b y HINDIIBy4h3 ao I as aao sod smw=1:14.2 aD 12 2 SOa LOADING(pifl SPACING- 2-00 CSI. DEFL, in (I-) hdefl UE PLATES GRIP TCLL 20.0 Psle Gn,DOL 1.25 TC 0.35 Ven(Lq -0.03 24 -999 240 MT20 2411190 TCDL ]0 Lumbx DOL 1.25 BC 0.21 Ven(TL) -DD5 24 1999 180 BOLL 0.0 ' Rep Slma Inv YES V.9 0.00 HarE(TL) U.00 ] n/e nm BCDL 6.0 Cafe FBC2014RP12cOT (Mehl¢) —1,14.19 Is FT-2096 LUBBER- MACING- TOP CHORD 2d SP Not TOPCHORD SOuwrel svoed Mealh'ng diredy appped or 500 do purlins. BOT CHORD 2N SP W.2 BOT CHORD RiMd MMg Ciradly aWlied or 10 of belting. REACTIONS. (I11kbe) 3=9T/MedranicY,2=3113/558,4=24RAenhanital MasHors 2=124(LC 8) Max UPM3=WLC 12).2=228(LC 8) Max Gmv3 J7(-C 1).2=303(LC 1),4=71(-C 3) FORCES. 011)-Mm.Comp.Rdax.Ten.-N torus 250(E)or less except when Moon. NOTES- t)Wind:ASOE T-10;WI l3 ph(Su d gust)Vaed=10lmM TCDL4.2pst BCDL=3.Opd;h=18M Cad.11;Exp C;End,GCpi=0.18; MWRS(env ")gableendzoneand C-CEMenar(2)zne;C-Cformembersendforces8MNPRStorm ors Moon;Lumber DOL=1.60 Plate and DOLON 2)Thu Wu has been duignM fora 10.0 PM bottom MaN live load nonwnanent WM any other had hada. 3)'Tbb Wu has bun deigned fora live load of 20.Oofan Ne botivn MON In BII areas abere a rectangle 3£O tall by 2A aid*ori 0 beMeen Me Wgam MaN and any other members. 4)Refer to ghder(s)for Wu to Wu cpnnedions. 5)Provide hmetwo all cnnedin(by others)dvuga to bearing Plate capable darm standing 09111 uplis Ad pint 3 and 2n III uPIR at join 2. 6)"Semi-ngq PnMLrcada htludi,M1ee16'Member end Levy mWe1 was used in Ne natyg4 and deash dots tmaa. Q"RM -WIry 6Yan pnmew rw REIO NDIna rein M AND INCLUDED MIER REfE.EMCE ALOE W747a m.f6aLaxshhF FOFF Ul n onryrM MrtM9mnnxlon.Tnn Megn4aasa mNupon penmelen N.vn.aNle M1wninaMmvlpAlve mmmrnrn,M Iswngaya1m58ebre uz�N�pvelrs derp�mpmtluvu-Iss,aRocall da.In pra..s w9 Pd m,, Imllme ta4Mgn abtlwawna tIs ,Nmmdud.nwe...e.wn�a,om memo...am rima enpaaryvmpmm.nen Mtinq 1 @k ..„udtrrpaderm Asti nav4mpyaMro pWree'—NIs vinr pnWEwwpvmnelFuryena prtpM aM.1 dFwaprymplg4mrve ragmed.. eu%Ip SeM1ry aWn wYM1—TnuWgla Nee6use 6.e Compared ]rg.IbvaMm VAy3rl TNrgwM1 SY10� PNb Trvx Tmas Tyq Dy Py MMIS Myl Tio1 • B�Ma Rpa[wm. L}wmb.Fl]]3M aW[M19301a MTeFIMMrIe[,In[.lli Wane Pie/ ID.sym"VilySs"Yati NHL-D pFmUOiT43RilPia0851JCC5]4]NM1 Wya]d -Y8m I iLm I � Pda SLY 3Q-11 � BnY=11]3 ] nFT jF Y F 1 � YM= LOADING(ps0 SPACING- 280 CSI. DEFL. n ged we w PLA]ES GRIP TO LL 2Q0 Plala GHp DOL 135 TO 0.89 Ve11(LLI L32 24 .BB3 NO NT20 2HH90 TCDL ].0 Lan rOOL 133 SO O.H Vetl(TLI -0.21 24 -379 IN BOLL 0.0' Rep SYnn lnv VES WE 0.00 HpS(TL) -0= 3 We We BCDL 5.0 Cope FBC2014/iP12W7 (Melrh) Might 25O FT-M LUMBER- BRAMG- TOP CHORD 2sa SP No3 TOP CHORD Seudunl Weom spamming deadly Bpdiet!Or 680 ac Wrins. BOT CHORD 2z4 SP No3 BOTCHORD Rigid roiling dlrmay apPliM or 1080 be,adding. REACTIONS. Rb/sue) 3=16GMecpan'Ital,2=35810.58,4=34MeMennal Max Hon 2=1E8(LC BI Max UpM19-161(LC 12),A247(LC 8) Mmt Gni 3-lMLC 1I,2 353(LC 1),e=1011LC 3) FORCES, Rp).Max.Canp.R.laz,Ten,-All tomes 250(Ip)ar kaa ezupi when sM1psn. NOTES- t)WmASCE]-10;Vue-Itis h(3-sai gun)Vwp,=10IMm TCDL4.2pd;BCDL=3.Opd:h=1011:CM.II Esp C:End.GCpi-018'. SO grip DOLend zmeenp C-C EMe11d(2)zme:CL br mempen enp b1¢a8 MWFRS brfeadbna aM1wn;Lumpd DOL=1,80 as b grog DOL-1.80 3)-Irlhis niWsa M1aapeendesighmn design bre 10.0 pall a20Mwp We bananconwmM wim any dlle Its ones. 3)-signal has poen drone a for a five loam 0mbers.d on the pallan UaN in all vwa xTen a ndengb SBO roll by 2-0-0vnpe vnll M wlwean me s)f oro rnom and any other members. 5)RNxm gintenhandrail Waslo Wes wnn miles)0th 5)Proibe nleMenical connection(py d Wsa to been,plate repeple dwMaMlming 141 Ip uplm eljoint 3 am 247 It,uFAm an giro 2. 6)'Semkipim pedlbreabs induming M1eeb'Memberentl fisiry mebN wea usea'n 1M1e anMyais aM mesign of this Wss. QWRRMwJ-vemvrayneenmenrsaMREln Na rt50NiW5.1MO WCLYOEO WFEN REIEREMCEMOErWTn]m./6UV10/SBEFORE E pin gllJlnrur Mu nlm MiieF®mnnenen.TMa oe,Iiir[�[nMu[n rymm.ers acorn.oMM life e�1,WlMign iiMon<owNIW aynm, Mlna mei,moil r1 an liry[l aevin omme--1 Enswnghii amem.e m M -21ii x.nano-a[,.�� M bk' egMPWy—im,.rar ie1-1 si,r— ma .WWTPI1 Wastrip /Y ,pasKanacul mmmmi<^mPnn.v r emm, en — [m.mr a[a ee re 3,11312 .i Whe .kb IT. Twm Tydis DayPly r+wxm agen .p5 J,[kf,Nrl B BUMeie Rhas..e, Yeradi in ]]M ibl0elyr1a M18 Mort1.11c red.."It Io IDI,Patel - ID."3EYMGSVEy&eeWp DHL-0s_aFmUOii%,3RilPi�m50Fi/47N Ul 7oI -3-0-0 bL10 499 � 3-60 zA10 1-109 � SJe=113, 3 M 13 n-0 i� z �= 4 LOADING(par) SPACING- 2-0O CSI. DER. in (M) we Ib PLATES GRIP TCLL 200 Plata Grip DOL 135 TC 0.33 VeN(t ) 0.01 24 >999 240 W20 2441190 TCDL ].0 Lundell el DOL 1.25 BC 0.23 Ved(TL) -0.03 24 >999 180 KU 0.0- Rep Slew ors TES WH 0.00 Ham(TL) -0.00 3 are are BCDL SO Code FBC2014171IM07 (Mwbd) Vital 16 lb FT-IDM LUMBER- BRACING. TOP CHORD 2M SP No.2 TOP CHORD Idncburel wood starting direddy appked or 43 do Gu0ins. OCT CHORD 2x4 SP W,2 BOTCHORD RgM mifng dirMly applied or 1049 oc breung. REACTIONS. (Ib/size) 9=]fl?AeNmiml,2.2781610,44011fie3lanlcel Max Harz A112(LC 8) Max UpIiOY72(LC 12),2-283(LC 8),4-35(LO 8) Max Gns Y]8(LC 1),24]9(1-01).4-61(LC 3) FORCES (IE)-M..CwnpJ .Ten.-Aglwpes250(IE)wbssexteWl ensho . NOTES- 1)Wind:ASCE 7-10;VUW30m1e(1aeemnd I.M Vssd=101mIµ;TCDL4.2pri BCDL=3.Opsl;b=18R:Cat.II Em C;End,GCpi=0.18; MWFRS Leander and zone eMd ga DOL-1.2)zme:pomp kit end rqM axpased:C-C M members and Mme 8 MWFRS Iw reel tha has thead ddesig DOL=1.80plakglop DOL-1.60 2)-Tbmt5sM1ubeenn designedfor sW IW load Mwtl has bad nmmnmrtentwmanyoMehere rebade. 3)-Tbia WSa hes been designed d an IWa bed d ton iM1e Mllam tlwd In all areas wM1ere a rectangle 3d-01811 by 2-0-0edge will fittMlrenteesh for east hu anyo0tears.matters. 4)Rdw tomeder(a)Iw Wsa to W b mnnetlbu. 5)and Meb add ccnnedbn(by otlters)dpussbb8aring Pbie mmbk dwBM1sbnding]2b uplift at joint 3.260 buplB Mjoint 2 and 35Ib agitt atjdm 4. el SemFrgid pdMhreaks btludinq M1eeN"Manager end 0x8y modN was used n the anelyais and deign oltektruss. Adasedgedwxryauq�wmmennem Pua snits ox maAw metwzoenraxeareaaxmvAaaw w. Ni wecarraen«'m.n wyn::pwia en?,II seawrses Sh,:dae wdmamdil basso—ix p ;meow, tm.�aamltm,e..e.ml0,b«am.,m..aa..�d .p W1YI 1edn;lm om Nf y,napie„nn adVIII0 PoandI Cn,i FryTy p ry,M gopedema. Gr gened MTek' ilw ry erenkn and paynp d Wiui aloe inn Mtemt dee pulM CXx aloe eempri,m apy perye Fzngyuy t8�11—11- 11.1 ev,IWu rmm T...Fears In...,ate N. ,,SVetl.swe at z Neu name vA ma,I ~•pa6Ba,ne eewau mode,FL 390+0 JM Trvu Tm Hoch a e1Mia Np Gy.lType 1 qy Ry BMea Firarnme, JeWonNe.Fl]]]M LWa"Is Ala IMYINueTn.m.TUCea]°11:"or.1.Pan, ID:�GSW)geNFneOHLNY8T8VDTMAbHvi5PlgdWOPMRIHkb$KOy47W -}d0 iUU 1DS8 11110 2411-0 ]611-0 204 l00 1. al ]-0O 2YU sei vowel ryNIFD Ed= "Nom .Ar FUILFD HALED 2W NAILED NAILED 3m 3 11 12 a 13 1. s 2 a �A se - m 1] 19 ° 1 16 ° m— h. II NAILED NAILED MA NAILED NAILED 2b 11 dome NAILED same SPECIAL INDICATES THAT NOT ALL HANGERS HAVE BEEN DESIGNED.TYPICAL. L 2- 0. S.OSJ 2E 6.063 EE a 0-M 0.30 LOADING(pail SPACING. 2-OD CSI. DEM. in (Pp) lAkQ Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vm4LL) 0.37 9 .792 210 W20 2"0190 TCD- 7.0 LMgmdDOL 1.25 BC 0.85 Vertim) -0.58 610 >510 100 BOLL 0.0Rep Smea 1. NO M 0.13 H.(TL) 0.17 6 Of. me BGDL 5.0 Code FEC20141Fill (MeV'.) Weigle 107W FT-2096 LUMBER- BMCING. TOPCHORD 2x1 SP M31 TOP CHORD Structural woad Mh hg otreGy applied or 311 m putlina. BOTCHORD 2m SP N42 BOT CHORD Rego cailing direlxry applied or 4610 oc heeding. VRBS 2x1 SP N43 REACTIONS. (game) 2=1578ftN54 570N58 Max Hors2=L1(LC23) Max UP1M2-t38(LC 1).6�38(LC 5) FORCES. (lb)-Mm1.C.n Max.Ten.-AAIt=s250(6)ak exaptwllenMaim. TOPCHORO 2-3=38f0Y2O22,311=1505Y250fi,11-12>♦SOSI2508,412=d505rzs06, BOTCHORD 42-103-415012R506,1130f115=-J-18SO�YSI12J550563,S118V-1.66135535,58--18-3601881a ( 8-I]-1 7, ,111 5 3 6 -105213537 , WEBS 3-10-13V,432,3-9.49311123," -713/575,59 3111123,58-13/182 NOTES- 1)Unbabnmol mot Live lolds have ban cbnsitlNed formis tlesgn. 2)LMnd:ASCE 7-10.Vu0=lWmph(Ssemnd guM)Vasd=10lmW:TCDLae.2paf',BCDL=3.OPaf m1B81 Cm.ll:Exp C;End,GCpi=0.10; MWRS(envelope)',Lumber DOL=180 plate gnp DOL-1.80 3)Provide adequate drainage t0 prover water ponding. 4)This Wes has been designed for a 10.0 ad bottom 1IION Imre lad no car torten war any Doter live bade. 5)'ThM trues has ban designed for a Imre Ma]02llApf On Me bottom drom In all areas where a eetlangle 3r44 bit by 200 aide Wil M beMnen the hplmm chord and any MM1er members. 6)Pymm.madmi lscrnedion(by others)of muss to Meaning plate capable M uiLhstanding 838 Is uplM M Pim 2 and 0391b uplift Pim 6. 7)'SemLdgW piydbl aak3 Nduding hat]"MpnWe and party model odds used in has analysis and tlesig0 aM.MOSS. 8)'NAIIEO' musues 31W(0110"O')4r 311tl(0.148l Ideadails.For more details Over MTek's ST-TOENAIL Cattail. 9)Hangers)or oder cnnnMion demand)tha8 be provitled sul8unt to support concentrated k etl(a)228 to doen and 270 to up at 7-00, and 226 E down and 270 to up at 17-11-0 on top Word,and 2230 doral and 731b up a1 7-0-0,and 223 E hover and 7310 up as 17-10.1 m Nott4m Matt. Ta tleagnlsedgkll of sump domm onion devica(q is the lesponsibairya others. 10)In be,LOAD CASE(S)aurin,Inds applied t4 the lam&the truss arc noted as hunt(FI or beck(B). LOAD CASE(S) Slerldam 1)Dad♦Roof Live(baMnmd):Lumber Inveam=1.25,Plate Inness=t 25 Untmm Loses(pA) Val 1-3--54 35x51.5-7a51,24-10 Continued on man 2 N ON AND Omo L,Oal Na0fol u on,aft Ore�CwnNnarxi d"91 11 eavee � n n allarlr eaM Ahi m Immanuel WIrn°m a s aler,bbi M dq I......r wary lne apaplua eeupn...... neeprcgerN nvrya by Gegnl as:'ware ale,.arva.`ng'�','em weal w«am NvOrgol�e.aa ...N,c � em n.�" m y. alnel,,N a.. ...rg MTek� mv"ga�.d lo.AYYIIY Do M"em uaapm am pimes,mrN,-1 I,ane pmaaey damage. or gmave wleerm room m.m -da,dempem.1I me olaodga 0.,aid man mal— ANygpl pylM<Neb,Ma am oval Mild Ad t^'at ePtl aerXe F+u9 YNrylANO. rv.M.Immem 21.u. eel ..11 2.mmmom.vn]2]la. Inge,Fl]= N4 Tna T.l TYPo OIY RY nmssm m n601gw t Eutlen FYa�Ewllm. AWwnNq Fl]4M ]d10eMIBM1B W]xtIMNXe0.1ne]bu CxAt1:IBU1 A1B xpe1 IO:rym3EY6vG5 W YBlew%RdJIDHLA2YLT8 VOTnftgp Hui50M1pluycFNBP IHM W KQyJ]N LORD CASE(S) SI dI ConuM=W Loads Ob) Vert:3-181(B)`K 181(8)10-167(B)6-24(8)4—IMB)8=16](B)11=106(9)12=1048)13=106(8)1b106(8)I5 N(8)16-24(B)17=24(B)I6 24(B) A. wxevms-10S,- wxaanePuoxorss ox ixxaxo x1ctvoso xrrsxxsaasxce Paae Lel�]a]a m.x¢vvmreeEsou E. ewwnwoos TS.Sxa nx bAWd III,III m Iw naiaeuel ou lenB mmmnenl nal wueyuem filen uux.Ne Wealnp Cedprcimusl my e[p llry oleeaKnomnennae pmpeAdd ^mmlelMx eealgn mlmne orenll� bxeSpd.Ipn. �pSA,SISo,wml�WlXp`aI,�I,�.ml�ax.,B..B,o,"wemwnn... ,ads MITek' a.w.Ye roPdroX b,xabnBYan,In Browm�ta,...n,oaxlnx B.eo�x I.I.ry.,d BrvBeXYB.m.B=. n,nwpe,enlwKerod�on aM Watin9 alln5feaeM Wuayalemx.see tlIry CNMa.nSel9 anX eLeI BUI YInp Gampnem lBplpaly Faygq WgFlnmullen aneable Imm irvxx pas Innxule.318 N.Lee 9roH,Sule]1l,Neunµ81VA�1133d1 a. inp,FL M10 Job Trvss TIw TSPS Ory Pty nessna e T¢ wp sive— -.v— Jaanenw,FIXDU tam.ey is mle sNrwaw—I.-1v Dcn l l 1.In 1.peel 10ry 3M4$ 9W%rye_ DHL-'SBvgsvAD llI MA E19OBCpyby O FW0070 Q8n 61611 ppU 1511-0N4R RLfl Reit 2L0 L16N NR 6fl-0 LIQ L16A MO SUN=1aB8 4B aW= 1,00 12 2W C SM9 3 B 24 8 1. ads11 sell_ B m_ 8= W= _ I I Plate ONSHs!%Vti 120-1-ID FAoeI IS'0.5i 0.2-0I PbYtO EEDeI LOADING(pan SPGCING- 2M CSI. DEFL. In (IOC) Vlbll W PLATES GRIP TCLL 200 PMe Grip DOL 1.25 TC 0.]d Van(Lq -0.21 ]A >BB9 210 MT20 2H/190 TCDL ]0 LUmbM DOL 1R5 BC 0.)0 Vert((L) AAtl ]A >]23 IN BOLL 0.0' Rep Sbeu 1. VES M 0.15 Hmz(R) 0.00 ] M Ne BCDL 5.0 COar FBC2011I(P1200] (Martz) Nbiged:1111b FT=20% LUMBER- BRACING- TOP CHORD WSP No3 TOP CHORD Slmtluml weed sheeting Oireelly applied or 2-11-10 CC plrllm. BOTCHORD WSP No3 BOT CHORD Riled clung del applied!or}11-15 Cc lifelong. MBS WSP No.3 REACTIONS. (IWel2e) 2=903NSA,7=90Ei Max HM AL](LC 8) Max UpM2-3210.0 8).]-321(LC 9) FORCES. (ID)-Mer.Cwnp.IMn.Ten.-Alfomu 250(Ml vkss ezaq Wlen moven. TOPCHORD 3a=-1812/t10),34-i50t909,bY-1x54900,S8=i581FJ09,&)=i80L110] BOTCHORD 2-11=-9311691,10.11=70]11155&10=-]07MA ,7-9=-950/1091 VVEBS }11-21A269.41 1-37R60,5-9�1N268,6-9-263228 NOTE& 11 Unbabnad roar live masts have been considered lar tit design. 2)Vvflnd ASCE)-10:Wh=130mp8(}sewed gum)Vad=101mM:TCDL4.2mf;BCDL=3.OW h=1811:CM.11:Exp C:End,,GCpi9.18: g,001 cnveba)alp C-C Ezlmor(21 zaa:C-C la memxrs titl(oras 6 MN.FRS(aleagbns shover;Lumber DOL=1.80 pale 3)Provide adequate nlamagn 1O Prevent wafer ponding. 5)That wsahas sbee deignee(wa my eabottommach Mfwdnon Wowllem weeany other live ores. s)Imes wax nes been designed d an live bad of z0.opalm Me botlom mac in all areae uTere a redengle 359iNI by z-00 wide will IN between me beam mac vl(any Omer members. 8)Provide mechankel.unnetlbn(by others)althat to beertl8 plate tapable of withstanding 321 b uplift allong 2 wd 321 b uplM a1 john]. ))ISem'w9itl plchbedks'nGutling M1ttls"MemMr,end(Mry model was used in me analysis and design IXmk"sr. Q WMNNa.WMyNgnpumwu.aMRFADNJrte aN Me.Wa1NCLUOFDMIEa REFERENabrivi W]Oinawil Peers. IBE Deyn vtltl Iwwe enywNBnMOUnrgYas.Thl¢aslpn ISMzeb bnryuNn panmelm¢eM1mm,ar91e Ivan Irvyµyyy buYlnp eanpvmmrca mv.>wem.Bebrt ue [Pov .ElulM",ibtl ewpmebuenp Emewlalnssuebann�a rpliaae nvnbpav F. OW.1-p-lannenrabxaq ~ M 1• fir evai i Pevme.1i vire W¢ude w-riv nrvrv.M-ii aamFe. e,'I pu -va.NIMW m mµMfuse beFnry.enetlon ane bnanp betn<¢es ane ln¢¢rySxne,¢ee µgylgl pu.yryCMgOBBJY.M affil WllMaempemm 00'11 pyw FY MA, YluylMoeimnbn aveiWOlelrvm irvse clAe lnunute,]reed lee§ears,Sune]i3,µraMre,VAYI]la. Tampa 1.1. Jm Tlufa Thin TypeOry Pry Ol &Yrs 709 His BWan FMWurte. JeMmnNk.Fl]'IIII exie us,l6......k'A—Fv.Tru We IS 11:1v:n.1.P.a.I ID:sym3EYevG4WyAw'%g HLERgo1 ( OKMrON n/ 6iERc5m101BefMRityi7c- 1-00 S16H 1140 11114 1968 30.140 %11-0 1,W S161i 51-1 1,11-0 51-3 5161. 3-00 yule=l Ke ,be Im= 4 b Ofd 12 2y� 2p i y 8 A 2 8 10 ffi S 11 B sa yxb= eM 3W= I I I Plwe Ofiael!%YI- (2 0.314 0.151 15 0-5-1 02-0I f/'0.3fi0.1-0I LOADING Ofisq SPACING 2-0 C91, DEFL In Poo) VOeO Ld PLATES GRIP TOLL 20.0 PLT. 61DOL 125 TO 0.51 VaMLL) -041 ]A -715 240 T. 2441190 TCDL ].D Lumbar DOL 125 BC 0.91 Vert(TIL) 476 7-9 +336 180 BCLL 0.0' Rep Sloss Mor YES INS 0.28 HMdT-) 000 ] ma ma BCDL 5.0 Cede 1=1302[04 120O7 (Marx) Weight 11511, 7=20% LUMBER. BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wlwd sheaNing MMMA Indian or 4148 w parins. BOTCHORD 2x4 SP NOS SOT CHORD Rigid ceiling direcVy applied or 2-2-0 Go bracing. WEBS 2x4 SP N0.3 REACTIONS. guide) 2,908.1L5$7=908rSG8 Mae Hm 2=54(LC 12) Mae UMM2=314(LC 8),]-314(LC 9) FORCES. Iib)-Ma.Comp.Max.Ten.-All 1,w 250(Ib)w kss exmP wtln aM1awn. TOPCHORD 1,3-182111131.3)-1384221,45=-12!4220.55-1381221,57=182111131 BOT CHORD2-11�N 16n,10.11-591112]3,910=591/12]3,7-9=5)811673 N£BS }11-4411412,4-11-912 ,59-981283,69=-4411412 NOTES t)Unbaln0�rwl IWe bade Ileve been mn&dwe]Ier Mia dealgn. 21 VAM1 ASCE 7-10;VU"130mph(}eacond guM)Vasd=101mph;TCDL4.2PV;BCDL=3.Opas;Wall,Cas.11;Exp C:End..GCpi=0.10: MWFRS(envabbr( pe)am C-C Eder2)1..C-CIw members and forces 3 MWFRS tar reamons plover;Lumber DOL=1.60 Fele MG DOL-1.60 3)Provide ade9uMe drab,.10 Peru..Fondin9. 4)This Wu has been designed fw a 100 p9 bottom Glare lire load nonconrurrent with any other live beds. 5)-Pup,Wn has been deagned Iw a live load M NOW on Me Unbom Word in all areae elvers,a reMangle 348-0 WI by 2-0-0 Wde will fit beWeen Me b011wn dlwtl and any other members. 6)Provide mechankal connection(by others)of wes t0 bearing Plass,capable of wMsianding 314 b uplift a1 joint 2 and 314 Is uphill,at loss 7)-SemHigid pruMMMOM inducing heel'MemEw and fix"wool was used In%a analysis and design OI Mie M1eu. Anuu 0-vunya.g.w.emuuavm..No.0e n.a 410...w1axaarteaxcaelaa aatevra An"Gee a •pen we m....cM WM uiTevamnnedors.r".."e,a u.,xv upon ca..--v—.m an.a..aw ,mnlunn.na w .ado+.w,ln.wiwire ro.N••.m•nw+vm..mamepuvae.me........�v...Pwwi.mw. me..en :'bm �-ab ruv.Y;'a�;;«wrpu° Ing« I.o��;. lw.� ama.°".a: n ll.d.— ner,..mm�.,.dre MRek' _ Hg Go� rB.N,enm.1,n.., Mm iinss Pbl.I va" st-.....G Sine,SUY]11�amM.Iv VP33d�IMn.uN,nM.na nBl auMlp fampmm five .FVI BM. T.,R 1°610 .kb Trvu Tnm Tyya Ory Ply TIOt]SlM &Yte C IB Repandr,Contingent e e .'astOplw. Jxbpmfe.FlU3M "vo'M 10 ena are"IIWMee,k TM CecAt1'ABM3010"he"ID:s>m3EY8WBMYJIsw%pW1M13HL-0R®MXG OVVwrOK4T5m5FrPbNHULVIA4tyf]c_ -td0 a-]-10 ASB X-4 M iL 361 -0 24'a6]-1a Base s6M Bme'w+l• 4»_ 4 6o 1z Le 12M 5 2 t0 ] 9x9 34= be= ]M = as ITAI 6615 1 al E e 6030E e WAGING(Ind) SPACING- 2-60 C91. DEFL. N (dol we 1M PLATES GRIP TCLL MD Plate Grip COL 1.25 TO 0.50 wedl1) -0.16 " eB99 240 111120 2444190 TCDL 7.0 Lumbar DOL 1.25 BC 0.63 Vert(5L) -0.32 6A >916 180 BCLL 0.0 ' Rep Sues,lm YES WS 0.18 Horn) 0.07 6 We Na BCDL 5.0 Case FBC2014RPQW7 (M6bix) WNgm:107 11, FT•20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD SWtlural ur000l sheathing deeoti,applied o'311-15 M Neirs. BOT CHORD 2X4 SP No.2 BOTCHORD Rigid callh,deadly applied Or 61-0 oc among. WEBS 20 SP No.3 REACTIONS. (Iblsue) 2-905RS6,6,,MD 6 Max Hoa 2-61 12) Max UpM2=307ILC 8),6=30](LC 9) FORCES. Ob)-Max.COmp.RAn.Ten.-Pll kro0s 250(k)akas excaptwhen Ylarn. TOPCHORD 2-3=181]11105,34=156]905,45=158]955,58=181]11104 BOTCHORD 2-10=92M1665,410=54111125,69=541/1125,88�.9461iee5 MRS 4-B=264/459,59 354930,410-261,A189,3-10a154930 NOTES. 11 Unbalancas mol live ked,haw been rmaiderM for this de n,r. 2)WiM:ASCE 7-10 Vuln-IWmph(}second guld)Vesd=101mM;TOOL=4.2psf BODL-30pV;h=I St Can,II;Exp C.Grid,GCpF0A8, MWFRS hinwkpe)and PO EMOdor(2)zone:60lor member,and joiners B M41FR6 for resonate shown,Wmby DOL=1.60 Plate grip COL='LED 3)Thif W9 has been designed fie a 10.0 plf bWbm chord live load no0cO0wnent with any other he wide 4)'This tmss has been designed for a live load of 20 0,f on the bottom chord in all areas where a rcdangle 3-6-0 fall by 2-00 aside w9 fit EeM'een the bottom WoM and any other members. 5)Provide mechanical c0nneamn(by others)of trivia to werng plate capable W withstanding 307 Ib uW M join 2 and 307 Ib uplift al pint B. 6)'Saml-rlgmpitMtrmks Ftludingheels"Memberendllxhyn elwsusedkNeamty,laaMde,lgn&Mh W,s. QwVMxp.VxryaWpnpxen.wreuww0aasas ox t]esA]m wetu0a0f6ia[x[s[xuCE PAaaset fwv3nseafoxraa. p.aYn.Mew^x any Mqurtromnn.een.Tw eeegn iee...eesyupee wnmen.ann...nerorn imnw.l euuiq mepxnnx^gM erymm®www kWMnf aeverk nxrM1yge ap^BraerMMMn'Bn pnavmaM popeM�lnvryo e.Nu,e e.aP.. �i�en r.e nrn Pxw,eeafne nr�ne.e..lo.e.�em.mwanen.ne., misnan, �+nm MiTek' aawyexxixeln,.MMa^e-annorwapx WgwaMuepev,mani, arc wwawnaee. o eays.e.ebpe,dFxry.sea I rue,new ,aane ....,mme.ex VAn314M aurae^a,OeBefaM Bob eullarnB Cnnwxw^r mnvi,al 1,N. YferylMeimnM awYEween Trm Me Ineeute,ate N Lee aYme1 Buee]13,NeutlN,VAIS311. awry.fL]ee10 "a" Tuve Tds rrvu Tpa Dy Pfy s nPloo, base.seeressi .w,uaa.,arsau ..,iprlezmewre¢iwew,x..m P..a11:4enmte Pavel ID'.ss^,3E1'BVG3WY6W.'xPx3JrDHLS0EK5&CNGMxa9VAael(JIEOb4ScbyO24 wW]bz 6Nn Sell a38 30.fi-0 2611-0 zao w-m sbu sera bzm zao Sola.V4.=e 48= 4 4.00 u a 0 as G 6 e 6 ] t 10 sona a.9- aM h= e = 164 i 1141 •8615 i LD NW(P-0 SPACING- 3-0U C61. DEFL. In ({x) pEM -1d PLATES GRIP TOLL 20.0 Pe Grip COL. 1.25 TC 0.62 Val0.4{ 60 >2]4 240 MT20 24.193 TODL ].D LumberDOL 1.25 BC 0.68 Val -0A1 68297 180 BCL. 0.0 ' Rep Stress In. YES b\9 O.41 HOG(IL) 0.05 6 No We BCDL ED Code FBC2014RP12007 (Mabel) Might:107 Is FT=20% LUBBER- BRACING. TOPCHORD 2N SP No.2 TOP CHORD Structural sood sheaHling dlrMry appllod o 4-5-11 oc purlins. BOT CHORD 2" SP M.2 BOT CHORD Reid ceiling deal applied or 2.2-0 brach.. MISS 2e4 SP W.3 REACTIONS. (Ibal 6=]381439.Y-]95X5-8.9=2]81454 M.H.2=60(LC 13) Max Up1B6=461(LC 9).AS36(LC 8),9-5](LC 12) FORCES. Ob).Mae.Coma-14.Ten.-All hoops 250(Ib)or lose exmpl sten shuwT. TOP CHORD 23=14621265.31-1206M 145,45=104211472,59=130]11610 BOTCHORD 2-11=10]311331.1011=]4]I831,9-00=]0Po31,8-9=]4]]831,68=1435/1188 MEM 4-8=63&258.58=38013]3.4-11=1811422,311=1831332 NOTES. 1)UnbMenmd mod live been have WM considered by this design. 2)Wed:ASCE]-10:Vua=f30ril(See and gustl Val 101mi TCDL=4.2ps(BCDL=3.OpM',h-1 SIR,Cat 11',Exp C;End.,GCpl-D.18; MMRS(envelope)"G Exlerial]ons:pooh NM mlpoeed:C-C for members and forcers 6 Mail bor mothers shams; Lumber D0L=1.60 plMe Lm DOL=180 3)The hues has been designed for a 10.0 PA bottom GmN has two nonconwlmM with any oMer live bads. 41'Thetrust has hem designed for a five load of20.OWonthe bottom chaN In all areas street a modangle 3 tall by 2-0 widewill At beMem Me bottom tlmm and any other members. 5)Provide meNenkal mnneciion(by ethers)of wv to bealing platy tapable o(whhstanding 461 Is uplift gpim 6.S361b upon 0joinl2 and SJ Ib upid at pint 9. 6)'Somiiigid ptttlbmaks including heels'Member end fixity model one uses in to analysis and design of this buss. QwaaN..wdna9 aa�a�.aaw..»,a.,awvpls.aFoaa 0. bear,.1 1.m nN m. Illy- next..-1e this xxxxt xxv,inF-" e.:wmen' :aam,n:eiiv�eewap"`.`�`omm��:nnno:ddeob`'u' �wn;9 o�oP.weam:v:"r.r.aux'sindheue ersam MRek' r affe e11i JN vmn 0-,cMaY.096X..S., In.OUWwmx ..Fen al aMwr 111111t,ft, .,.. .. e. � . Kae.slit, .,.IllToss,P.m9elP Jw -s Tlw Trya Oy Ply IM. a 04te15TalI piHE 1 911x1 FNdelle Ja4nnNe,x. da-'pz1..1.YrtMIrWesed,rift The p[as 11 a.as M Ie Pps1 ID'ry1n3EYA�GSvEySYaw%p HL-2pylUy%lMAP ACYO➢NFSl"oBRH00%Ryl)by -znd said 1 es4 15111 zees zalw 1 s1p ' z-pd asp ss.l s4-e sea 4aa za0 511 WALED ..ta MTzaxa= WALED WILED = Wli seals 100(tf µyLED Whi WILED .N= T ��I B IAIf Jie xu1E3 xuLE3 ruILE3 = ..to atrzoxa= � xAILm rullE3 dxB_ M hi Neddi WILED 1111£3 WAED WAED Pbfe eb Y 2:W-0Etle 3:0.280.1-0 :6] O OL13 BD40� 1 LOADING(peN SPACING- 2.60 C31. DEFL. n (bc) VEMI 'd PLATES GRIP TOLL 20.0 Plerc GBp DOL 125 TO O.W Ved(Ly 0.8)11-13 e310 2b W20 2HI190 TOOL i.0 LOTber DOL 415 BC 0.]B V-M . 11-13 e351 183 MT20HS 1871143 BOLL 0.0' Rep Sias 1. NO WG 0.67 H«e(TL) -0.14 8 Na We Edi 5.0 Code FBC2014/T IM07 (MMfN) Might:150 In FT=2M LUMBER- BRACING. TOP CHORD 2n SP Nei'Escal TOPCHORD Simtlural aded Masai dii apse£or 381 be purine. Except'. 3-5:24 SP WA,}15.1516.bei N0.3 2-30.endng:34 BOT CHORD h4 SP 0« No.1 2-9Mad48 n9: WEBS 2x4 ED No.3 2-10-0oc bmang'.&] OTHERS 2x4 SP Ni BOTCHORO Ellie.1111,Mi aplBel 0r 2A 1.40e bbi WEBS 1ROdd an middle }13,&10 JOINTS 1 B2.al Ad)'.4,6 REACTIONS. (Iblake) 8=11170-3-0,2.1117A M.Hord 2M8(LC 4) Mmt UPIi118=1122(LC 5).2-1 MILO 4) FORCES. (W)-Max.O«npJMec Ten.-Allaces 260(6)«less eviceptwren Brawn. TOP CHORD 23-M0712626,}31=112SM4?DB.31412=1125/4208,4.32411254208, 4.33=4125H2O(.33�91=11254208.S3I�125HM8,58=41254208, &35=2470/2519,3536=24MO549.7-36=2470/2519,78-2601 BOTCHORD 2-14=24,8/2421,14-37-243=431,3788=-2,i 13-3A4151H132,128941151/4132,12Wi51H193,1140•-41514132, 1141=-{1514132,4}4241151/4132:1 -l151H M 8-10-=el 118 WEBS }13�-1]8]H]89,0.13N-3]114111,&1C+1]38/P10,]-10=8W/SP NOTES- 1)Unbalance r0IN IWe 6175 neve been crosiMredd I«MIs aflsgn. 2)% nd'.ASO£b1D Vub=130mpr(}e =d,u&)Vasd=101mph,TCDL4.2W,,BCDL=3.Opl:r=1811;CN.II;Exp C:End.,GCpr-0.18'. MINERS(senn e)gabk end song Pont left and right erpoLad;Lumber DOL=1.60 DIM Ori,DOL=1.60 3)Tru.desi,lwf«widbMsindeftdale O8 truss0dy. F«Mdsexp05edWWM(nonndWMmce),see SbndaMlnduMy Gable End DMI1s as appli able,aWnsuB pual'Ified buNing designer n p«ANSI?PI 1. 4)Providea]eEW tlranpeaiereventwaterpcnding. 5)All"pleles M 2x4 Upbtee unless eeredwiu in ate,, 8)Go deem d. 2x4 MT2D unless OMenvise Indicated, ])GMb Aude aped at 141-0 oc. 8)This buss has been ddeagnM for a 10.0 paid of 20 tl1oN Ihe bed nwccnwrtent wrn any Wrier red Engle 9)'d Was has been chord! hi rdM for n live ler n 0120.Opel on iM Mtlan tllrntl In all ercea wtlere a rectangle 3B0bill by 2-0-0vndde vnll m betweenmeandal onpNand tidyomermember. 10),hat 2, mecnaoral.nnedlan(by oMer)awsaW Mennq pleW.pema MVMnalantling nxz Ib udm at Ione8and nxz 1b uvliletl ,hat 2, 12)Gmph eldurnhrceka induddilgreels•Member es eMaym MMd sees used mire rin El la eM top et MiaWu. 12)Grpni.lpudicarcpreamMY.8 nnetor depict aka«MeanenMbonW me.1111 ablq ire Mi ends«bMam AILD 13)-NAILED'Ior oth r anne (0.148'x9'3«614eprode43.25-)toenails.F«moredMAsel refer foto MITeO l Mean nd1 lb 14)Hmger(s)or ener cmne de do v 1. )Mailbeera n a ndenl (sulpwe.n.MrIW Ioed(a)1 W Ib ddwm n4,188IO up at 20.8-0ontop CION. Iredei Wsappl dtoMwnnedbntlevl.(s)is edrca.nsibiliydimer. I]a51dRIlEe 6A El2SE(S)110,1,bMs epdletl eo me face dine W r aft ndetl as fmM(F)«back(B). pwAaMxa.y a,xelmp...m.xrardad.idearldr.eaddideMw..Rlftd d dx.Pdidead..»....1oa "did'dee e, 4nzMem debenuz Thin rcMylM epP�ilyad-gn peamene en'dH neendi Cnq mm�naM.rid N pdi ne ni" reds,nnlaln.d'. :Jlnq ne, anon l�av1�'.�01° ��= nq n,nama�.I�n,,,.ea.n4,e,unW,emae,s el,...apn ..pe,nane,n anrvro MRek' wmep'zlad de-, .ed-nc-no.reedidezltne" .nnlnlnrv.n.papenv..n.ga. nderdre rce;egwnq lea orage.r-LA,.-liene Mu In-21 a d-ssze.a..see 6ulnvpllvY.os&N.1n&:SIBWIy a.mgnsle 9WIPSM FYe 1srmlM�n.1wn...u.nx a.m.ry.e Hx.lnenw..z1a n.L.e v.ax.Boa.ala ae..0".51v°inlx TwiPa n aside Job TNaa Trvaa Type Ory Ply .15 TCB WBIE 1 I ilal BWMFIMMaMm, JaXvnAe,Fld1Eb ].bO SIp 1..1...In0wV 1-lnu DxA 11..115 Ala PpeE a ID s,3MY Svdh]91ev%pfi_sDHL-I IUY AD9QCY9 Iff`"BRITpX 7y LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):LUMW Inr ax=135,Plata Inveaae=135 Und0 Loads(ped) Ved:1-3� y7 4.1A=54,24=10 Caned tr ecl Loads(lb) Ved:3= (F)924(F)1=55(F)Ih10(F)H=A(F)l --34(F)31=24(F)5E=24(F)33=24(F)3 24(F)35=24(F)38---24(F)3)=10(F)33=1o(F)35=-10(F) 40=10(F)41-10(F)42 -10(F) Aaw W .,anme.rsa,nE.n.n an.,n .nnl taaBp .BE,BaB.cEo.aEw1.11 a, enry Wn mnnemi uxignumzea eniyu0an 0anmeierzxmm�an ' wu wmbYJ�orBN tnta w®g eenegne wmyle11, ra m CIn9c m mrq ewa agmina .."`me aaan" a�n a `wy°` iI °:e"v:m en�e MYTek �.wm�•s+•em.uulBran fcluo nn a°e ue a.ae enl'Mzne c�qe p o,wniw�lq a m�wr/nnam i IeGtra•I.T nwpe, wry. a^q a: Wr^ ae <NsvrFauelny eXttN.oS&W ena BCV BWplp exnpmeM aW FrteFm BIW eagsnw .awrvn.r�an,r.,xx PiaLl xl.a.zlan..ee ar "`s�um9ra. �,v znL. nmw.�EBB mm0 D� co) vv my ym D y D us T FF7i A X m �m I I y W m m O (/ r �' cc�9un m m � � r0 a 3� aw5 «_ - -� � a6 ops QgoopZ N nam _ m&o y' F 'Ri r mw3a mm 'n ` � �e 3 i X�.v� dn' mH QC5`$ O ' 3 �_ 23 4 =a 'wm O 2083° qF� w �Qo o W D Sm. o c ° _ 0 2 �o mO1p �m O $ w �X�' m2 � o. m � ol'3 O rsn? �' � � w �� $o� (�� m '0.��' Rao _ 2m a,� a ti mmr 4ti mm nv zn O y_s�- TOP CHORD 5'i A3 l Am A C Am � 03 � � cffi $A mm mo mi Z aim mm �� ay Iz �mm a0 �m �m m0 m 0 m wm m m �^ ww O n CD m-m c s w�r w mm a m y• V O Nrzi A ® n? Qa pA O o y� 0 N w F � Jn D y 23 2 y OI' mm O % S m yA O 8 as n `_' A m m r m y m < m CD > n> > m rt 0 D C 0 S N O Z A CD m a G N A N y Am �g m y Z m m 0. TOP CHORD ': 3Y'3 ig da q s Cm.,a aj . 19 44.g c O $ a g 1,� s m ggg a' "L �g � $ s a $ I gas 3 ID 'ey` 33 $a 3$ ;' $` o @}}@ pu _R _ Ryym -'3 3. =Y 8 ' a 2$ �g : � i �e 'g 3• '� a�i �m � Q �- 33 ffi 4m m8 $3@a. �3 C d 3. Sa R eF ?gg g `g . s �@ Im gaa= 99 a2F � � o e -8m 3a y CD S `G OL M U) U) August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 o R MiTek LISA Int Page 1 of 1 L O Note:T-Braoing/I-Bracing to be used when confinuous lateral bracing is impractical.T-Brace/I-Brace must cover 90%of web length. E= 11 Note:This detail NOT to be used to convent T-Brace/I-Brace MiTek USA,Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss 2x4 or 2x6 or 2x8 10d 6'o.c. Specified Continuous Rows of Lateral Bracing Note:Nail along entire length of T-Brace/I-Brace Web Size 1 2 (On Two-Plys Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace 2x6 2x6 T-Brace 2x6 I-Brace 2x8 2x8 T-Brace 2x8 I-Brace Nails Brace Size for Two-Ply Truss + Specified Continuous } s Rows of Lateral Bracing s / SPACING [!2x6 b Size] 1 2 } L� or 2x4 2x4 T-Brace 2x4 I-Brace WEB * 2x8 T-Brace 2x6 I-Brace x8 2x8 T-Brace 2x81-Brace s T-Brace/I-Brace must be same species + T-BRACE and grade(or better)as web member. Nails / Section Detail T-Brace Web Nails Wa I-Brace Nails FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND1 u�� OM�Tek usA.mc. Page 1 of i GENERAL SPECIFICATIONS 1.NAIL D SCBE'X 0.131'.108 2.WOOD SCREW 0 3-MISS.11-- USP OR EQUIVALENT DO NOT USE DRYWALL OR DECKING TYPE SCREW MiTek USA,Inc. 3.INSTALL VALLEY TRUSSES(24'O.C.MAXIMUM)AND SECURE PER DETAIL GABLE END,COMMON TRUSS 4.BRACE VALLEY WEBS IN ACCORDANCE WITH THE ORGIRDERTRUSS INDIVIDUAL DESIGN DRAWINGS. S.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6.NAILING DONE PER NDS-01 ].VALLEY STUD SPACING NOT TO EXCEED 46'0.0. BASE TROSSES at LVALLEYTRUSS TYPICAL VALLEY TflUSSTYPICAL GABLE END,COMMON TRUSS P 12 OR GIRDER TRU BE SEE DETAIL A BELOW(TYP.) ;ill 0 SECURE VALLEY TRUSS W/ONE ROW OF 108 WIND DESIGN PER ASCE 7-96.ASCE 7-02,ASCE 7.05 146 MPH NAILS 6"O.C. WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT.30 FEET ROOF PITCH.MINIMUM W12 MAXIMUM W12 ATTACH 2x4 CONTINUOUS NO.2 SYR CATEGORY II BUILDING TO THE ROOF W/TWO USP MISS(V4'X 3') EXPOSURE WOOD SCREWS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL DLOAD LOAD 0PSF MAX SPACING-24'O.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF a ESE ON THE TRUSSES DETAIL A (NO SHEATHING) N.T.S. I�JANUARY 28, 2015 LATERAL TOE-NAIL DETAIL ST-TOENAIO L SP L \�//JQQ MRek USA.Inc Page 1 of 1 NOTES: 1.TOENAILS SHALL BEL DRIVEN AT AN ANGLE IL 45 DEGREES EITTTHEMEMBER AND MUSTTHE BA KCORNER OF THE ME EREN AS BE SHOWN. THROUGH AND LJVL-JQ EXIT AT THE BACK EDGE DISTANCE, AND SPACING OF SH OWN. 2.THE END DISTANCE,UNUSUAL EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MITek USA,Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. OE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (INnall) TTHIS DETAIL APPLICABLE TO THE E END IL TAILS SHOWN BELOW DIAM. SP DF HF SPF SPF-S O .131 88.0 80.6 Me 88,4 59.1 .135 0.5 85.6 14.2 72.6 63.4 VIEWS SHOWN ARE FOR .162 108.8 1 99.8 1 86.4 84.5 13.8 ILLUSTRATION PURPOSES ONLY .128 14.2 1 67.9 1 58.9 57.6 1 50.3 SIDE VIEW .131 15.9 1 figs 1 60.3 59.0 1 51.1 (2x3) in ,148 81.4 1 14.5 1 64.6 63.2 1 525 2NAILS ^ NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3)-IW NAILS(.162'diam.x 3.51 WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: SIDE VIEW SIDE VIEW 3(nails)X 84.5(@/nail)X 1.15(DOL)-291.5 to Maximum Capacity (26)s NAILS 3 NAILS NEARSIDE NEARSIDE NEARSIDE NEARSIDE NEARSIDE NEARSIDE NEAR SIDE ANGLE MAY ANGLE MAY A ANGLEVARY AY ANGLE MAY VARYFROM 30°TO 80° VARY FROM 30-TO 60° 30'TO 60° 45.00° 45.00° 4500° FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK MTak USA,Inc Page 1 of 1 COQ (9) UV( IQ TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2x6"STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. MITek USA,Inc. NOTE 1:2X8 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD,IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED,BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE USE METAL FRAMING ATTACH TO VERTICAL SCAB WITH(3).1M NAILS FACE OF CHORD INTO EDGE OF STRONGBACK ANCHOR TO ATTACH WES WITH(3)-1MNAILS (0.131'x3') (DO NOT USE DRYWALL TYPE SCREWS) TO TOP CHORD (0.13143') ATTACH T VERTICALNA WEB WITH 13)-tWOtl NAILS (0.13143') BLOCKING BEHIND THE ATTACH 2x1 VERTICAL TO FACE ATTACH TO CHORD VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND WITH TWO#12 x 3' RECOMMENDED WHILE BOTTOM CHORD WITH(2)-IM WOOD SCREWS(.216'DIAMA NAILING THE STRONGBACK NAILS(0.131'x 3')IN EACH CHORD ANCHOR USE FRAMING SCABATTAWITH VERTICAL INSFAERT OFSCREW THROUGH EDGE OF TO BOTTOM M ATTACH ATT I.X 31 VERTICAL SCAB W TH(3)-1 W NAILS STRONG ACK(D INTO EDGE OF TO BOTTOM CHORD WEB WRH(3)-IDE NAILS (0.131'x3') DRYWALBACK(DCREWS)E (0.131'x 3"I DRYWALL TYPE SCREWS) TRUSS 2x8 ab0 WALL BLOCKING STRONGBACK (TYPICAL SPLICE) (BYOTHERSI SYOTHERS) Pq PE; THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS.IF SPLICING IS NECESSARY,USE A 4-0'LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-10E NAILS (0.131'.3')EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF W-0-AND FASTEN WITH(12)-100 NAILS(0.131"x 3')STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) FEBRUARY 14, 2012 STANDARD PIGGYBACK ST-PIGGY-7-10 TRUSS CONNECTION DETAIL Mi Tek USA,Inc. MAXIMUM WIND SPEED-REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT.SD FEET CA ETRUSSGORY SPACING=24'O.C. CATEGORY II BUILDING �o_(oil EXPOSURE B or C LJV��LJ ASCE 7-10 DURATION OF LOAD INCREASE:1.60 DETAIL IS NOT APPLICABLE FOR TRUSSES MiTek USA,Ins. DETAIL DRAG LOADS(SHEAR TRUSSES). ADDITNNAL CONSIDERATIONS BY BUILDING ENGINEERJOESIGNER ARE REQUIRED. A-PIGGBAOK TRUSS,REFER TO WEN TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN E WITH(2)0.131'X3S'TOE NAILED. B-BASE TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. C-PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 2P QC. A UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. CCMN9 ECT TO BASE TRUSS WITH(2)0.131'X3NALS EACH, D-2 X_XP-0-WAS SUE AND GRADE TO MATCH TCP CHORD OF PIGGYBACK TRUSS,ATTACHED TO CNE FACE,CENTERED ON INTERSECTION.WITH(2)ROWS OF 0.131'X3'NAILS r O.C. SCAB MAYBE OMITTED FRONDED THE TOP CHORD SHEATHING IS CKMTINUOUS OVER INTERSECTION AT LEAST I FT.IN BOTH DIRECTIONS AND: L WIND SPEEDOF115MPHORI SSFORANYPIGGVBAG(SPAN,CR 2 W IND BPEED OF 118 MPH 10190 MPH WITH A MAXMUM PR WIND CK SFEEDS EI2 X. E- ITSK D SP EEDBBEIWEENS T EACH ACE ATTACH C MITEK9X9f0 GA NtlHTPUTESTOBER- FACE OF TRUSSES AT TYQGNG FACES X 1S PER MEMBER STAGGER NAILS FROM OPPOSING FACES.ENSURE DS'EDGE DISTANCE. OAN 2 PANS OF PLATES REO.REGARDLESS OF SPAM B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH NWOn PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF ME TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. SCAB CONNECTION PER NOTE D AVE 4' This sheat is provitletl as a PiggybakraS�wm connection FOR ALL WIND SPEEDS,ATTACH MUSK 9X620 GA NWIOO PLATES TO detail only.Building Designer is res EACH FACE OF TRUSSES AT 4b'O.C.W/(4)0.131'X 1.5'PER MEMBER. permanent bracing par standard en STAGGER NAILS FROM OPPOSING FACES ENSURE GS'EDGE DISTANCE. refer to SCSI for general guidance o and diagonal bracing requirements. VERTICAL WEB TO FOR LARGE CONCENTRATED LOADS APPLIED TTOM CHORD H BOOU TO CAP TRUSS REQUIRING A VERTICAL WEB: BOTTOM OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS MUST MATCH IN SUE,GRADE,AND MUST LINE UP AS SHOWN IN DETAIL 2) ATTACH 2x_ 4'-0'SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF led(0.131'X 3')NAILS SPACED P O.G.FROM EACH FACE. (SITE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSSI (MINIMUM 2X4) 3) THIS CONNECTION ISCNLY VALID FOR A MAXIMUM CONCENTRATED LOAD OF 4000 UBS(@1.15). RENEW -4 BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 4000 LBS. 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS DESIGN. FEBRUARY 14, 2012 Standard Gable End Detail ST-GE130-001 , u�IJ OMlrek USA,Irc. Page 1 of 2 Typical x4 L-Brace Nailed To 2x_V\arficeb WIf 0tl Nala,6'o.c. Vertical Siad Venical /tl l41-16tl Common ouoouu Wire Naib a ACE MiTek USA,Inc. 16tl cwnmon SECTION&B Wire Neils DIAGONAL BRACE -__y SPemd s'o.c 4L'ac.MAX (2)-Lod Common wire rvwk imo z.s a4 McW2dlpmr TRU55 GEGMEf RY MID CONDITIONe 'OWN ARE Fqi ILLUSTRATION ONLY. Typi al Harz. Ad Brace 12 wryebl0d CommohVARINalls SECTION A-A a4 A Q Varies b Common Truss + + SEE INDIVIDUAL MITEK DESIGN CRITERIA PROWDESx4BLOCKING NOED.BETWEEN NATHE FIRST DRAWINGS FOR DESIGN CRITERIA TO TRUSSES NOTED. TOENAIL BLOCKING A TO TRUSSES WITH 121-led NAILS EACH END. ** ATTACH DIAGONAL BRACE TO BLOCKING WITH 3x4= (5).1M COMMON WIRE NAILS. B e -Ed NAILS MINIMUM,PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK *-Diagonal Bracing ** -L-Braciig Rale, Refer to SeMion A-A to Section 8-8 z4'Max Roof Sheathing —\� NOTE: 1.MINIMUM GRADE OFWill MATERIAL IN THE TOP AND BOTTOM CHORDS. 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 13' 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. "M- (2) 1/ ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT (2)-10d NAILS BRACING OF ROOF SYSTEM. 4.'L'BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6'O.C. S.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF /TrIJ$ $ `/� 24" G.D. DIAPHRAM AT 4•-m O.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A / 2x4 STUD AS SHOWN WITH IEd NAILS SPACED 6'O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MID.RPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH(4)1M NAILS THROUGH W. r., TO AGONAL BRACE SPACED 46'O.C. (REFER TO SECTION A-A) Diag. Brace HED TO VERTICAL WITH(4)-1W ]. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. d11/3 POlntON WIRE NAILS AND ATTACHED S. THIS DETAIL WES NOT APPLY TO STRUCTURAL GABLES. OCKING W ITH 15)-10d COMMONS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if neededTYPETRUSSES. End WallHORIZONTAL BRACE (SEE SECTION A-A) 2 DIAGONAL Minimum Stud W 1x4 2x4 DIAGONAL BRVCESAT Stud Size Spacing Bra"nde 4Breoe L•BMce BRACE 1f3 POINTS Species and Grade Maximum Stud lenaRl 2x4 SPF StdSYud 12'O.C. 4-0-7 4-3-2 6-04 6-0-15 12-1-6 2x4SPFSW5atl is'O.C. 3-7-0 3-84 5-2-10 ]-1-15 10-8-15 2x4 SPF SId5md 24'O.C. 2-11-1 3-0-2 1 4-3-2 5-10-3 1 8-94 Diagonal braces over 6require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-8"require 2x41-braces attached M both edges. Fasten T End!I braces to narrow edge of web wfth 1 W common wire nets Bin a.c.,with Sin minimum and distance, Brace must cover 90%of diagonal length. MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE]-9B,ASCE 7-02,ASCE 7-06 130 MPH ASCE]-10160 MPH STUD DESIGN IS BASED ON OCAInNENTS AND CLADDING DURATION OF LOAD INCREASE:190 CONNECTION OF BRACING IS BABIED ON MWFRS. FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 V flQ o ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD Mitek uSA,Inc. Page 2 of 2 Trusses @ 24" ox. LJVL—J� HORIZONTAL BRACE MDIAGONAL BRACE SPACED 48'O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH pI-1BG MiTek USA,Inc. Roof Sheathings COMMON WIRE NAILS AND ATTACHED TO BLOCKING WITH(5)-IOE COMMONS. Men. R IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR E TO AGONAL BRACE AC THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE NAIL AIL DI WITHTWOACE NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE SPACING OF THE GABLE ENDS \ 2X4FASTENED TO FOUR TRUSSER TWO I WITH NAILS EACH.FASTEN PURLIN \ TO BLOCKING W/TWO tfitl NAILS(MN) Diag. Brace \ \ PROVIDEITHE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points SD_RTNG THE BRACE AND THE TWO TRUSSES if needed \ BL TOTRUSSESER IWW(2)IMNAIDEAS NOTED. ILLS TILEACHCKING END. ATTACH DIAGONAL WAGE TO BLOCKING WITH (5)-1W COMMON W IRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1:ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X SCADS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SUE.GRADE AND SPECIES AS THE TRUSS VERTICALS NAILINGSCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE T-BB,02,05).150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 1 W(.131-X 3')NAILS SPACED T O.C. -FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-90,02,05),150 MPH(ASCE 7-10)NAIL ALL MEMBERS WITH TWO ROWS OF IDE(.131 X 31 NAILS SPACED 5'O.C.(2X4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCASS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS / BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAI/STUDS ONLY. NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STPUCTUML GABLES WITH INLAYED STUDS.TRUSSES WIDIOUT INLAYED STUDS ME HOT ADDRESSED HERE. / STANDARD / GABLETRUSS I TECHNICAL BULLETIN April 2010 r Bulletin TB-300 Multiple-Member Connections for Side-Loaded Beams with Concentrated Loads Table 1: Maximum Concentrated Load Applied to Beam -Bolt or Nail Connection (lbs)i'l Hanger %"o or%"e Boltsl'll° 1 Bid(0.148"x 3Y4")Nails Beam Configuration Bolt #Bolts #Nails Type Diameter)�1 2 4 6 d4,2OO 6 12 18 24 0.5 2,100 4.200 8,300 3-ply 1%" FACE 2,125`=' 4,250151 8,370151 8.465" (5'/."Beam) 0 5 7600 6.120 9,180 TOP 0.5 780 1,525 2,285 1,0601s 2,125" 3,1851a 4,250" 0]5 930 1.860 2,]90 FACE _- (5'/."Beam) TOP 0.51,050 2,100 3.150 1,060 2,125 3,185 4,250 0]5 1,530 3,060 4,590 6,120 3%",1%" FACE 0.5 2,100 4,200 6,300 8,400 (5'/."Beam) TOB 2,125" 4,25001 8,3701N B,d951e 075 3.060 6,120 9.180 12,240 FACE 0.5 1,400 2,800 4,200 5.600 4-ply 1%" 0.75 2,040 _"4 080 6,120 8.160 (7"Beam) TOP 0.5 675 1.355 2,030 2,710 _ -- -- -_ 0.75 825 1,655 2,480 3,305 0.5 2,800 5,600 6400 11,200 FACE 2,830re1 5.665" 8,695" 11,330'n 2-ply l'/."+3'/." 0]5 5,025 10,050 15,070 20,095 (7"Beam) 0.5 935 1,865 2,800 3,735 TOP 945181 1.890161 2.830161 3.775161 075 1,360 1 2,720 1 4,080 5,440 2-ply 3%" FACE 0S 1,720 3,440 5,160 Q88D (7"Beam) TOP - -- -- -- 0.15 2,460 4,960 7,440 9.920 2-ply 1%"+3'/6" FACE/ 0.5 1,015 2,030 3,050 4,065 (7"Beam)) TOP --- --- ... ... 0]5 1,240 2,480 3,720 4,960 FACE 0.5 1,720 3,440 5,160 6,880 - 2-ply1%"+3'/a" 0.75 2,480 4,960 ],440 9,920 (7"Beam) TOP 0.5 675 1,355 2,030 2,710 0.75 825 1,655 2,480 3,305 5'/."+1'/." FACE 0.5 2,800 5,600 8,40D 11,200 (7"Beam) TOP 2,830" 5,6651s1 8,4951x1 11,330161 035 5,025 10,050 15,070 20,095 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Washers required.Bolt holes to be 9116"maximum for'/!bolls, 13i maximum for''/."balls. 3. Minimum end distance for bolls is T. 4. Drilling bolt hales reduces the section of the beam and thus the load capacity of the supporting member.Shear and moment capacity of the beam must be checked at the location of each row of bolts. 5. Number of required nails shown must be installetl from side opposite hanger. 6. Number of required nails shown must be installetl from hanger side.Additionally,install had the number of required nails from side opposite hanger. Page 1 of 8 CONTACT US a 1.881(1.888.453.8358)"www.iLevel.com Awy'emwuLLe l.hliodlm,PonYun,TineerStleMand Trw JaYere ns,d M MrteM1s and Fareis etrvbmak Nmyaawwr NR.0200YMyert,e rNRGm ,AllrshdreeaM. • TECHNICAL BULLETIN Table 2A: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (lbs)1'1 Faster, r Type Hanger Wood USP WS Simpson SDS Beam Configuration Hanger Type Length #Screws #Screws 2 4 6 8 2 4 6 8 = FACE 1st 3'/a' 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 3-ply 1'/s" i t (51/."Beam) i _I' Top(2) 3'/,' 720 1,435 2,155 2,870 1,020 2.040 3,60 4,080 /." IF FACE 3x" - - - - - -- --- -- (5Ya"Beam) TOP tot 3"b" 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 3X" FACE (5'/."Beam) TOP tat 3'G" 1435 2,870 4,305 5740 2040 4.080 6,120 8,160 BeaTOP �( t' 4-ply /." I ' FACE Rt 6"" 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 (T'Beam) � ) TOP IA 6.ts1 705 1,405 2,110 2,810 905 1,815 2,720 3,625 FACE 1st 3'G" 1,915 3,825 5.740 7,655 2,720 5,440 8,160 10.880 2-ply 1%"+3%" 611°I 2,110 4,220 6,325 8,435 2,720 5,440 8,160 10,880 (7"Beam) TOP(2) 3%, 640 1.275 1,915 2,550 905 1,815 2,720 3,625 - 6"Isl 705 1,405 2,110 2,810 905 1,815 2,720 3,625 2-ply 3'/a" ([ FACE I (7"Beam) r TOPjf mtN 1,055 2,110 3,165 4.220 930 1,880 2)85 3.715 2-ply Be +3Yz" FACEI (7-BTOP 6"0' 1036 55 2,110 3,165 4.220 1, 0 2,720 4,080 5,440 am) �',', { tat -f iFACE") 6"111 1,1155 2,110 3,165 4,220 930 1,860 2,785 3,715 2-ply 1%"+3%" (7"Beam) TOP(4I 6.111 705 1,405 2,110 2,810 905 1,815 2,720 3,625 51W at 1/." FACE (7"Beam) TOP h) 3A' 1,915 3,825 5,740 7,655 2,]20 5,440 8,160 10,880 ii 1. See page 4 for table General Notes,connection details and been depth Iimi atiorml 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install serews from hanger side only. 5. 6"SDS or WS screws can be used with Parellams PSL and Microtil LVL,but are not recommended for TlmberStmnd"LSL. Page 2 of 8 CONTACT US a 1.888.iLevel8(1.888.453.83581•w JLevel.com �WryBTaeuls,IIM.YCWm,PwYldin TmCBIa1Rn0 dn0 iNe Jpel BRIpiMM bBYn and Fd isa VwYmakNwbyeM NR.OZ OWBydIaBBWBINPGXiOdny.Alid"Rn-rat. TECHNICAL BULLETIN April 2010 Bulletin TB-300 Table 28: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (Ibs)nl Connection Name Hanger Wootl Trussi Beam Configuration Type Screw s Length #Screw 2 6 6 8 3-ply 1%" FACE I'1 3'G" 1,600 3,205 4,805 6,410 � TOP I'1 3%" 800 1,600 2,405 3,205 FACE 3'G" - - - - (5'/."Beam) TOP 141 3%" 800 1,600 2.405 3,205 FACET 3% 1.600 3,205 4,805 6,410 (57."Beam) TOP f31 4-ply 1%" 1 FACE Rt 5-,e'L" 1.160 2 320 3 480 4,840 (7"Beam) { � 1. . TOP 1�1 5,6'/." ]]5 1,545 2,320 3,035 FACE 1'1 3% 2,135 4.270 6,410 8,545 2-ply 1e/."+3'/z" 5'l 6'G" 2,320 4,640 6,960 9,280 (7"Beam) TOP of3G" 710 1,425 2,135 2,850 5".6'/." 775 1,545 2,320 3,035 2-ply 314", 1 FACE/ (7"Beam) TOP lal 5',6'/.' 1,160 2,320 3,480 4,640 ( FACE 2-ply 1%1 +3'/:" ill TOP 101 5',6'/.' 1,160 2,320 3,480 4,810 (7"Beam) 1T 2-ply 1'/."+3Y" FACE141 5',1 1.160 2,320 3,480 4,640 (7"Beam) J TOP lal S,6a/.' 1.160 2,320 3,480 4,640 5'/."+1a/." FACE/ (7"Beam) TOP 1'1 " 5-,6°/.- 2,320 4,640 6,960 9,280 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. Page 3 of 8 CONTACT US a 1.888.111i,evill(1.888.453.8368)a www.1t evel.conn AW%nMe-Reuss V-11am.Pxraliarr Tlmaersvxnd and Trus Just am re,marred trxaemarm and Fusels elre]emedr W weyeT -r NR CM0MyienawsxrvR Carni at VftimaenaxI. TECHNICAL BULLETIN April 2010 weye,r ej— Bulletin TB-300 Table 1,2A,2B General Notes • Connections are based on NDS°2005 or manufacturer's code report. • All plies must be the same material and grade. • Values are for 100%duration of load.Increase 15%for snow load or 25%for non-snow roof load conditions, where code allows. • Rotational effects should be considered for 7'wide beams loaded from one side only. • Capacities shown for face mount hanger conditions are based on led common(0.162'x 31/")nails installed in the hanger. Other nails used for face mount hanger installations invalidate the capacities in these tables. • Verify adequacy of beam with all loads applied by using iLevel software or other methods. • See the ii-evel Trus Joists Beams, Heatless,and Columns Specifier's Guide(#TJ-9000)for required connections for uniform side loads. Bolt or Wood Screw Connection Details • '/z'bolts-s/Js'a maximum holes a/a'bolts-1a/r¢"a maximum holes • Lead holes not required for woad screws d j Conc.Load Conc.Load Conc.Load Conc.Load ea sT EE HM E .EQJ E9, NO 2 Fastener 4 Fastener 6 Fastener 8 Fastener Pattern Pattern Pattern Pattern Min.Beam Depth: Min.Beam Depth: Min.Beam Depth: d=7Wfor Y?a bolls d=9'/.'forW a bolls d=11T. for X'o bolls d=9Y.-for-Wa bolls d-14'for'/.'a boXs d=I T for Y.'a bolls 1Gpnq. Load Nailed Connection Detail E a *STAGGER NAILS TO • PREVENT SPLITTING 1 h• 16d Sinker(typ) 9. Typ ( /1•) I (0.148"x3'/.") 6 Nail P r I nJ� I 12 Nail Pattern � 18 Nail Part ern Page 4 of 8 24 Nail Pattern CONTACT US•1.888.iLevelil(1.888.453.83581•www.ILevel.conn Awmm.—II¢rel,KcMlam,Pamillam,T1m�6twd8WTNJaManreMe dbB ftaMFp IsabBOTa,ko Weyand NR.CMOWryYMF NRCpy ,nld"MM TECHNICAL BULLETIN March 2010 Bulletin TB-300 Table 3: Allowable Capacities of 51/." Beams with Bolt Connections Bolt Conn. Beam Depth Dia. Loc. 71/." 91/a" 9%" 111/." 1133/." 14" 16" 18" 20" 24" Max %. <8d 6,235 6,545 6755 9,560 12,345 15,005 Shear >M 10,150 10,500 12,950 13,825 16,809 19,600 (1bs) +/" <5tl 3,995 4,260 6,210 6.940 9,510 12,015 >5tl 8,750 9,100 11,550 12,425 15,400 18,200 v 2 10,605 15,295 15,685 23,905 32,760 42265 4 9,355 13,470 13,730 20,915 28,725 37,250 6 9,350 13,470 13730 20,910 28.725 37,245 s Moment 8 13,510 20,575 28,275 36.685 E (ft-1b) 2 10,600 15,290 15,685 23.900 32,755 42,260 F 4 9.900 14215 14.195 21,490 29.020 37,225 6 29,015 37,220 8 1 1 1 36,655 Max '/:" « 2745 4445 4665 6,240 6,810 8,795 10,690 12,610 14,545 18,440 Shear >Stl 5,235 ],230 7,480 9,225 9,850 11,9]0 13,965 15,960 17,955 21,945 <5d 1455 2,845 3,035 4,425 4,945 6.775 8,560 10.390 12,250 16,W (lbs) /. >5tl 4,240 6.235 6,485 8,230 8.855 10,975 12,970 14.965 16,960 20,950 ® 2 9,960 16,220 17,105 23,990 26,730 36,385 46.670 58,130 70,740 99.375 E �„ 4 9,025 14,305 15,065 21,000 23,385 31,905 41,130 51,535 63.100 89,670 'o Max 6 14,305 15,060 20,995 23,385 31,905 41,125 51,530 63,100 89,670 Moment 9 20,660 23,010 31,405 40,510 50,795 62,250 88590 f (ft-1b) 2 9.950 16,210 17,100 23,985 25,725 36.380 46,665 58,125 70.740 99,370 4 15,145 15,895 21,710 24,030 32,235 41,105 51,120 62,285 88,015 6 32,230 41,100 51,115 62280 88,010 8 1 40,475 50,335 1 61,335 86,745 Max <6tl 4.520 4,745 6,350 6,930 8,950 10,880 12,830 Shear >6tl 7,360 7,615 9.390 10,025 12,180 14,210 16,240 J (Its) <Stl 2.895 3.090 4,505 5,030 6,895 8,710 10,575 y >5tl 6.345 6.600 8.3]5 1 11,165 13,195 15.225 0- 2 18,090 19,080 26,]60 29,815 40,740 52,430 65,495 ® 0 15.960 16,805 23,420 26,085 35,725 46,205 58.065 E Max 6 15,955 16,800 23,420 26,080 35,]25 46,205 58,060 Moment 8 23,045 25,665 35,165 45,510 57,235 2 18,080 19,070 26,755 29,810 40,735 52.425 65,490 4 16.890 17,730 24,215 26,805 36.095 46,180 5],600 6 36,085 46,1]0 57,595 8 45,470 56,715 Table 3 General Notes a Connection location refers to distance from face of hearing to centerline of connection,where d is the beam depth. Less than 5d refers to connecbons located less than fico:times the depth of the beam from the face of bearing. a Shear reduction has been taken in accordance with NDS 3.4.3.3. a All values shown are for 5Y.'widths. Multiply by 1.33 for 7"wide beams. a 91/."and 11 M.."TimberStrande -SL are 1.3E grade,all other depths are 1.55E grade. Page 5 of 8 CONTACT US a 1.888.11-eve1811.888.453.83581•www.ILevel.com AwaramM.a,ILMI,maammm,Vstlmm Tlm[p$traid and Trus x0v are maxerW txamaft B FON Is a mxama 0 Weyerixusar NR.0 2010 wgBilWUaerNRCamaem,All ngma r asmacl isTECHNICAL BULLETIN March 2010 _ Bulletin TB-300 Connection Design Example Given the floor framing shown below,specify the necessary connections for the a 3-ply Microllame LVL beam supporting a 2-ply Microllame LVL beam on one side and floor joists from the other side. The floorjo'sts apply a 500 pit load to the side of the beam while the 2-ply beam reaction is 5,000 lbs. See the following page for the solution. i Brg. (TYPJ I Additional / 3-1'/." x 14" Microllarn LVL Beam, Flush _ Connection Required for Concentrated Face Mount Hanger with 5,000 lbs Reaction Load ----------------------------- 2- roll z 14' 14"Floor Joists 24"o.c., Typ. '. Microllam LVLT � Beam, Flush E 4'-0" 3 � Partial Framing Plan Page 6 of 8 CONTACT US•1.888JLevel8(1.888.453.83581•www.iLevsl.com AwgMi•sm,ILeM,MUNIMG621aMTiiNN51 iss!TNS JpelY9egiUM Wi*mMeendFp191seVg &Vwye aeuserNR.C2010Wey mssrNRCpryYry.AlfipMFle•1 N. TECHNICAL BULLETIN March 2010 w Bulletin TB-300 Solution: • Use the ii-evel Trus Joists Beams, Headers,and Columns Specifter's Guide(#TJ-9000)to select a connection for the uniform loading.Multiple options exist that meets or exceed the 500 pit requirement: — 2 rows of%"diameter bolts at 16"on-center(570 plf) — 2 rows of USP WS35 wood screws at 16"on-cemar(540 plf)on each side of beam — 2 rows of SDS W x 3%"at 24"oncenter(510 pit)on each side of beam — 2 rows of 5"TrussLok wood screws at 24"on-center(500 plf) • Determine what additional connection is needed for the concentrated load using the information in this Technical Bulletin: 1. Using Table 1,2A or 2B of this bulletin, locate the section fora 3-ply 1M.."member and face mount hanger. Again,multiple options exist that exceed the 5,000 Ib load requirement: — Y."diameter bolts in a 6-bolt connection(6,300 Il — 15d(0.148"x 3a/.")sinker nails in an 18-nail connection(6,370 Il — 3%`WS wood screws in an"crew connection(5,740 lbs) — 3W SDS wood screws in a 6-screw connection(6,120 lbs) — 3•/a"TrussLok wood screws in an 8-screw connection(6,410 Itil Note that the allowable applied concentrated bad is dependent upon the type of hanger used and 161 common nails must be used for face mount hanger installafton to achieve the capacities shown. 2. If the bolted connection option is chosen,the 3-ply beam must be checked for the effect of the bolt holes from the 6-bolt connection. This task may be accomplished by utilizing the location analysis feature in iLevel software. Per the detail on page 4,the bolt holes will be located approximately Vic either side of the concentrated load location. After inputting the span and load information,choose the two locations corresponding to the concentrated load location('q 1'. Upon completion of the analysis,compare the calculated shear and moment for each of the two locations against the reduced allowable shear and moment capacities of the beam for the bolt pattern selected using Table 3 on page 5 of this bulletin. See the Forte software output on the following page for results of this analysis. The 3-Py Microllams LVL beam works for the given loading. Refer to the highlighted values for the results at both bolt locations(Von either side of the load). The highest calculated shear at either location is 6035 lbs. The highest calculated moment is 25,215 ft4bs. The connection is less than 5d(48"<14"'5=70")from the and of the member. From Table 3 of this bulletin,the reduced allowable shear for the 3-ply 14"Microllam®LVL beam with the 6 bolt pattern located less than 5d from the and of the member is 8.795 be while the reduced allowable moment is 31,905 ft-lbs. Therefore,the beam is acceptable with the 6 bolt connection. • Select the preferred options for both the uniform load connection along the length of the beam and the concentrated load connection at the hanger location and specify both on the drawings including information on fastener type,size, spacing and installation pattern as appropriate. Page 7 of 8 CONTACT US•1.888.iLevel811.888.463.83681•caw Xevel.com AWaynMasa.,Rens,Mlutllsry Isamu TYnEx$band sal Jdssae rel saEsmahs and road Is a NR.01010N vssusv NR Cpgsny.All agMs resale!. ��17T_1I TChV \IIf� AI D111 1 CTI \I LM Forte MEMBER REPORT Level,Floor: Flush Beam 3 PIECE(S) 1 314" x 14" 1.9E MicrollarnO LVL PASSED I o M Denemieneare H.1al:Dmwin eGereas Nai Design Results Actual Location Agoered Result LDF STSIxn 7 Floe, Member Reaaion(Ibs) 75%@2- 7809 Passed 197%I W.ber TTrre:FWeh Baem Sbear(Ms) 6637®1'512 13966 Pissal(49%) 10 Building Use:Residential Morena(FtLres) 25215 a I17AF 36387 Pasxtl(69%) ID Building Cade:IBC Live Lmd Dere(n) 8356@T 11 NIT (.189 Pawed(I/4%) Design Methodology:ASD Teal Loan Dei(n) 8456 C T 1 TIT 0 733 Passed(U386) • Cesar4anaiiena:LL(L73601andn(I-2401, • Desyn resuns aswma a Nlty bmaa cmanion wM1ere a6 st be eseWrreagea{tap nes bmom)arepopeM braced to ser ide dinenstabil,. Brady(Lu)bra:Nl is"nips V,ages e r and er sari)m cat be brared rt 13'15ry6'dc unkx deta8e eherwiee_Proper atladtmenl and pozilmag M lateral bracing a requires ro arbkve melMer sub6iry. SupportsTOW kissable Requires Support Rxcdone M) Acressorin Beefing Dearing Bearing DeadlFlocrl Rood Slrow i-SM mall-Spruce Pirre Fir 350' 3.50' 1 340- 1611:59551010 Brecksni) 2-seed wan�Sprure Pere Fir 350' 3W 2.33' 116"1401510)0 inear, Bucking Panek are assuaed la v1ry ro bads applied directty above Mem aM Me NII read is apFliad N the mmtCar being designed. Loads Lessons Tan" Deed Floor Live Roof Live Snow comme. (seen ("W) Inatelrm^.1251 11.1 i-DnNrrr,P5FF) Om151' 1000 J0C J] 00 110 F, 2-%srelb) 4' NIA 1000 =090 0 0 Location Anatyeis saw(ssa) Manent(FI-Ica) canmena Acirel7AgawestLDF Aclueil Albeedl LDF i-3 1 6035/13965)10 1 191861 X387110 ISOLTS LEFT OF HARGER 2-5' 39112569189 1 3:515116387110 BOLTSRIG1fl OFHARGER GarY"SrMxYa(pnala JOG NnIes M3sAM e ^ eaEngine,V4 80 Page I of 1 Page 8 of 8 CONTACT US•1.888.iLeve1811.888.463.83681 a www.iLevel.com Aereperrisees, sm,ircesser Pannier Tenseness and Fare Jon M"nesse tasserearat are Fees is a saneness, WrysNpmaNR02010NY)eln9euWNflCareen,Asrossreserves. EXTERIOR WALLS HELD BA 1/2" FOR SHEATHING 24-11-00 s o o S S 8 8 8 01 02 03 l I Om 01 g 24-11-00 MITEK PLATE APPROVAL #'S 2197.2-2197.4, WEYERF LP Products LVL: FL 15228-R3 I HATCH LEGEND ro ` cc S _ �t �a.E �) 1 - J0t L^ o c ' J02 E 4d . urs eons n n xVi � E w e6 rke nay-j� J03 uxo., � n ms '.bn uWgaao: T01 .i,� oa rz Toz i r03 h E E MeM n y nil h N L•9 Jtlm�y T04 r04 b iQ� m ro u NCSPPI S.=.,,SM GA kr T04 r! a"E 04 s yE o "aoam.nw."a rwa a:66"• B ."r im" m...mw p•9y 04 T04 _ T04 ImEs h.- nMY "vn em.a6n"nel bean lmm ebw.f� span ve.n"i m.�M Men um 6we.ry 1u.rs"me m,e OFFICE CR°m"r,�pm.u...er Le bual"nW eegn 1-1 ...Mam° —......iMm"nma Iml atle.ra was G.mlq Ninwg"v"Ihmumpin nm brenmetl"bB�o, ,d —0pm.m ma.WrM Builders FirstSource DS PHONE: $ 641 45 FAX:SW83S4532 T05 JseiPoanlb PHONE:904 152 6100 FAK 9044-Si21993 02 TwP PHONE:813-6249831 PAX:813-629-MM J01 N N N r 0 0 0 o Habitat for Humanity-Beaches 63 Robert Street 3 bd2ba AUSER PRODUCT #'S 1630.2-1630.10 12129116 —ORB 943615 PI: FL 15401 -R4 N/A N/A 943615 w � H ST. JOHNS RIVER N E E—a o 4 r DSITE DE ELOPMENT PLANS S w LL- _ Z L a a m FOR 0M Z = STANLEY ►- a w ROAD0 w Q LEVY ROAD O O w � Q m E--� SITE LA Q� U Q; w o AC S HABI A � MQ � re) uj W 0- 63ROB]-".,RTS STR T B ULEVARD ►�+ �v 0 ATlANT1C n aq BLVD. VICINITY MAP63 ROBERTS STREET N >n Q � �M U FLORIDAN N ATLANTI BEAD ��- W Q�Z m < CS W xN SHEET INDEX W e- ro o a- ro a W 10 Z n Q SHEET NO. DESCRIPTION Na �m cn 1 COVER SHEET Y 2 EXISTING CONDITIONS AND DEMOLITION PLAN 0 3 SITE LAYOUT AND UTILITY PLAN "a PREPARED FOR. 4 GRADING AND DRAINAGE PLAN Cl 5 CONSTRUCTION DETAILS 6 GENERAL NOTES o a z BEACHES ISA ITAT FOR HUMANITY 7 CONSTRUCTION MANAGEMENT PLAN .� 797 MAYPORT ROAD0 z A ATLANTIC EACH, FLORIDA 32233 x Q x u Q A U SHEET 1 °' � xY A.ABBE� � . r 20 0 10 20 o � SCALE IN FEET nn U O �oT73 ® ° � � LOT 15 MAP SHOWING SURVEY OF f W E 04 z m LOT 14,EXCEPT THE NORTH 140.00 FEET THEREOF,BLOCK 3,DONNER'S Z REPLAY,AS RECORDED IN PLAT BOOK 19,PAGE 16 OF THE CURRENT PUBLIC �' Q W � _ Con �,4 RECORDS OF DUVAL COUNTY,FLORIDA. w o THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE"X"(AREA OUTSIDE 0.2% ~ Lo 0 0 7 ANNUAL CHANCE FLOODPLAIN)AS WELL AS CAN BE DETERMINED FROM THE z S . O SET 1/2 ' IRON FLOOD INSURANCE RATE MAP NUMBER 12031C0352H REVISED JUNE 3,2013 FOR `� r PIPE, LB 3672 DUVAL COUNTY,FLORIDA C)SET 2" IRON 0./ PIPE, LB 367'2 rrgCL ' W a CID D.3 � R �.�J :rte &EW 3€ D0. NOTES: _ �z ,-- - - [---+ 1.THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. e 2.INTERIOR ANGLES PER FIELD SURVEY, _ A:DENOTES 90°00'23" W iLD B:DENOTES 90°02'41" ,; C:DENOTES 89°57'19" ~` 3 }1 SILT FENCE K D:DENOTES 89°59'37" 3.NORTH PROTRACTED FROM PLAT. - N !1 to i " 4.NO BUILDING RESTRICTION LINE AS PER PLAT. M X 5,NO TREES ON THIS LOT, o = 6.BENCHMARK USED:FOUND CONCRETE MONUMENT WI ! 0 o BRASS DISK,N0.Q688.ELEVATION-12.53(NAND 88)- I � co VA ANT 0.2' -- BOATWRIGHT LAND SURVEYORS,inc. Lu w Q z /41r- LOT 14 EXCEPT FOR 1500 ROBERTS DRIVE � - z z T H E N O R T 1 4 0 FEET o JACKSONVILLE BEACH,FLORIDA w a-ro o C7 �' W, Q O 241-8550 z 7 a FILE:2016.14774*)UJ C:> �4; �'N o LLJ LJ iw _ w =.�O z fig c -• C s _ O N .,oseeyw - 00 r- FOUND 1/2" IRON SET 1/2IRON N FOUND 1/2 IRON K. PIPE, LB RO °O PIPE, NO CAP PIPE, NOT LEGIBLE { 50. 00 n `' BLE 1 FOIE 1�1G1T . v EF 49.76 (FIELD) � FORMER CONDITIONS PLAN as Q MAILBOX RISE PHONE (HOUSE AND IMPROVEMENTS HAVE BEEN REMOVED) p z x ua 1 EDGE OF NOT TO SCALE\\�I I I I I/// Q x U Co PAVEMENT - BENCHMARK; SET MAGNAIL & DISK, LB 3672 ELEVATION= 0.09 (NAND 88) �9 1 ��®`� ¢` SHEET 6 o. $ ROBER STREET $n$ 30' PUBLIC RI (M IED)( IED) 4 AMY A.AB1BR� P.)✓. I N( . +819 OFFIC90,12: COPY o y 20 0 10 20 W SCALE IN FEET fx_, I F-4 Q G I J � T LOT 13 Oma L 0 T 15 SITE DATA TABLE: C-' �/ � m RE NUMBER: 172229-0020 co z I E—i 13 ZONING DISTRICT: RESIDENTIAL GENERAL(RG) <Cm''-UN LLINK Fr JCE H REQUIRED PROVIDED A4 o Q sEr 1/2" IRON M a � 5 0 (�� LOT SIZE: 7,504 SF 4,503 SF � �, ,,, SET 112 ' I,RON PIPE, LB 3672 o PIPE, LB 3672ui MINIMUM SETBACKS: W W FRONT 20 FT 22.50 FT i F a SIDE 5 FT 6.00 FT REAR 20 FT 20.50 FT o a , W 6' BUILDING FIRST FLOOR AREA: 1,148 SF .� BUILDING COVERAGE: 1,148 SF 14,305 SF= 26.7% co N IMPERVIOUS AREA: EXISTING: 1,696 SF o r= PROPOSED: 1,811 SF00 U o NET NEW AREA: 115 SF cncq PROPOSED = _ 1 STORY BUILDING C� o o � w m�o Q y 9 IMPERVIOUS COVERAGE: 50/0 40.2/o N Q N 3 BEDROOMS O w Z o iR° 63 ROBERTS STREET _ a Lu k 4 Qc o z z I Q o C) CL N o p ° caC3co r I Q C W Y�U 51 5' o .. 4W, I CONSTRUCT NEW 4"PVC LATERAL SERVICE, ='z CONNNECT TO EXISTING SEWER SERVICE, CONCRETE DRIVEWAY CLEANOUTS AT STREET RNV AND BUILDING. NOTES: d O N ° G . $ Q CONNECT TO EXISTING WATER SERVICE. 1. DEVELOPER TO PULL PERMITS. 037FOUND 1 2" IRON ° N v, FOUND 112" IRON / SET 1/2 IRON-- PIPE, NOT LEGIBLE 2. REFER TO ARCHITECTURAL PLAN FOR EXACT PIPE, LB 3672 a PIPE, NO CAP _ BUILDING LAYOUT. CABLE 11t 50 DO a D. 0 0 - � 3. COORDINATE WITH PLUMBING PLANS FOR �. ER POLE VVI LBGHx o a ' ISE Mrr-Tr 49.76 (FIELD) as Q °1C' E6.`: 1 UTILITY CONNECTION POINTS. z w EDGE OF z w PAVEMENT Q A U � BENCHMARK: SET MAGNAIL & DISK, LB 3672 ro. SHEET ELEVATION=10.09 (NAVD 88) ®® -7 v ROBERT STREET 30' PUBLIC RIGHT-OF-WAY (PAVED) GAki ABBEY'"px. REG.NO.5C� ' a m y'` VAL .,;� o y 20 0 10 20 W SCALE IN FEET N cn Q H o �► LL- OT <C LOT 15 LOT 13 a w z m = a/ w Q QU�{ Lei m MAN' LiNX FEENCE U- I1112" ~ o �O. OO ' SET IRON Q; w o SET /2" IRON PIPE, LS 3672 � � � a ►—+ F . PIPE, LB 3672 Anuj - a. �,� w X 10.6El 10.6 SILT FENCE v N x a 00 cqN PROPOSED -- a � ti W Q .Z 1 STORY BUILDING Q m�o 10.50 3 BEDROOMS Q .is W o 63 ROBERTS STREET o � a4 o s z n Q 0 FFE 11.30 Q " N o ! 'S W A'x 10.6 !!d �U 10.6 M w U= Cr CL C) da 00 Q G &� _ _ � � N �. a 10.$4 �, FOUND 1 PI Pt, NO S/2" IRON FOUND 1/2as IRON SET 1/2 IR N �. 10.10 6f PIPE, NOT LEGIBLE AP PIPE, LB 36 2 — — 41000 Po "' L RISC Q \5O. O O CARL E3 Lj POLE t4.// Li-2HTE F 49.76' FIELD � PHONE:' RISER- C6 :A EDGE OF PAVEMENT �� a &fig kG o Q MAGNAfL & DISK, LB 3672 A BENCHMARK: SET ELEVATION=10.09 (NAND 88) ® SHEET TREAT ROBERT S 4 � R 30' PUBLIC RIGHT-OF-WAY (PAVED) t-A F. EYE I I is a , , W I Bc+18"MAX. Bc+18"MAX. COMPACTED R/W LINE Bc+12"MIN.CURB COMPACTED WATER MAIN Bc+12"MIN. BACKFILL j PROPERTY UNE PAVEMENT METER BOX&COVER BACKFILL �.n SIZE VARIES ROADWAY TO R/W LIE VARIES METER BOX PROVIDED AND SHEETING SHEETING t2" Q I (IN ED BY CONTRACTOR VARIES BORE AND JACK UNDER B STOP AND METER z CURB STOP ECfFJCATfONS AND a JOINT CONNECTION TO BE 12" 1--•� PAVED ROADWAY AND CURB 1-1/2"x3/4" R RDS m z CORPORATION STOP MADE BY CITY OR J f 1'SCH. 40 PVC 3t� METER PLUMBER IF APPROVEDROADWAY WIDTH VARIES SERVICE PIPING z10"MIN.- _ 1/4"Bcr4"MIN. p i;-1 2'GATE VALVE oUNDISTllRBED SOIL5'TYP. U. WATER SERVICE LINE,LENGTH VARIES COMPACTED If w PROPERTY LINE 22.5' + SHAPED BOTTOM GRANULAR ® m Q SET METER ON UNDISTURBED OR COMPACTED SOIL SUITABLE UNDIST- MATERIAL /2"SCH. 40 PVC 2"xt-1/2' RED. URBED SOIL 0.5 Bc U ~ �J SERVICE PIPING DISTRIBUTION MAIN t._ .J F-' m F-1 6'MAX 2'TEE, SCH. LOCATION OF MAIN MAY VARY,ADJUST CONSTRUCTION TO SUIT CONDITIONS. HALF SECTION HALF SECTION HALF SECTION HALF SECTION 0 = O SERVICE TEE TAPPING CONTRACTOR TO SLEEVE OR TAPPED 1-1/2'SWING OINTS I CONNECT TO NOTES: SHEETED TRENCH UNSHEETED TRENCH SHEETED TRENCH UNSHEETED TRENCH , a � f..� PRIVATE SERVICE 1.METER TO BE LOCATED AS SHOWN IN PLAN VIEW,PLATE NO. 7 = H COUPLING, SIZED FOR MAIN 30' SCH. PVC I WITH NECESSARY TYPE I TYPE � U TWO EACH COUPLINGS, FITTINGS 2. SEE PLATE NO. 7 FOR FITTINGS AND CONNECTION INFORMATION. SHAPED BOTTOM W/ COMPACTED GRANUALAR BEDDING W AT R/W LINE TAMPED BACKFILL 3. METER BOXES TO BE PROVIDED&SET BY CONTRACTOR. METER m F+�1 BOXES TO BE DOUBLE WALL PLASTIC w/TOL,CH-READ LID. CLASS 1B1 BEDDING DETAIL �' 1�� O 4.CONNECTION TO BE MADE BY CONTRACTOR OR PLUMBER&MUST PLAN VIEW — DOUBLE DOM TIC SERVICE BE INSPECTED BY CITY ~VX NOT TO SCALE � m � Z NOTE WATER METER DETAIL Q O 1. FOR WATER SERVICE TO OTHER SIDE, USE SIMILP METHODS AND MATERIALS. Eli d U 2. NO CONNECTION TO EXISTING POTABLE SYSTEM HALL BE ALLOWED UNTIL NOT TO SCALE OPTIONAL POST POSITIONS M+4 ALL NEW WATER LINES HAVE BEEN TESTED, DIS NFECTED AND CLEARED FOR USE. 3. IF SIDEWALK IS BUILT AT RIGHT-OF-WAY LINE, INSTALL METER BOXES JUST OUTSIDE �+--� PRINCIPLE POST POSITION RIGHT-OF-WAY LINE TOWARD HOUSE COUNTER 20°TOWARD FLOW WATER SYSTEM T YPICAL DETAILS NOT TO SCALE Zo° W DOUBLE STRAP BRONZE WATER SERVICE LINE NOT TO SCALE SERVICE SADDLE (—I / FILTER FABRIC / SILT FLOW WATER MAIN I l SILT FLOW `a co N 04 USE LONG RADIUS asp B CONSTRUCT I' a M STANDARD ✓e CLEAN-OUT x SANITARY SEWER NOT& FOR DOUBLE WYE, USE NECESSARY G3 N N MAIN AND BENDS TO ALIGN WITH ElaST. LA O POST(2"X 4"OR 2 10 MIN.DIA. v rn z deg. WOOD-STEEL 1.33 6 MtJC m X Q L R. BEND I P CORPORATION STOP FB1600 FORD LBS/FT.MIN) Z z u-E EKQ OR APPROVED EQUAL, SIZELINE CONFORMING TO SERVICE LINE ,,, WATER SERVICE TAPPING DETAIL " N o 8" SERVICE INSTALL ST ARD PIPE, ALIGNEDSEW.R WYE; PROPERTY LINE W/o- PLUG AT END. 0 W w o I I o v H 45 deg NOT TO SCALE Iv I Idam WIVE o Y O _ CONSTRUCT uj DOUBLE WYE PLN STANDARD — — — — — — CLEAN-OUT u LT _ RTW LINE FILTER FABRIC(IN a CONFORMANCE WITH O INSTALL CLEANOUT,SEE DETAIL 6.WIDE XTTHK BROOKS 1-RT SERIES SEC.985 FDOT SPEC.) N EXIST. AND FINISH GRADE CONC.COLLAR SLOPE BOX WITH C.I.COVER IDFWALK 4-SIDESLABELED"SEWER" SANITARY SEWER_rEmv4miw" - / FINISHED GRADE TYPE III SILT FENCE DETAIL � z DITCH SERVICE DITCH 6"SERVICE PIPE NOT TO SCALE BANK W/ftISER BANK rcLR Mm OF AS NECES ARY 1.0 9L MIN. SLOPE _ STD.CLEANOUT COVER LOUo WI THREADED PLUG y. W PORTLAND CEMENT SEE WRENCH DETAILS FOR BEDDING z z o 1"CONCRETE 6" W Q AND COMPACTION STOPPER OR CONCRETE,3000 PSI 0 ,� W CONNECTION NOTES: TO EXIST. LATERAL STANDARD 6"P.V.C.45'EL. 1. CONTRACTOR SHALL PROVIDE AN ADEQUATE SUPPLY OF BENDS AND Ft NGS TO MEET VARYING FIELD CONDITIONS PVC SEWER Fa�'9 Q Q U r/1 2. PROVIDE APPROVED MARKING POST, STOPPER OR HOUSE CONNECTION WITH APPROVED TRANSITION COUPLING. WYE,6'X6 CONNGS(ORPLUGWITHSTOECT TO EXIST.SERVICE WITHNECESSARY � � �, FITTINGS(OR PLUG WITH STOPPER FOR FUTURE T `��' �s�' � f� � 3. LENGTH OF SERVICE PIPE VARIES AT EACH SERVICE CONNECTION AND SHEET ALL BE PROVIDED AS REQUIRED, CONNECTION IF NONE EXIST) ^Im ®`®„ s, TERMINATE SERVICE AT LOCATION DIRECTED BY THE ENGINEER. t i 4. IF SIDEWALK IS BUILT AT RIGHT-OF-WAY LINE, INSTALL CLEANOUTS JUT OUTSIDE RIGHT-OF-WAY 6"PVC ss ®°a 12"STABILIZED UNE TOWARD HOUSE SUBBASE,LBR 40 a SECTION UNDISTURBED SOIL _ c — SANITARY SERVICE C NNECTIONS CLEANOUT DETAIL CONCRETE PAVEMENT SECTION a � s a T1 e NOT TO SCALE NOT TO SCALE NOT TO SCALE �A ABBEY,P P g s a , d , RI I =4*, OEM y 24. MAINTENANCE OF TRAFFIC SHALL CONFORM TO F.D.O.T.STANDARD INDEX 600,LATEST EDITION. ' GENERAL NOTES: 25. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH F.D.O.T.STANDARD INDEXES 11860,17346,AND 17352. p�w 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS OF CITY OF AT TIC BEACH STANDARDS,(LATEST REVISION)AND ALL CURRENT CITY STANDARD DETAILS.THE WORK SHALL ALSO BE PERFORMED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE GEOTEC NICAL INVESTIGATION REPORT PROVIDED BY OWNER,IF MORE STRINGENT THAN CITY OF ATLANTIC BEACH 26. ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED ROADWAYISITE DEVELOPMENT SHALL BE REMOVED BY THE CONTRACTOR UTILIZING THE HYDRO-BLASTING METHOD. E REQUIREMENTS. 27. ALL PAVEMENT STRIPING SHALL BE THERMOPLASTIC(LEAD-FREE)IN ACCORDANCE WITH CITY OF ATLANTIC BEACH STANDARDS. � _o 2. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER.ALL SAFETY RULES AND GUIDELINES OF O.S.H.A.SHALL BE FOLLOWED.THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES OF HIS EMPLOYEES,AND Of ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF THIS PROJECT.ALL COSTS ASSOCIA TED WITH COMPLYING WITH O.S.H.A.REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED28. CITY OF ATLANTIC BEACH REVIEW INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO ALL NECESSARY SITE WORK INSPECTIONS AND 5 DAYS PRIOR TO FINAL INSPECTION. 0 m_ IN THE CONTRACTORS BID. f"MW�-� ccon T n F+i W 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING THE BID FOR THE P RPOSE OF FAMIUARIZING HIMSELF WITH THE NATURE AND THE EXTENT OF THE WORK AND LOCAL CONDITIONS, U 00 EITHER SURFACE OR SUB-SURFACE,WHICH MAY AFFECT THE WORK TO BE PERFORMED,AND THE EQUIPMENT,U BOR AND MATERIALS REQUIRED.FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER THIS CONTRACT.THE CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS ALC NG THE ROUTE OF THE PROJECT TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION,AND TO AID IN �/ Q RESOLVING POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR DUE TO THE CONSTRUCTION OF THE PROJECT. GENERAL NOTES FOR WATER AND SEWER INSTALLATION: c'n z < 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION OR ACQUIRE AN Y GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF UNSUITABLE MATERIAL THAT WILL �- 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES AND FOR DAMAGE TO EXISTING UTILITIES CAUSED BY HIS Q w REQUIRE REMOVAL AND/OR TO ESTIMATE THE AMOUNT OF OFF SITE BORROW THAT WILL BE REQUIRED. OPERATION.CALL UTILITY CONTACTS AND SUNSHINE STATE ONE-GALL SERVICE(8004324770)48 HOURS IN ADVANCE OF WORK. 5. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER AND THE CITY 0 ATLANTIC BEACH FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER AND THE CITY OF 2 THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF WITH JOB SITE CONDITIONS. m ATLANTIC BEACH. ~ ATWR►CHT LAND SURVEYORS INC.,FILE NUMBER 3. CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL TESTING AS REQUIRED IN THE CITY OF ATLANTIC BEACH AND/OR JEA SPECIFICATIONS PERTAINING TO THE JOB. ►� cN co w 6, ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988(N.A.V.D.)UNITED STATES COASTAL AN GEODETIC SURVEY(U.S.C.&G.S.),AS DETERMINED BY BO F- 2016-1477,DATED DECEMBER 14,2016. 4. ALL WATER AND SEWER WORK SHALL BE AS PER CITY OF ATLANTIC BEACH STANDARDS AND SPECIFICATIONS UNLESS SHOWN OTHERWISE.THE CITY OF ATLANTIC uj R HT LAND SURVEYORS INC.FILE NUMBER 1fr1477,DATED DECEMBER 14,2016. BEACH REFERENCES JEA SPECIFICATIONS WITH EXCEPTIONS AS SHOWN ON THE PLANS,OR IN THE NOTES. 7. FOR BOUNDARY INFORMATION,SEE SURVEY PREPARED BY BOATW IG cr 0- 5. UTILITY CONTRACTOR SHALL NOT COMMENCE WORK WITHOUT PRIOR NOTICE TO THE CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT(247-5834).TWO DAYS con rr) w 8. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM MATERIAL TESTI 4G AND SOIL TESTING IN ACCORDANCE WITH CITY OF ATLANTIC BEACH REQUIREMENTS.THIS SHALL INCLUDENOTIFICATION IS REQUIRED BEFORE ANY LINES ARE CONNECTED TO THE EXISTING UTILITY SYSTEM. w c� DENSITY TESTS IN ALL PAVEMENT AREAS AND IN ALL UTILITY TRENCHES LOCATED IN PAVEMENT AREAS CONCRE E TESTING AND ALL OTHER MATERIAL TESTING.PRIOR TO LIMEROCK PLACEMENT,THE PROJECT GEOTECHNICAL ENGINEER SHALL MAKE RECOMMENDATION FOR UNDERDRAIN PLACEMENT. 6. ALL WATER MAINS SHALL HAVE A MINIMUM OF 30"COVER FROM FINISHED GRADE IN UNPAVED AREAS AND 36"MINIMUM COVER IN PAVED AREAS.WATER AND SEWER MAINS ARE DESIGNED TO FINISHED GRADE AND SHALL BE PROTECTED FROM DAMAGE UNTIL ALL WORK IS COMPLETED. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSURANCE REQUIRE FOR THE PROJECT INCLUDING CITY OF ATLANTIC BEACH RIGHT-OF-WAY PERMITS FOR WORK IN THE CITY OF 7. HORIZONTAL AND VERTICAL SEPARATION SHALL BE AS SPECIFIED IN CODE 62-555.314(F.A.C.)LOCATION OF PUBLIC WATER SYSTEM MAINS: ATLANTIC BEACH RIGHT-0F-WAY OR EASEMENT. w 14. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY Of ATLANTIC BEACH OR STATE RIGHT-OF-WAY W TH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR. (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS,WASTEWATER OR STORMWATER FORCE MAINS,RECLAIMED WATER PIPELINES,AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. 11. ALL PUBLIC DRAINAGE EASEMENTS SHALL BE"UNOBSTRUCTED"EASEMENTS.ALL"UNOBSTRUCTED"EASEMENT TO BE CLEAR AND DRIVEABLE (A) NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF c0 12. "AS BUILT"DRAWINGS AS BUILTS TO THE CITY OF ATLANTIC BEACH AND THE ST.JOHNS RIVER WATER MANAGE ENT DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED LAND SURVEYOR THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER,STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER N REGULATED UNDER PART III OF CHAPTER 62-610,FA.C. ��.on THEREFORE,IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT WITH A LAND SURVEYOR REGISTE ED IN THE STATE OF FLORIDA FOR THE PREPARATION,FIELD LOCATIONS,CERTIFICATION AND SUBMITTAL OF"AS BUILT"DRAWINGS IN ACCORDANCE WITH CURRENT CITY STANDARDS AND SPECIFICATIONS AND SJRWMD RE ULATIONS.IT IS THE CONTRACTORS RESPONSIBILITY TO PROCESS THE"AS-BUILT"DRAWINGS FOR APPROVAL BY THE CITY OF ATLANTIC BEACH. (B) NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET,AND PREFERABLY TEN ci o FEET,BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM TYPE SANITARY SEWER. N N 13. SUBMITTAL OF AS BUILT SITE SURVEY,INCLUDING BENCHMARKS,IS REQUIRED PRIOR TO SCHEDULING A FINAL INSPECTION Of THE BUILDING BY THE BUILDING DEPARTMENT OR THE FIRE MARSHALL. a M Z (C) NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET,AND PREFERABLY TEN FEET, o 14, THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS.IN THE EVENT 0 ANY CONFLICT WHATSOEVER,THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER PRIOR TO BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE TYPE SANITARY SEWER,WASTEWATER z COX a PROCEEDING WITH CONSTRUCTION. FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610,F.A.C.THE MINIMUM HORIZONTAL SEPARATION z z�E DISTANCE BETWEEN WATER MAINS AND GRAVITY TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS a rno 15. ALL CLEARING AND GRUBBING REQUIRED FOR ALL ROADWAY,UTILITIES,DITCHES,AND BERMS INCLUDED IN THIS PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHT-OF-WAY OR EASEMENTS SHALL BE CONSIDERED AS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. T PART OF THE PROJECT. Z<u i a (D) NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF N o 16. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH CITY OF ATLANTIC BE ACH STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED AND TESTED IN THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED"ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM"AS DEFINED IN SECTION 381.0065(2), o 4 ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. F.S.,AND RULE 64E-6.002,F.A.C. W 0 X a:U 17. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS.IF A MONUMENT IS DISTURBED,THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF RECORD FOR REINSTALLATION OF (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS,WASTEWATER OR STORMWATER FORCE MAINS,AND RECLAIMED uj THE MONUMENT. WATER PIPELINES. _ Co 18. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF SITE BY CONTRACTOR. (A) NEW OR RELOCATED,UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM TYPE SANITARY SEWER OR STORM SEWER SHALL 8E LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES,AND PREFERABLY 12 INCHES ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE cv 19. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR Ut ILESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. OF THE OTHER PIPELINE. HOWEVER,IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (B) NEW OR RELOCATED,UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE TYPE SANITARY SEWER,WASTEWATER OR - Q Z 20. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE C¢7 \ OR BELOW THE OUTSIDE OF THE OTHER PIPELINE.HOWEVER,IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 21. BURNING OF TREES,BRUSH AND OTHER MATERIAL SHALL BE APPROVED,PERMITTED AND COORDINATED WITH C ITY OF ATLANTIC BEACH FIRE MARSHALL (C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS(A)AND(B)ABOVE,ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE .. 22. ROADWAY UNDER DRAINS SHALL BE AS REQUIRED ON THE PLANS ORAS MAYBE DETERMINED NECESSARY BY TI IE GEOTECHNICAL ENGINEER DURING CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF HIGH OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE.ALTERNATIVELY,AT SUCH CROSSINGS,THE PIPES SHALL GROUND WATER CONDITIONS ARE PRESENT DURING THE PREPARATION OF THE ROADWAY SUB-BASE. BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS,STORM SEWERS, STORMWATER FORCE MAINS,OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610,F.A.C.,AND AT LEAST SIX FEET G4 D 23. PROVIDE CONTRACTION JOINTS AT 6'O.C.AND EXPANSION JOINTS AT 24'O.C.ON ALL EXTERIOR SIDEWALKS AND CURBING. FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS,WASTEWATER FORCE MAINS,OR PIPELINES CONVEYING RECLAIMED WATER NOT d Z x W REGULATED UNDER PART III OF CHAPTER 62-610,F.A.C. z ¢ � x U p A u N SHEET A GARY t F BES,P E."Y 0'%, 11"RIF6G.NO.56819 o v 20 0 10 20 SCALE IN FEET o m Of W LOT 15 LOT 13 W m c1nI cr m P, 50. 00 ' SET 1/2" IRON Q SET 1,112" IRON 4 PIPE, LB 3672 � PIPE, B 3672 .�� u gyr: y4 CONSTRUCTION POD(8'X 6) O SILT FENCE DUMPSTER(8'X 6') M X ¢ po d N 00 N PROPOSED Q ( 1 STORY BUILDING Cfl I _/10.50\\ 3 BEDROOMS Q C7 W Q N w P_ r7 O Q 63 ROBERTS STREET I O a W^� a Qa z i a Q FFE 11.30 Q �' N o R x 10.6 o a 10.6 "vU Li Z PORT-O-LET "a a N 1 00 ¢ O ` `` FOUND 1 2" IRON o o a ¢ 10.80 �, FOUND 1/2 IRON SET 112" IRO 4 y 10.10 PIPE, NOT LEGIBLE PIPE, LB 367 PIPE, NO CAP _ v — — — �- a 50. 00 ' .. �o. O0 ' F LE v,-,ArERLE LIG 4 aRISER _:R 49.76' (FIELD) PHOI'�F: PIER—" z W EDGE OF x w PAVEMENT ,y�� CONSTRUCTION PARKING SHALL BE ALONG ROBERTS �� _ 9 P �' A Q STREET. REPAIR AND RE-GRASS RIGHT OF WAY TO SHEET ORIGINAL CONDITION . 5 1+ 3 6 4b 8 z7 ROBERT STREET ,, tl' II 30' PUBLIC RIGHT-OF-WAY (PAVED) YAP ® �f G� 9 i PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT CONTACTS DRAWING INDEX PROJECT OWNER: ARCHITECTURAL DRAWINGS BEACHES HABITAT FOR HUMANITY 797 MAYPORT ROAD A-001 TITLE SHEET AND CONTACT INFORMATION ATLANTIC BEACH, FL 32233 A-101 FLOOR PLAN AND FOUNDATION PLAN 904-241 -1222 A-102 DETAILS AND ROOF PLAN A-103 ELECTRICAL LAYOUT PLAN A-200 EXTERIOR ELEVATIONS ARCHITECT: +� 1 JULIANNE N. OVERBY, RA 2452 PULLIAN STREET JACKSONVILLE BCH, FL 322500 jnoverby@att.net 904-704-8628 ph63 ROBERT STREET BEACHES ATLANTIC BEACH FL 32233 HABITAT FOR HUMANITY , 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 ARCHITECT: 3 BEDR(POM DETAICHED SINGLE FAMILY Julianne N. Overby, RA Architectural and Interior Design 1 TORY, 3 BEDROOM, 2 BATH Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: inovexUy@att.net FL.Aa.00i-oeo.FL,h)-4621 'O A H 0 v v o PERMIT SET 0 a DAT ISSUED: DECEMBER 6, 2016MN W o F- N D z WC c aJ -� U � 6L °v BUILDING CODE CODE SUMMARY 0� W � _ Y � CODE ENFORCEMENT JURISDICTION: � Q0 0 Q CITY OF ATLANTIC BEACH W a a ZONING CODE: THE PROPOSED STRUCTURE COMPLIES WITH m m D o THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR Q U W RESIDENTIAL DISTRICTS, INCLUDING MAXIMUM BUILDING $ o HEIGHT OF THIRTY FIVE FEET (35'-0"). � a 0 a ZONING CLASSIFICATION: RM H Q WIND ZONE: 130 MPH (WIND-BORNE DEBRIS) PROJECT TYPE: SINGLE FAMILY 3/2 FLORIDA BUILDING CODE - 5TH EDITION DATE ISSUED: DECEMBER 6, Zoos NATIONAL ELECTRICAL CODE: 2008 EDITION REVISIONS: FLORIDA FIRE PREVENTION CODE: 2007 EDITION OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: TYPE V-B (WOOD FRAME) SPRINKLED: NO SHEET TITLE FIRE DISTRICT: NO OFFICE COPY TITLE SHEET BUILDING HEIGHT- AND APPROXIMATE HEIGHT AEG: 14'-0" REVIEWED FOR CODE COMPLIANCE SITE PLAN MEAN ROOF HEIGHT: 11 '-4" sE P PETY OF RMITS ORAiDDiTBEACH REQUIREMENTS AND CONDITIONS BUILDING AREA- R�neweosY:_�oa�: 2�7 r7 SHEET NUMBER TOTAL A/C: 15 123 SQ FT. GARAGE: NIA LANAI: N/A A�OO LOT AREA: '� THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. ENTRY / PORCH: 165 SQ FT. BUILDING COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC STORAGE: 25 SQ FT. 2004 - 704.4 TOTAL UNDER ROOF: 1 ,313 SQ FT. PERMIT SET lonaoad IdNoileonag NsAaalnd Nd AS a3onaoad PRODUCED BY AN AUTODESK EDUCATIONAL, PRODUCT 3 che$. 25'®4f9 25f_09! 1 1 '-94" 2 —$ 10!-6 f 9! ff 3!_0!f 10!_099 69_6!9 12'-0f! 6!_6f! ABBREVIATIONS ABV ABOVE C AC AIR CONDITIONER A/C BEACH o q AFF ABOVE FINISHED FLOOR I ® AHU AIR HANDLER UNIT Hg EGRESS SH COMP EGRESS SH _jCABS CABINETS 3052 TEMPERED 3052 TEMPERED IHABITAT �R - H B � CLNG CEILING � COL COLUMN HUMANITY DR DOOR 797 MAYPORT ROAD ------ ----------------------------------- DW DISHWASHER cnl co ® ATLANTIC BEACH, FL 32233 s ______ FLR FLOOR co P ; FP FIREPLACE r 0 �n (904) 241-1222 FAX. (904)241-4310 s GLS GLASS I B E D R M r ! HB HOSE BIB �`- MC MEDICINE CABINET I 8' CLNG � ARCHITECT: MIR MIRROR �, OWNERS NERS MTL METAL 9 ff f !! 5 -9 2 -12 3 -112 I r OHC OVERHEAD CABS ! Cn 00 8' CLNG Julianne N. Overby, P OPNG OPENING 16 OPT OPTIONAL a0 Architectural and Interior Design R&S CLOTHES ROD and SHELF o e 0 t-- Julianne N. Overby, R.A. REF REFRIGERATOR P i Sp SMOKE DETECTOR 2452 Pullian Street 4068 (1)SH I SGp SLIDING GLASS DOOR o0 9f r Jacksonville Beach, Florida 32250 3'-0 i r SH (2) SHELVES (QUANITY) R&S 54 g —3- r 3" 904-704-5625 a I VOL VOLUME 2068 4 4 Email: jnoverby@att.net i WC WATER CLOSET 3» ! 1!! 0 FL.AR-0017060 FL.ID-4621 -_-_- - i ; WD WOOD _04 5 ®8q' 3068 ® 7�0 - i WH WATER HEATER 0 !_Of! i %o ELE (WHC. BATH 0 i ANE ' = nLd n 0 ' I 5068 La o M< 8 CLNG v) o n 0 o r BLOCKING NOTES) � o �*� � VINYL 0 00 i ; DRY �j c_- '� ® w oo ` I P INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR (2)S ES ro AHU � � J i I i INSTALLATION. 2 X 6 BLOCKING TO BE LOCATED 1T E::] r P o 36 CENTERED ABOVE FINISHED FLOOR. Z � STORAGE R&S I� M n ' SLOPE M I 0 WAL C 0 � �-- i ; L2868 8' CLNG I (3)SH Q � � i— L-------- , P 00 � I 0 dLim LLj LL 4068 .- .� Cn 3� ® o w �o`b BATH T _ ,x o z I T 11.! r I �O 3068 8' CLNG 'M O M P W IW- VINYL "Id- r t P I r w � i � wO row ® W "i LEC _, i� E �, '�' I OHC 0 OHC I 0 FOUNDATION BEDRM REF W z 8' CLNG r r r 4" INDICATES A STEP-DOWN OR RECESS IN W/ H00 10 Li � a I CONCRETE SLAB W/ MINIMUM DISTANCE �00 ,� o w � A-4 �..v °0 I i DENOTED I A -S KITCHEN 1 v, o a W i i 8' CLNG in w c� n U I P � VINYL �-- INDICATES SLOPED CONCRETE SLAB SLOPE 1/8" PER FOOT (MIN) 4 EEI 1 ao FM C) o®o (4}SH N ' + w - 2 � w ! 9) k i (n :2 14!_9!! 3$_6$) 10 -9 ` SLAB DOTESJf � ~ 12" W. BAR ! � � w - Uj OVERHANG { 42 r�I�r PROJECT TYPE: SINGLE FAMILY 312 P ' 'n o AFF W/ WALL BELOW w = LIVING RM ►- 1 E : DECEMBER s 2076 1, THE FOUNDATION IS DESIGNED FOR AN ASSUMED Lo 8' CLNG DINING ^0-) DATE ISSU D , i MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. IT 2 rol d- i r i SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO o 8 CLNG REVISIONS: 4 P i VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN I (2)SH HB irJ HB THIS LOADING. (2)2652 I P a! 0 PSI CONCRETE SLAB W 6X6 10/10 WWM 2 FOYE TEMPERS r ---- !� 2� 4 3,00 P t OR 4" 3,000 PSI FIBERMESH CONCRETE SLAB OVER 6 A-3 r i (2)SH V � a I r , ,_______________________®_____� ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, a COMPACTED, TERMITE TREATED SOIL. (TYPICAL) 2 2652 L____________ ___---_______________� , w P TEMPERED r 3. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING !! ,! ff !! 7A 0I DRAWINGS AND 3'—3 3 -0 6 -3 2 -6 3'-11" 3 -0 3 I—VI ____________________-.______-______________J PARTITIONS W/ TRUSS ENGINEERING D �, PROVIDE THICKENED SLAB @ ALL LOCATIONS. 158®0" 10'-0" �I I co SHEET TITLE 15'-0" 10'_611 i o0 4. THE HEIGHT OF ALL STEP---DOWNS SHOWN ON 0 � COVERED ` i DRAWINGS ARE MINIMUMS AND MAY VARY AT tI in 6 PORCH I I R LAN I i I BUILDERS OPTIONS AS REQUIRED BY SITE (� 8 CLNG — - - - - - - - P � CONDITIONS. - - - - - - - - - — L—i 7__ --_--� �- IBEAIvT— BEAIvT- ,- — — — ® ------ ----------------------- L----------------------- BE�� _- — — AND __ L------------------- 5. VERIFY LOCATION OF ALL PIPING AND CONDUITS — — — — — — — — — REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR ALL 9'_4" 4X4 PT FOUND'ATION 26'--0" PLUMBING FIXTURE LOCATIONS) 9'-4,f 25'-0" POST (TYP.) PLAN SHEET NUMBER OFFICE COPY2 FOUNDATIOIN PLAIN FLOOR PLAN 2 1 4 04 ' 1 --- NOTE: ROOF TPUSS ENGINEERING NOT AVAILABLE PRIOR TO ISSUANCE OF THESE CONSTRUCTION DOCUMENTS. VERIFY INTERIOR ROOF TRUSS BEARING WITH ROOF TRUSS Hal)lta Jffi&�aw ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. PERMIT SET .Loll®O 1`dNOiivon(n NS3® inV NdASciaon(]ONd PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT I Beo, I I C FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVERI.ta. I 7/16" OSB OVER (PROVIDE ADDITIONAL 15# FELT LAYER @a 2:12 SLOPE ROOF) for Hia .11 F11% E A T PRE—ENGINEERED ROOF TRUSSES I — SEE STRUCTURALTOTAL LIVING: 1123 SQ. FT. ROOF SLOPE 12 ��AC�:E� i INSULATION BAFFLES BETWEEN VARIES STORAGE 25 SQ. FT. '� __ ' 3=' HABITAT FOR EACH TRUSS 1 —3 SEE ROOF PORCH 165 SQ. FT. 34 4 L. HURRICANE CLIP @ EACH TRUSS PLAN TOTAL UNDER ROOF: 1313 SQ. FT. HUMANITY — SEE STRUCTURAL DRAWINGS I 797 IUTAYPORT ROAD :IRE BLOCKING BETWEEN TRUSSES ATLANTIC BEACH, FL 32233 4 WITH 2 INCH NOMINAL LUMBER " " (904) 241-1222 FAX. (904)241-4310 FROM TOPE PLATE TO UNDERSIDE p4 4 F ROOF DECKING. SLOPE CUT THE ARCHITECT: TOP OF THE BLOCKING TO MATCH 'HE ROOF SLOPE. SEAL VOIDS AND NETRATIONS WITH FIRE CAULK AS Julianne N. Overby, RA REQUIRED BY CODE. s Q �Q Archlteeturaland Interior Design ( �2 2x PLATES — SEE STRUCTURAL " t Julianne N. Overby, R.A. I -- - 24.52 Pulliam Street METAL DRIP EDGE OVER METAL Jacksorwille Beach, Florida 32250 WRAPPED 2x6 FASCIA _ R-30 MIN. BLOWN IN X04-7�)4- c28 VENTED VINYL SOFFIT - �� INSULATION �� 4 TYP. yap I-;mall: noverb a att-net F FL. FL.ID-1621 INSTALLED PER 1/2" GYPSUM WALL BOARD. MUD MANUFACTURERS SPEC. AND TAPE ALL JOINTS AND ® VINYL "F" CHANNEL FASTENER HOLES. SAND ALL n w SURFACES FLUSH. rn C- R-19 BATT INSULATION J oo � z HURRICANE ROD SYSTEM n j ® LIJ SEE STRUCTURAL DRAWINGS FM > 3FFIT IL - Uj j O ® A-102 SCALE: 394" = 1'-0" um W LJ_ M 3: ;K W �' M 0 0 O ,. C D 0 PITCH PITCHW Uj — > Q SOFFIT DETAIL MZ SEE 3/A-102 ® 03 r CID 0D af .� 1 4 U DOUBLE 2X6 TOP PLATE a z C CL wSTEPS: ,_ 2X6 STUDS @ 16 O.C.1. IN WATER SHEDDING FASHION, STARTING Wf R-13 BATT INSULATION AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. WINDOW INSTALLATION (METHOD A-1) FM 2. APPLY SILL FLASHING WEATHER RESISTANT BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. Lei 3. APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN SEAL THE WINDOW FRAME TO CD �- HEAD SCREWS TO FACILITATE INSPECTION. OPENING. APPLY A 16" NOM. SECTION A z Z DIA. TO THE BACKSIDE THROUGH WINDOW JAMB Ld 4. APPLY BEAD OF SEALANT AT SIDE (INTERIOR) OF THE WINDOW > JAMBS, EXTEND 8 Xz" FLANGE, IN LINE WITH ANY SEALANT BEAD PRE-PUNCHED HOLES OR BEHIND MOUNTING m W 5. APPLY JAMB FLASHING SLOTS. FLANGE In n 8. APPLY BEAD OF SEALANT AT HEAD 5. JAMB FLASHING VINYL LAP SIDING OVER 00 _ PROJECT TYPE: SINGLE FAMILY 392 7. APPLY HEAD FLASHING APPLY CONT. SEAL TO THE TYVEK HOMEWRAP MOUNTING FLANGES AT THE TOP I- 8. REMOVE PREVIOUSLY APPLIED TAPE, (HEAD) AND SHOES (JAMBS) OF C 6+ ALLOWING wRB TO LAY FLAT OVER HEAD WINDOW. EXTEND SEALANT AT - - - - L- DATE ISSUED: D E\.+E M B E R 6, 2016 FLASHING. APPLY NEW SHEATHING TAPE JAMBS 81¢ABOVE THE R0. AT -�'- OVER DIAGONAL CUT - SEE DIAGRAM. HEAD. EMBED JAMB FLASHING \ R p INTO SEALANT AND FASTEN IN (� EV I S S I®N PLACE. (FLASHING GOES OVER SEALANT BEAD BETWEEN SEALANT) FLASHING AND I MOUNTING FLANGE 00 SEALANT 8ySECURE WRB AT HEAD " r 5. JAMB FLASHING 2"x6" P.T. BOTTOM PLATE W/ 1/2"x`10" EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. ANCHOR BOLT @ 24" O.C. ABOVE ROUGH OPENING AT FLASHING AT HEAD EXTENDS 1" SHEET TITLE EXTEND JAMB FLASHING ah" ,\ HEAD. TUCK TOP OF JAMB BEYOND JAMB FLASHING. FLASHING LINER THE FLAP OF WRB AT THE HEAD. SEE FINISHED FLOOR DIAGRAM. DETAILS Z HEED FLASHING INTERIOR VIEW: 4 ° .4 d EMBED BOTTOM OF THE HEAD TOP LEFT CORNER OF WINDOW AND FLASHING AGAINST THE GRAD E ® PREVIOUSLY APPLIED SEALANT SEE FOUNDATION 4.1. 162-6p) (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND DETAILS FOR ' K) ° F— C` 017 PLAN EACH JAMB FLASHING. FASTEN IN SEALANT PLACE. 9" ACTUAL SIZES RA)IN, r I � CUT LINE /• SILL FLASHING NOTE: s h. ALL STRUCTURAL SIZES TO BE VERIFIED WITH LICENSED ! ! / SHIM AND ADJUST WINDOW TO r r / ACHIEVE SQUARE, PLUMB, AND STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. -4_, SHEET NUMBER / LEVEL CONDITION. USE CORROSION1 -3 1 -3 RESISTANT FASTENERS. FASTEN THESE WALL SECTIONS SHOWN FOR DESIGN INTENT. +urATHER RESISTANT_BARRIER WINDOWS PER WINDOW I MANUFACTURER SPECIFICATIONS. w ' AT A 45 DEGREE ANGLE, CwEFULLY CUT THE BARRIER ON A DAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CEiER TO THE EXTERIOR WRB SURFACE ABOVE. WALL SECTION RO (DF PLAN 2 3 17 /4- V - 0 1 /4 1 - 0 PERMIT SET 1DnCO d -1VNmvona3 S3+ inV Nb AS (130r)(IONd 'i PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT i ELECTRICAL NOTES: 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED FLOOR. 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE-TYPE SWITCHES. 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. .,it a..t. BEACHES HABITAT FOR ELECTRICAL LEGEND HB H U MAN ITY 20 XHHW AL 110 VOLT DUPLEX OUTLET-WALL MOUNTED ?97 MAYP®RT ROAD ATLANTIC BEACH, FL 32233 110 VOLT DUPLEX OUTLET-WEATHER PROOF BED$m 2# 8WNERS (904) 241-1222 FAX: (904)241-4310 � 150 AMP PANEL 110V DU LEX-GFCI OUTLET 8' CLNG 8a CLNG ARCHITECT: ELECTRICAL METER 11 OV DUPLEX-AFCI OUTLET AND 150 AMP BREAKER Julianne N. Overby, T-t..A 220 VOLT OUTLET WALL MOUNTED 3" CONDUIT, RUN TO POLE '� Architectural and.Interior Design EXTERIOR WALL ELECTRICAL SERVICE RISER 0o, TELEPHONE OUTLET LIGHT � � Julianne N. Overby, R.A. {PREWIRE FAN 2452 I'ullian Street LIGHT Jacksonville Beach Florida 32250 � SWITCH , {PREWIRE FAN) � - SWITCH THREE WAY � 904-?O4-8G2� Email: jnoverk�y�c��att.net PUSH B BUTTON SWITCH ,� _ Fr.Ax�oal7oco.F�r�.rD-4621 ,,,0 DOOR B LL CHIMES D Q C a 0 O-1 CABLE TELEVISION OUTLET ® - M O. BATH 0.0. LIGHT FIXTURE-CEILING MOUNTED �—' 8' CLNG _< VINYL z LIGHT FIXTURE-WALL MOUNTED - z SMOKE DETECTOR-CEILING MOUNTED D < AU91 � 0 D SMOKEDETECTOR-WALL MOUNTED STORAGEUM 8' CLNG O _..�N ; Cn EXHAU FAN _ a Cn I 1,i v �q u !il ELECTR C PANEL BATH #2 C EDRNI 3 a QUICK ISCONNECT `h CLNG n 8 I: 8 CLNG VINYL W _D FLOOD IGHTS - DUAL HEAD � � "�. _ d UJI 0 m z 0 n 2 ® ' r >" 1'x4' FLUORESCENT � CEILING MOUNTED LIGHT FIXTURE LIGHTFM O O , KITCHEN �. {PREWIRE FAN) , 8' CLNG C 0 0 VINYL to ° J --' G.D. � a cb ®° O ° oo� LIGHT (PREWIRE PROJECT TYPE: SINGLE FAMILY 3/2 <�, FAN) \` DATE ISSUED: DECEMBER 6, 2016 0 A REVISIONS: DINING -}+ r � 8' CLNG HB LIVING R 8' CLNG ELECTRICAL NOTES II AN LIGHT COMBO SWITCH TO I ( SHEET TITLE 1. IN F / � , I OPERATE LIGHT ONLY, ELIAL 2. ALL WIRING IN BEDROOMS TO BE ARC I I � I I FAULT PROTECTED PER NEC 2002. I I I I I I I LAYOUT r 3. INSTALL DOORBELL TRANSFORMER IN FIRST I I I I FLOOR ENTRY CLOSET. — — PLA - N - --------- - - - - - - - - 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED k FLOOR, 5. ALL LIGHT AND FAN SWITCHES TO BE _ SHEET NUMBER TOGGLE—TYPE SWITCHES. 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. ELECTR CAL PLAN Y__ 7 0 )7 PERMIT S PE T 1DnCONd -1VNoiivona3 NS3® Ind NV AS ®non®ONd PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT B"ch. es�' 12 H 30 YEAR ARCHITECTURAL SHINGLES �4 _ 07 bltat H � BEARING BEACHES D ❑ HABITAT FOR HUMANITY 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904)241-4310 0'-0" FINISH FLR ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design S DE ELEV/\TION Julianne N. Overby,R.A. 252 Pullian Street — Jacksonville Beech, Florida 32250 77 904-704-8628 4" 1 ' _ 0 Email: jnoeerby@attnet FT..AR.li01"000.I+L.fi)-J(21 U O v 0 0 M o a M o0 z 2 12 N a 4 4� � M D s U 30 YEAR ARCHITECTURAL SHINGLES - � 30 YEAR ARCHITECTURAL SHINGLES W J p FAUX VENT W/ SHAKE W O LU �1' iv YCn 8'-1 1 8" 8'-1 1/8 Ll W BEARING BEARING � 'i1 m � 4" COLUMN TRIM v Q 4" WINDOW TRIM ❑ ❑D ❑D ❑ . ■ ■ � Q n BOXED-COLUMNOUT . Li W � J- � � W m o � VINYL SIDING VINYL SIDING m � D v 0 0'-0^ o'-o" M Z c � FINISH FLR FINISH FLR � Q n CL J Q FM FRONT ELEVAT Oil REAR ELEVAT ON 1 /4 PROJECT TYPE: SINGLE FAMILY 3l2 DATE ISSUED: DECEMBER 6, 2016 REVISIONS: 12 4� 12 30 YEAR ARCHITECTURAL SHINGLES Q 4 s'—> > s.. SHEET TITLE BEARING EXTERIOR VINYL SIDING � � � � ■ ■ ELEVATIONS --------------- 0o as 00 0 � 0'-0" SHEET NUMBER FINISH FLR OFFICE COPD � A-200 S DE ELEV/\TIO �N A" PERMIT 01, SET i lof1O02ld "1t/N011tlof143 }IS3401f1`d Nd A8 a3of14021d i i PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS GENERAL NOTES. SPECIFICATIONS. (continued) EZ ENGINEER'S SERVICE FOR shall be reviewed b the client and each material and/or OTHER FRAMING CODES & DESIGN STANDARDS: -:if a 1.All notes,drawings,details,tables,references and specifications depicted within these engineering documents y DESIGN LOADS. `� THE EXCLUSIVE USE AT THE service contributor prior to initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only be 41: j/./ji%jj%//!�/.%//%/.%!/%///ijl%j%%j///!ij%Z/41;j%%ij/. PROJECT TITLED HEREIN. p g 1.All structural(dimensional/solid-sawn)framing members,except as noted or specified otherwise,shall be#2 SYP lumber w/maximum 19%moisture content. 4 ROOFS !/// �� !!�'� ! �� f//j- INFORMATION DERIVED FROM furnished by those persons and/or entities with a thorough understanding of the notes,drawings,details,tables,references and specifications depicted herein,as well as a Florida Building Code-Residential 201 O design such as the one depicted herein. // �//�/ thorough knowledge of applicable construction.and safety practices required to execute a d gn p Florida Building Code 2014(as applicable) LIVE LOAD 20#/sf �/!�/ - - i/!i/!!/i//,� THIS DOCUMENT, AND/OR 2.All engineered wood beams shall be Trus Joist/I-Level/Weye haeuser brand Microllam LVL 1.9E,or equivalent,except as noted otherwise,and shall be installed in .'r, III.j• ASSOCIATED DOCUMENTS, MAY have been prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 accordance with the manufacturer's specifications,instructions d directions. DEAD LOAD{SHINGLES 7#1sf ri i� i ZONE°r' /i i! ! 2.These engineering documentsp p q ASCE 7-10 DEAD LOAD/TILE 20#/sf // / % /jj j/!/ !� NOT BE USED FOR OTHER i Code and/or Sections R301.1 (excluding"flood"design,unless specifically noted within these documents),R301.1.3 and R301.21.4 NDS-05 DURATION FACTOR 1.25 ii i� ,/ %!%/r. /i {s) /// /i i!/ %!�//� ! WORK{s) OR PROJECT and 1610 of the Florida Building , ( g , 3.All engineered wood posts or columns shall be Trus Joist/1-L vel/Weyerhaeuser brand TimberStrand LSL 1.3E or Parallam PSL 1.8E solid members,as specified,or _ FLOORS P �� i. illi/% �!i WITHOUT THE EXPRESS 6 and R301.7 of the Florida Building Code-Residential. The engineers scope of work is limited to only providing the necessary analysis, TPI 1 07 along with Tables R301.5,R301. a g equivalent,except as noted. Vertical post or columns specified n the framing plans and/or details as engineered wood may not be built-up or pieced together to form i. a /i%/iii ii.! i/ii/%%/ //�" / '� WRITTEN PERMISSION OF THE wired to depict the construction necessary to conform to or with the structural loading requirements as outlined in the q p _ _ ACI 318-05 LIVE LOAD 40#/sf o i/% - xl . i/ // ! i/i�!�/!!iii Z ,'V ii P, drawings,details and specifications commonly req p rY the specified dimensions;they must be solid,one-piece members. Post or columns specified within these construction documents as dimensionaUsolid sawn members / /� / / / ! �/ // f a non-structural nature. Additionally,the p WFCM-01 DEAD LOAD 12#/sf(Including Cln'g Below) F ii - iii�!i%/iii/%f%i%!j/f/%i f !i ONE /i,! � REV DENTI ERWaRIMN aforementioned sections of the code and specifically excludes other elements of a structural nature as well as all elements o y' i.e.4x4 4x6 6x6 etc.-may be replaced b a similar-sized e. a 5.25 x 5.25 EWP in lieu of a 6x6 SYP engineered wood post without additional anal sis or engineer's scope of work specifically excludes engineering functions delegated to others [i.e.roof and/or floor truss design,engineered wood products design(except EWP y P y ( g' ) g p y DURATION FACTOR 1.00 z i! !i/ g P p documentation required by the engineer. etc. as well as other disciplines of engineering-i.e.mechanical,electrical,plumbing,geotechnical,environmental,site(including drainage),etc. And, DESIGN CRITERIA: CEILINGS/ATTICS /! ! � !! !! / /! o ! ZONE ,/�/ .!i- !!!//�! ,/ ' specified herein), ] p g g LIVE LOAD/NO STORAGE 10#/sf an-concurrent !% ! !� I !��'_ �� ! /�� ' specifically excludes design elements of an architectural or non-structural nature,including but not limited to egress and life safety;moisture the engineer s scope of work sped ca y g 4.All nailing shall be with"common"nails,except as otherwis noted. All nailing not otherwise specified within these engineered documents shall be as specified by ) f/i i/ !i /!ice 'ir�i ii �/ ZONE �!i�r. �� ,� "" "" - etc. The engineer further warrants that the g p BUILDING TYPE ENCLOSED LIVE LOAD w/STORAGE 20#/sf Concurrent / !/ ! ! /�i!/i. !/ "r' !/ �� protection,infiltration and/or resistance;resistance to wood destroying organisms( WDO ),fire resistance;energy efficiency, g referenced herein. All envelope sheathing s all be nailed and/or screwed as specified and glue or other adhesives shall not be used in place of nails ( } ///i ii�i�/ !ii/� !iii !,;- pj!i !%%i p the applicable code e p g p structure depicted within these documents,to the best of his or her knowledge,complies with the applicable portions of the aforementioned sections of the code and makes BASIC WIND SPEED 130 mph(3 sec.gust] _ i to these documents with regard to their fitness for an purpose. Any data included within these documents that address or screws. DEAD LOAD 5#/sf / ii �/ ! !i i / - i no other claims warranties or guarantees relative g y p // //////! /!/ / f'. / / /// // ii ii / / ii /i ! / g EXPSOUIRE CATEGORY C � iwz/' !fir/ /i J/! ! 'ii✓i! ! i! i / / % ! !/ ! /!/ t beyond the specific confines of the aforementioned code sections and stated limitations is purely incidental to the engineers scope of work and shall be I-joist etc. shall be installed in accordance with the manufacturer's specifications,instructions and BUILDING CATEGORY II LOADING PER TABLES ii ri/,,/i�! i� !i !`l�.�i iii 4 _ elements b y p 5.All engineered components,including roof trusses,floor trus es, , responsibility of the appropriate entity-i.e.owner,architect,contractor,and/or building official,individually and collectively-to design,account for or otherwise verify as directions. INTERNAL PRESSURE Coe£ +0.18/-0.18 DURATION FACTOR 1.60 // / �/. /! ZONE � ' / appropriate for the intended purpose. SIESMIC N/A �! „1„ /�/,,!� ZONE /j 414 6.All sheathing shall be either APA-or TECO-rated,Eposure 1 PS 1/PS2(Structural 1 rated sheathing NOT required except when.specifically identified as such). / /i � . The I 3.The structure depicted within these engineering documents,unless specifically noted herein as otherwise,has not been designed to resist flooding or the associated effects g NE i%' ��%.f . 'i/ p _ Sheathing may be either OSB or plywood,unless specified as o e or the other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly M !//!�/// /!//!�///� CASTILLO thereof. It is the responsibility of others-i.e.owner,architect,contractor,site developer and/or building official,individually and collectively-to establish the minimum blocked.Use of"ply clips"or similar edge support is required t unsupported panel edges of roof sheathing 7/16"thick when supports are spaced at greater than 16"o/c. GABLE ZONE"3"-CORNER .s. appropriate building elevation for the subject site and the improvements located there upon. In no case shall the structure depicted herein be sited at an elevation less than Use of"ply clips"or similar edge support is requiredP at unsupported panel edgs of roof sheathing less than 23/32"thick when supporting the roofs. Use of"ply clips" EZ ZONE(S),TYPICAL Group �-4the minimum prescribed by FEMA,as prescribed by FEMA and enhanced by the local controlling authority,or as prescribed by the community engineering and approved p y p g pp e or similar edge support is recommended at unsupported panel e ges of all roof sheathing,regardless of panel thickness,for improved.aesthetics. Roof and wall � b the local.controlling authority. Furthermore,the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zoo she thin shall not be less than 7/16"thick. Floor sheathing sh it not be less than 23/32"thick,with all ane/edges supported(tongue&grove or blocked). Some y g a g g P g "" "" specifically indicate the design(s)de icted herein.are resistant to the potential effects of V-class flood zones. ROOF PLAN/VIEW A Florida Corporation �•.}�:.�{�'y%+w I ZONE"I"-INTERIORZONE(S) �:"•-'•`- i'J:t- V .unless these engineering documents spe y P P design loads require thicker panels;see sheathing specification for specific minimum panel thicknesses,required span ratings and fastening information. Designers ;;,..:� �•f 4.The design(s)depicted within these engineering documents has/have been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(referenced 7.At exterior walls clad with a stucco or an applied-stone venee finish,the APA(www.a awood.or recommends the use of either 15/32"thick,32/16 span-rated Engineers S pp p g) ""E7"" DIT ENS TON: %, ZONE"2"-END/EDGE ZONE(S) 6550 Roosevelt Blvd. herein)as interpreted and enforced by local authorities having jurisdiction and,further,the engineer is not aware of any errors or omissions contained within the design(s) LG. lull: X71 sheathing(Exposure 1,PS 1/PS2) or 7116"thick,24116 span-rate Structural I rated sheathing when the sheathing is installed with a vertical orientation(long axis or documents,nor of any inconsistencies between the design{s}and documents and the applicable laws,odes,et al. However,should any portion of these engineering a allel to the studs on the wall see Technical Bulletin TB-20 for additional information).The discretion to enforce the aforementioned recommendation is at the sole ** 31_011 * ZONE°3°-CORNER (904) nolle'I I L Co documents be found to include an error or omission,the engineer,upon appropriate notification,will correct the document(s)in a timely fashion without additional fee to p ) the client-unless the error or omission arose from flawed,incomplete or ambiguous data provided to the engineer,which will result in additional fees due to the engineer discretion of the local Building Official.Do NOT use sheathing that does not conform to the aforementioned recommendation unless you have FIRST verified the (904)680-6279 FL CoA No. for the additional services provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision,correction or update to the suitability of the nonconforming materials with the Building Of dial having jurisdiction over the protect. Failure to do so may result in the need to significantly enhance engineering documents or addendum thereto. the construction of the exterior walls. �"-) Tin documents may be used one-time-only,and only at the specific site or location identified herein. The design(s)depicted herein may not be used to 8.Metal connectors shall be Simpson brand hardware,as sped ed herein,and shall be installed in accordance with the manufacturer's specifications,instructions and 5.These engineering y y, y P directions. Alternates to the specified Simpson connectors may be used,provided that the alternate connectors meet or exceed the specifications of the connector(s)execute(a)subsequent structure(s)or elements thereof,nor shall the design(s)be executed at a location other than the one site or location specified herein. C�3 specified and have appropriate product approval and installation instructions and directions. � 1 6.Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. U l �/ 7.Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction if a conflict is present. FOUNDATIONS,CONCRETE&MASONRY q-, � � 1.The foundation design(s)depicted within these engineering d currents has been completed in accordance with recognized standards,recommended soil design = I �""i 8.Any discrepancies between these engineering documents and the architectural drawings,site plan,survey and/or other data or information shall be reported to the parameters and accepted engineering design procedures and is based upon the best information available at the time of their preparation. The design(s)depicted herein engineer before the commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during is/are intended to minimize differential movement resultingfro the heaving of expansive soils and/or settling of subsurface soils. It must be recognized that the construction,construction should cease until such time as the discrepancies have been resolved. foundation components will experience movement throughout t e useable life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of been prepared consistent with the architectural drawings details provided b others-that include dimensions,opening locations the soil conditions present and be advised to maintain good practice in the future with respect to surface and subsurface drainage,maintenance,the construction of Q 9.These engineering documents have p p g p• y partitions above floor slabs,fmish.work on or above the floors b and the locating or constructing of secondary elements near the structure that could affect future and other specific information-which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of the replicated informationii or for claims arising from the use thereof. performance. elements or stems 2• The foundation design(s)depicted within these engineering currents has/have been prepared based on a relatively flat,well drained building site featuring � I0.Unless specifically depicted within these engineering documents,the engineer has not been made aware of nor accounted for other components,e Y exclusively non-expansive soil with an allowable soil bearing capacity of not less than 2,000#/sf and a design lateral load(at-rest pressure)of 60#/sf per foot of depth that may be intended by others and could affect the performance and/or serviceability of the structure depicted herein. slope. Should site conditions be adverse to-o otherwise inconsistent with the aforementioned parameters,construction shall cease immediately and Y with a level back p P -� Q 1 never be scaled. Wall framing should be based on the stud table(s),s specifications and/or the relevant notes provided herein. Wall the engineer shall be promptly notified of the conditions and no further construction shall occur until the engineer has provided additional direction. O H 11.These engineering documents should gp framing shall not be assumed based upon the"sealed"wall width depicted on these or any other drawings,or based upon notes or references included in the architectural 3•Backfill should not be laced adjacent to the foundation walluntil the walls have cured adequately to provide sufficient strength and have been anchored to the floor �, + j C I drawings. system above or otherwise properly braced or shored to prevent amage to the wall. �`+ 12.These engineering documents include specific information of a structural nature-i.e.the size,grade,species,quantity,strength,etc.of headers,beams,columns,posts, - 4.Refer to the Geotechnical Engineers report for all soil and/orsite preparation requirements necessary to achieve the required minimum 2,000#/sf soil bearing capacity. studs,joists,rafters,sheathing,footings,reinforcing,connectors,fasteners,etc. This information supersedes information of a similar nature that may be shown on the , ...1 �,4 4� W� I associated architectural drawings. Additionally,the size,grade,species,quantity,strength,etc.of the structural elements specified herein may be exceeded or enhanced, In the absence of a geotechnical engineer's report,the site ands it shall be prepared to the satisfaction of the Building Official. within reason,at the discretion of the user without additional review or analysis by the engineer,unless specifically prohibited by the engineer. 5.All foundation pads depicted within these engineering doc ents shall be formed to the dimensions as indicated and substantially centered beneath the associated FLOOR PLANNIEW � � U 1 13.These engineering documents include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understood before using column or wall,unless indicated otherwise. W 1-1 ZONE"4"-INTERIOR ZONE(S) , the documents for any purpose. If(a)page(s)of the engineering documents is/are missing,illegible or otherwise unusable,obtain complete and legible documents before 6•The location of steps,jogs and top-of-wall and/or top-of-slab elevations are critical to foundation performance. While the location of those steps,jogs and elevation "EZ" DIMENSION: >-� E }) roceedin with intended use. hese engineering documents it is understood that some of these items may chane i! ZONE"5'-END/EDGE Zo s p g changes indicated or otherwise known to the engineer have been depicted within t g g y gt ) 3 -0 -,. be executed in conformance with all requirements of the authorities having during actual construction. The design(s)depicted herein can o ly address the proper foundation configuration as specifically depicted herein and could require P__� Q 14.It is the intent of the engineer that the structure depicted within these engineering documentsq g additional analysis and effort should field revisions merit. jurisdiction over the construction and/or occupancy depicted herein. All contractors-including materials and/or labor contributors-are responsible for the means and � 44 methods of constructing the structure depicted herein and shall perform their respective functions in conformance with all applicable laws,rules,regulations,codes and .Extreme care should be used throughout the construction process to prevent the movement of retaining and/or foundation walls until the completion of the structural MAX. ON-CENTER STUD SPACING(in INCHES) � standards. Under no circumstance shall these engineering documents,nor any portion thereof,be used for any purpose until a)they have been reviewed,b)they have been 7 g p p g ri permit(s)has/have been issued to execute the design(s)de icted herein b the appropriate controlling authority(ies)or their designee(s). system. It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering documents to adequately shore END-ZONE/INTERIOR ZONE-. � (� approved,and c)(an)appropriate p ( ) p Y Pp the walls throughout the construction process to maintain the integrity of the design(s). Furthermore,all construction arising from the design(s)depicted within these engineering documents shall be inspected as required by the authority(ies)responsible for the WIND 130/c FLEXIBLE FINISHES (NOTSTUCCU) 0 r=� �7� issuance of an permit(s)and shall pass each required inspection before the construction progresses further. No Certificate of Occupancy(or similar statement of 8•The building site shall be cleared of all to soil and organic atter beneath the planned structure location,as well as for.an additional five feet or more beyond the Mn.RE Ht. <30' Y g p g p FINISH FLEX. 2x4 2x6 2x8 2x10 completion)shall be issued for the structure depicted within these engineering documents,nor shall the structure be occupied or otherwise used for any purpose,until such per thereof. Unless otherwise indicated all footings and at concrete shall bear upon non-organic,undisturbed soils compacted to a density of not less than 95% construction and/or occupancy of said structure have confirmed the structure is safe,sound and in compliance with all p ' g p PLATE HEIGHT #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP U F� .-� � time as the authority(ies}having jurisdiction over the P Y of Modified Proctor Maximum Dry Density(ASTM D1557)fo a depth of not less than two feet(24 inches)below the bottom of the footing or slab;Or,upon clean �� (NOMINAL) i, applicable laws,rules,cedes,etc.,and consistent with the drawings,details,tables,references and specifications depicted within these engineering documents. COMPONENT & CLADDING PRESSURES tri S -Vsd or ALLOWABLE. " " „ " " " GW-,GP-, SW-,and/or SP-class fills with any organic material removed. Fill,as required,shall be placed atop non-organic,undisturbed soils(with the compaction �� P � s 24/24 24/24 24'P/24-124/24 241'/24'p24/24 24/24 � Q I, It is the sole responsibility of the contractors and labor contributors executing the design(s)depicted within these engineering documents to determinethe proper thereof verified as previously referenced)and added in one foo (12 inch)lifts and each lift shall be compacted to a density of not less than 95%of Modified Proctor WIND 130/C 1 9' 24"/24" 24'1/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" C} 15. p ty contractor(s) Maximum D Density(ASTM D1557). These minimum specifications maybe exceeded or superseded by either a geotechnical engineering report specific to the PITCH >6/12 ROOFS(all values negative-i.e. UPLIFT) WALLS(incl.Windows�,�i Doors) „ „ labor and materials necessary to execute the designs,as well as insure the soundness ' . 10 12"/16" 12/16 24/24 24/24 24/24 24/24 24/24 erection procedures and sequences required to insure the safety of those providing the ary gn •tya Mn.RE Ht. 15' ZONE'"Y' ZONE"2" ZONE"I" OVERHANG OVERHANG END ZONES INTERIOR ZONES 11' 10='/12" 10"/12" 24"/24'" 24"/24" 24"124" 24"/24" 24"124" r� p q building site or at the direction of the Building Official as dee ed necessary to achieve the minimum required(2,000#/sf)soil bearing capacity,but in no case shall the of the structure and its sub-elements and/or components throughout the construction process. Furthermore,it is the sole responsibility of the contractor(s)and labor g g �` site be prepared to a lesser degree than that which is outlined he cin. AREA(gin sq.ft.) coRNERs END/EDGE INTERIOR CORNER INTERIOR NEGATIVE POSITIVE NEGATIVE POSITIVE contributors to provide appropriate and adequate temporary bracing necessary to maintain a safe,plumb and level structure during the construction process,until such time 12' 6"/s" s"/12" 24"/24" 24"/24" 24"/24° 24"/24" 24"/24" <10 -25.85 -25.85 -22.10 -37.46 -37.64 -29.60 22.10 -23.9$ 22.10 14' N.P. N.P. 12"/16" 24"124" 24"/24" 24"/24" 24"i24" C+1 ' as all of the structural elements and components depicted within these documents are properly installed,inspected and approved. Bracing shown throughout these 9.All concrete slabs on grade shall be no less than the thickness indicated on the drawings(no less than 4"'nominal thickness in any instance)and be placed atop 20 -24.73 -24.73 -20.48 -36.34 -36.34 -27 72 e,_. 21.17 -23.04 21.17 16' N.P. N.P. 12"/16" 16"'/16" 16"/24" 24"/24" 24"/24" engineering documents is permanent bracing and should not be confused with or substituted for the aforementioned temporary bracing. minimum 6mi1polyethylene(vis ween)barrier installed in accordance with applicable codes and standards. Slabs shall be reinforced with either 6x6 W1.4x1.4 so -23.23 -23.23 -19.48 -34.84 -34.84 "-24.91 19.67 -21.s4 19.67 1g.s N.P. N.P. s"/8" s"f12"' 12"n2° 24"/24" 24"/24" 1 M lapped not less tan 8"at edges/ends,in conformance with ASTM A-185,or Fiber-Mesh reinforcement shall be used with minimum 2"fiber length at a rate of 1 >100 -22.10 -22.10 -18.36 -33.72 -33.72 -23.04 18.73 -20.60 18.73 19.5' N.P. N.P. 8"/8" 8„/8," s ATI 24"/24" 24°'/24" �:) 1 16.Yet-to-be-installed building materials-such as gypsum board("drywall")and roof shingles or tiles-placed on the floor(s)or roofs)of the structure depicted within lb.per cubic and of concrete complyingwith ASTM C-1116. these engineering documents shall be evenly distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowable live loads of the p y 20.5' N.P. N.P. 6"/s" s"/8" 8"/8" 16 716" 24"/24" ON �T� W floor or roof-,Unless indicated otherwise within these documents,40#/sf for floors and 20#/sf for roofs. 10.Minimum compressive strength of all concrete used for fo dations,slabs,etc.shall be 2,500psi at 28 days. 21.5 N.P. N.P. 6°/6" 6"/8° s"/8" 16"/16"' 24°/24"' Et� PL • 22.5' N.P. N.P. N.P. 6"f6" 6°f8" 16"JIS` 24"/24" W specified within these engineering documents shall be installed properly,in a workman-like manner and in accordance with the directions and instructions 17.All materials sp g g P 11.Where indicated, cores or cells of block masonry(CMU)sh Il be filled with coarse grout or pea gravel concrete with a minimum compressive strength of not less provided by the manufacturer,or as otherwise indicated by the code or associated product approval document. than 3,000psi at 28 days. . W �:) , 18. These engineering documents have been prepared using the version of the Florida Building Code and/or Florida Building Code-Residential(along with the associated MAX. ON-CENTER STUD SPACING (in INCHES) I- i e 12.Reinforcement shall be detailed in accordance with ACI 31 ,Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: � W standards and design methodologies referenced therein)applicable at the time of the preparation of the documents. As the applicable code,standards and methodologies are routine/ updated and/or supplemented,the engineering may become outdated and invalid for use if the documents are not submitted to the local permitting and a)Concrete cast against earth: 3i' ' END-ZONE/INTERIOR ZONE: P..,�� rr..�� y P Pp � g b}Formed concrete exposed to earth or weather; 1/2 enforcement agency(and subsequently used for construction)in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable effective WIND 1<30, BRITTLE FINISHES (STUCCO,et al) date of the edition of the code,standards and/or deign methodologies referenced herein,the engineering documents shall become null and void and shall be returned to the c)Interior slabs,walls,etc.: 3/4" Mn.RI Ht. <30' �--� o r re-engineer the structure as deemed applicable)to the current edition of the appropriate code,standards and/or FINISH BRIT. 2x4 2x6 2x8 2x10 engineer,who may subsequently be contracted to update o g ( Pp ) 13.All reinforcement shall be conform to ASTM A-615 and be grade 40(G40)unless indicated on the plans and/or details as grade 60(G60). All longitudinal PLA oA11GFrr #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 Sic P methodologies. In no case shall these documents be used for permitting or construction more than one(1)year after their date of original issue. horizontal reinforcing in walls and footings shall be continuo Is corners and intersections and/or matching corner bars shall be used. All ion itudinal ) P_� ; (horizontal) g g g 8' 16"/16" 16"/24" 24"/24" 24"/24"' 24"/24" 24"/24" 24"/24" d economical) unfeasible to full test or prototype prior to execution. As such,extreme (horizontal)reinforcing shall be lapped at splices a minimum o 40 bar diameters(20"minimum lap for#4 and smaller reinforcing)and all vertical reinforcing shall be LEGEND - 9' 12""6° 12"n6" 24"/24° 24°/24° 24°/24" 24"/24" 24"/24" � P4 19.Engineering documents such as these depict a design that is both impractical an y y p typ p care and code-required factors of safety have been applied throughout their preparation in an effort to minimize the potential for errors,omissions and/or conflicts. lapped at splices a minimum of 25 . 10' 10"/12" 10/12" 24"/24'" 24'"/24" 24"/24" 24"/24" 24"/24" � � j 9 However,the verynature of the process provides opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inherent inability of the 11' 6"/s° s"/s'" 20°/24° 24"/24" 24"/24" 24"/24" 24"/24" � ►--� P p 14.ALL concrete operations-including but not limited to mix esign,mixing,transporting,reinforcing detailing and placing,placing,curing and testing-shall be done (2}2x10-2/3 HEADER/BEAM CALL-OUT 12' N.P. N.P. 1 s"/2o" 22"/26° 24"/24° 24°/24" 24'"/24" engineer to foresee eve potential conflict,ambiguity,inaccuracy or oversight during the paper phase,opportunities do exist for the design to require additional effort h requirements and application of ACI 30 "Specifications for Structural Concrete. g every p g m accordance with the q pp p once construction has commenced. This,combined with the relatively low fee(relative to the cost of the structure)associated with providing the engineering services as H depicted herein,causes the engineer to be unable to accept"back-charges for errors or omissions contained within the design(s)depicted herein. 15.All masonry work shall be in accordance with ACI 530/AS E 5/TMS 402 Masonry Building Code. NUMBER OF KING-STUDS EACH SIDE OF OPENING 14" N.P. N.P. 8"/12" 12"/12" 12°116" 2A"!24" 24"!24" NUMBER OF JACK-STUDS EACH SIDE OF OPENING 16 N.P. N.P. 6'I/81' 8/8 81'/12" 1611/24" 24/24 " U 0 g.?,� U p m'y41 SIZE OF HEADER MATERIAL(#2 SYP U,N.O.) 18.5' N.P. N.P. N.P. N.P. 6"/6" 121/16" 24"/24" ,�/ nt and the designs and ideas expressed herein are an instrument of service and remain the physical and intellectual property of the engineer. NUMBER OF PLIES IN HEADER Ciel, 0 20. These engineering documents a e 19.s' N.P. N.P. N.P. N.P. s"/6" 12"n2" 24"'/24" g g g P 16.Concrete masonry units shall be ASTM C90-75,Hollow Lo id-Bearing Concrete Masonry Units,Type I,Grade N-i,normal weight,with aminimum compressive r��T-l� ,,��// For cause,upon notice,the documents shall be returned to the engineer in their entirety. Reproductions of the documents,the design(s),ideas and/or elements contained strength of 2,000psi(fm= 1,500psi). 4� W 20.5' N.P. N.P. N.P. N.P. N.P. 8"/12" 16"/24'" t � herein are prohibited without the expressed written consent of the engineer. ALL EXTERIOR HEADERS (2)2x6-112 UNLESS NOTED OTHERWISE ' 21.5" N.P. N.P. N.P. N.P. N.P. 8"/8" 16"/16" M P...q p p 22.5' N.P. N.P. N.P. N.P. N.P. 8'"/8"' 16"/16" = � � V) 21.These engineeringdocuments have been prepared for the specific site or location identified herein,as relayed to the engineer by the client. The engineer has used 17.Mortar shall conform to ASTM C270 and be Type S. ALL INTERIOR HEADERS (2)2x6-1/1 UNLESS NOTED OTHERWISE EXTERIOR STUDS SPACED AT GREATER THAN 16"o/c SHALL resources reasonably available to him,based upon the information relayed by the client,to determine the appropriate wind speed and exposure for the speck site or 18•Grout,when specified,shall conform to ASTM C-476,with a minimum compressive strength of 3,000psi at 28 days and mixed to provide a slump of between 8" location of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery,wind speed maps and 11". BE SHEATHED WITH MINIMUM 3"($"NOMINAL}SHEATHING published b the local controlling authority and/or the state DCA,and/or other commonly available maps and/or satellite imagery. The Building Official shall verify the I WITH VERTICAL APPLICATIONS&STUCCO FINISHES. DESIGN MEB p y g �' wind speed,exposure and other design criteria shown herein to be correct and code-compliant prior to approving these documents and authorizing construction from them. 19.Pre-cast and/or pre-stressed lintels,manufactured by CastC te,shall be provided over all openings in CMU walls,unless specified differently on the drawings. � DRAFT MEB The engineer shall not be liable for any claims arising from inaccurate wind sped and/or exposure designations based upon the site or location informationprovided to him Lintels shall be of adequate size,strength and reinforcement forthe given span and loading conditions• those mapping and/or imagery resources used b him to aid in designating wind speed and/or exposure. "RSD"IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM CALL-OUT INDICATES T E MAXIMUM L S CENTER STUD SPACING IS 16"WHEN USING 16 by the client(or others),or for the accuracy of pp g g ry y THICK WALL SHEATHING. CHECKED EAW SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE>LINE F 20.Provide horizontal joint reinforcing in CMU walls at 16"o/ vertically conforming to ASTM A82 and ASTM A167 Type 304. SCALE N.T.S. (--}INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER STUDS WITH MAXIMUM ON-CENTER SPACINGS OF 6"OR g" MAY BE DOUBLED AND SPACED AT 12" OR 16"ON-CENTER, DATE 1.23.2017 SPECIFICATIONS: ! j STEEL I RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED JOB N0. 17-018 1 WOOD FRAME WALLS TOGETHER PER THE MULTI-PLY POST CONNECTION TABLE. 1. Steel elements shall be detailed,fabricated and erected in accordance with AISC"Specification for the Design,Fabrication and Erection of Structural Steel specifically indicated within these documents vertical wall framing(studs)may only be interrupted(i.e.broken,pieced or"platform-framed")when Buildings,"9th edition. FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATION/MASON CONNECTOR SCHEDULE -11 .FT. NA 1.Unless otherwisesp y g n some intermediate roofs do not qualify as an"intersectio floors stem"and should not be fully-braced by an intersecting sheathed floor system. Stairs,stair stringers and q fy g y ort platform framing unless specifically designed to do so and specified as such by the engineer. All vertical wall framing(studs)shall be continuous and 2. Structural steel shall be ASTM A36,except as noted below: CLIP,TIE or NAIL ERs NAILS/SCREWS To HARDWARE/ ( 318 LOCATIo EXT �,` �ro�erCi� i,eer: /MONO FOUNDATIONS EXT/STEX-WALL FOUNDATIONS CW WALL TIE-BEAN/LINTEL %1t A or STRAP or NAILS FRAMING MEMBERS CONNECTOR (SAE 1018) MN EMBED MIN FNBED JUN EDGE NIN EMBED MIN/MAX BDG NIM EMBED EDGE DIST ; � ,,,GLYNN ,�/ used to Supp p g p Y g a)Pipe ASTM A53,Type E or S,grade B ATR DIA E ,,, y �,�E uninterrupted between points of lateral support. b)Tube ASTM A500 H2.5 (5)8d PER END (12)16d ABU-44,-66 5/8" -112" 3" 12' 1-3/4"/6" N/A �'' O •r - H5 (4)8d PER END (10)16d/EACH LTT20B&DTT2 1/2"(EA) 114"w/MIN 5-1/2" 4"w/2-1/2"SPC'G 12" 1-314"/6" 12" C L.W/MIN , 2.All top and shoe-or sole-plate material shall be#2 SYP lumber w/maximum 19%moisture content. Shoe-or sole-plate material in contact with concrete or masonry 3.All bolts,anchor bolts and threaded rods shall be ASTM A30 unless indicated otherwise. H8 (5)Iod x 1-1/2"PER END 112"RPCG 2"w/4"src'G s SPACING j�Ofe si nal g� (22)10d SINGLE MGT 518" 5=112" 5-1/2" 3" 12" 1-3/4"/6" 12" C.L. L Li 16 al shall be pressure preservative treated. MTS12 (14)Iod or Lad x 1-1/2'TOTAL ,) I '� � i 4.Hex nuts and couplers/couplings used for bolts,anchor bolts and threaded rods shall be low carbon steel.and meet or exceed the capacity of the corresponding ASTM HTS20 (20)10d or(24)10d x 1-1/2"TOTAL 2x(22)loud DOUBLE MGT (2)5/s" -1/2" 9-1/2' 3' IZ' 3-1/2"/4" 12" C.L. *Z `. •�+ I 3.All vertical wall framing(studs)-including"jacks"and"trimmers -through 2x6 shall be 42,#3 or Stud Grade SPF lumber,as indicated on the plan(s)and/or table(s), ° - noted or specified otherwise on the framing Tans and/or details. All vertical wall framing(studs)larger than 2x6 shall be#2 A307,A36, SAE 1018 and Grade 2 bolts. (18)16& SINGLE HTT16/4 5/8" 1J2" 7-v2" 2 12" 1-3/4"/6" 12" >. -,,,. '`` i LGT2 (16)16d SINKERS TO TRUSS, C.L. "- i w/maximum 19%moisture content except as p g P (14)16d SINKERS TO>&POST 2x(18)16d DOUBLE HTT16/4 (2)5/8" 1/2" 7-1/2" 4" 12" 3-1/2"/4" 12" C.L. -ty I I SYP lumber w/maximum 19%moisture content unless otherwise noted or specified on the framing plans and/or details. H16,-16s,-16-2 (2)1od x 1-1/2'To TRUSS,(10)TO>�POST 2x(I8)16d TANDEM HTT16/4 (1)5/8" 1/2" 9-1/2" 5" 15' 1-3/4"/6" N/A -pG5r550 F 5.Hex nuts and couplers/couplings used for high-strength bolts anchor bolts and threaded rods-ASTM A449 or similar-shall be heavy hex ASTM A563 grade DH. MSTA12 (1o)1oa TOTAL (32)16&sinkers SINGLE HTT22/s SB" 1112" 9-112" 2' ls' 1.3/4"/6" N/A A�, P V I L L" 04 4.All required 2x blocking in vertical wall framing shall meet or exceed the specifications for grade and species of the studs specified for the same wall, except walls that -40 S ¢g I A `* MS£A18 (14)1baTOTAL 2x(32)16d&nketis DOUBLEThTT22l5 (2)Sf8" lfr 9-11T, 5" SEE PLAN IIA 0 14 are specified as SYP and are also not designated as a shear-wall or portal frame wall may use SPF blocking. CORROSION&DECAY RESISTANCE: MSTA24 (18)10dTOTAL (20)1,"-x2-1/2"SDS SINGLEHDU8 718" s" 3" 13-112" 3-1/2"/4" 13-1/2" C.L. '0 `�' � MST37 (42)16d TOTAL 2x(20)Y4"-x 2-1/2"SDS DOUBLE HDU8 (2)7/8" 13-1/2" 3" 13-1/2" 3-1/2"/4" 131/2" C L !I LEM1CS Z 5.In some instances,these engineering documents may include a specification for a column within a wall where the size of the column exceeds the thickness of the wall as specified either in the stud table(s)or relevant notes. In such instances,any of the following three options may be used to resolve the conflicting thicknesses: a)The l.All structural members of wood or structural composite tum er either exposed to weather or in direct contact with the ground or soil-i.e.deck/balcony MST4s (46)16a TOTAL (3o)y,"�x z-v2"SDS SINGLE I�UI 1 1" � 1s' 1.3/4" SEE PLAN N/A boards/lumber,joists,posts,etc.-shall be pressure preservative treated to a level rated for the specific application. Borate-based treated wood shall not be used as/for MST60 (56)16&TOTAL 2x(3o)y"-x 2-1/2"SDS D©/BLE HDU 11 (2)1- IS. Is' 4° SEE PLAN N/A LL i thickness of the adjacent wall framing my be increased so as to conceal the thickness of the column within the wall;b)The adjacent wall may be furred-outto a thickness , i ilar to that of the column so as to conceal the thickness of the column within the wall;or,c)The column and adjacent wail may remain different thicknesses and the structural members exposed to weather or in direct contact with the ground unless specifically rated by the manufacturer/treater and approved as adequate for the Cs16 (30)sa d x 1-1 Iod TOTAL 2x(36)�x 2 "SDs SINGLE HDUI 1" r 15" 3" SEE PLAN N/A sin column"wrapped"with a finish material(i.e.gypsum,etc.)and left semi-exposed into an interior space within the structure. Additionally,if none of the three application. srH4,-6,-8 (12)Iod x 1-1/2" 2x(36)�" x zx-"SDs DovBLE IIDU14 (2)1" is" Is' 4" SEE PLAN N/A aforementioned options are considered to be practical,the engineer may be contacted and requested to provide additional analysis to determine if an engineered wood LTP4HPA2 (23)16& (16)loo HGT2,HGT3 (2)314" r 11-1/2" F. SEE PLAN 11.1/2" C.L, 2.All interior wood and wood-based members in contact with concrete or masonry sha1I be pressure preservative treated to resist decay. LTP4 (lZ)sed Y 1-112"TOTAL (I6)10a HGT4 (2)3/a" r 9" 3" SEE PLAN 11_vr' C.L. A35 f (EWP)or structural steel.column may be used within the allotted wall cavity. (12)8d x i-1/2'TOTAL "FRAMING"awed"FRAMING-TO-FOUNDATION"CONNECTOR SCHEII.E NOTES: GUARDRAILS,HANDRAILS AND SUB-ASSEMBLIES/COMPONENTS THEREOF QJ 4 3,All fasteners(nails screws,bolts,etc.)less than 1/2"in diameLer and in contact with pressure preservative treated wood shall be either hot-dipped galvanized(HDG)or META20 (12)Iod x 1-1/2" (POSTS,BALUSTERS,ETC.)SHALL BE COMPRISED OF EITHER A PROPRIETRAY 1)USE SIMPSON AT ACRYLIC TIE TWO-PART EPDXY FOR ATR-TO UND.CONNECTIONS U.N.O. SYSTEM WITH APPROPRIATE/APPLICABLE FLORIDA PRODUCT APPROVAL(S) tainleSs steel(SS). All metal fasteners&connectors exposed o weather and/or in contact with corrosive materials shall be rated by the manufacturer for compatibilityrA20 (1.2)lOd x 1-1/2" 2)ALL DIMI NSIONS(ROD DIAMETER EMBEDMENT,EDGE ETC.) MINIMUM DISTANCES U.N.O. OR OTHERWISE BE DESIGNED BY A FLORIDA-LICENSED PROFESSIONAL FIELD FRAMING with the application and/or corrosive material. The exterior use of an material treated with a pressure preservative treatment containingammonia shall require the LGT2-MASONRY (16)16d SINKERS TO TRUSS, 3)"DOUBLE-HOLD-DOWNS REQUIRE MINIMUM 8"SPACING BE ATR ANCHORS U.N.O. ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABLE CODE.THE pp y p q (7)1/4"-x 2-1/4"TITEN SCREWS TO WALL 4)EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM THE E OR FACE OF THE FOUNDATION,CURB OR PRODUCT APPROV i "� exclusive use of 5S connectors and fasteners. The use of any aterial treated with the pressure preservative treatment ACZA shall require the exclusive use of SS MTSM16 (7)toed or Iod x 1-In"To Txuss, cMu WALL TO THE<QF THE ATR ANCHOR DESIGN CRITERIA� n1Idd"WN E L Limited elements or areas of the design(s)depicted within these engineering documents may include the label or reference field frame or similar. At these confined that it is unnecessary to establish a demonstrable design for the specific application. These elements or applications may include connectors and fasteners. (4)1/4"--x 2-1/4"TITEN SCREWS TO WALL 5)MIN.EDGE DISTANCE DOER NOT APPLY AT INTERIOR CURB LoeATIarIR ONLY IF THE MIN.EMBEDMENT Is To CONSTRUCTION. locations the engineer has determinedry (8)10d or 10d x 1-1/2"TO TRUSS, MEASURED FROM THE LOWER SLAB ELEVATION CITY O F ATLANTIC BEACH radiused floors and/or walls decorative or volume ceiling treatments and similar,non-typical construction and/or x HTSM16 (4)114"-x 2-1/4"TITEN SCREWS TO WALL DIRECTION /MATERIALS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSIRUCTIONS& stairs and/or landings,plant shelves,widows walks, g SEE PERMITS FOR ADDITIONAL accessories. As such,the engineer has deferred to the contractor or other person or entity responsible for the execution of the construction depicted herein to create his or 4. Stainless steel(SS)and zinc-plated/galvanized(i.e.Z-MAX,HGD,etc.)connectors&fasteners shall not be combined. Use only SS fasteners with SS connectors. x16,-16s,-16-2 t2)Loa x 1-1r2'TO TRUSS, 7)ALL NAILS SPECIFIED ARE"COMMON-slzEs U.N.o. her own design for elements or applications specified as "field framing"or similar. The design(s)and execution thereof shall be in conformance with all applicable laws, Use only zinc-plated/galvanized fasteners with zinc-plated/galvanized connectors. (6)1/4" x 2-114"TITEN SCREWS TO WALL 8)MTNIMUIvI ROD SIZE/GRADE,EMBEDMENT&EDGE DISTANCE SHOWN ON PLAN SUPERSEDES MINIMUMS SHOWN REQUIREMENTS AND CONDITIONS FGTR (18)1/4" x 3"SDS TO TRUSS, ON THIS CHART rules,codes,etc.and shall be to the executed to the satisfaction of the Building Official. (2)Irz"�x 5"TTI'EN HD`s TO WALL 9)MINIMUM EDGE DISTANCES OF 4"OR MORE REQUIRE MINIMUM 6"WALL FRAMING 5.Regular inspection and maintenance of wood,wood-based d metal products used in structural applications and/or used in outdoor or other potentially corrosive MSTAM36 (8)Iod To FRAMING, REVIEWED BY• DATE• Z 2"'1-0 l0)MINIMUM 8"SPACING BETWEEN META-or HETA-ANCHORS U.N.O. � (4)1/4"�x 2-U4"TITEN TO MASONRY 11)MINIMU''4i 1-112"EDGE DISTANCE FOR TITEN SCREWS • � . environments or applications is essential for continued,long-te satisfactory performance. 12)MINIMLM 4"EDGE DISTANCE FOR TITEN HD's PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OP ENGINEER'S SERVICE POR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED PROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED POR OTHER 101wS) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OP THE PROJECT ENGINEER IDENTIFIED BELOW. REV .UESC.RI.PTION 2 — 3 - ne CASTILLO Group t A Florida Corporation Designers 251-0s' • (*RODS AT MAX. Engineers A®f—®ff 6550 Roosevelt Blv d.3 _071 r Jacksonville,FL 32244 (904)68o-6279 j I FL CoA No.29015 - , 7 t I r N m 4t d• v 't V d- 'T co N r ST2 ----J y� 0 0 0 0 0 a o 0 0 0 0 0 0 - tl I I 1 tI i J02 �� J02 I n I J03 it I J03 ST2 ST2 N7' I ST2 i (2)H2.5A'siTRUSS TO I 4"CONC.SLAB REINFORCED W/EITHER ; T -TO-TOP PL-4i.iW/2ply#2 6x6 10/10 WWM OR FIBER MESH ON 6 MIL -O7f VAPOR BARRIER OVER CLEAN, ��,------I Li T AD T02 COMPACTED FILL.SEE ARCHITECTURAL. I11 SSEMB Y(AS SHO DRAWINGS AND SPECIFICATIONS FOR t INSECT AND DECAY RESISTANCE i ____________�� u I I T03 II ---- CONSTRUCTION PRACTICES.PROCESSES AND TREATMENTS TO MEET APPLICABLE CODE REQUIREMENTS. ,______ i______ ___� rl I 14"CONC 1 T04 00 1 SLAB t I I 11 I I 1I T04 t /10 j !I II II 7 ' t ' ,�-------------'I I I ST2 ST2 - � II tl II t 0 ----------- -- T04 v V p i � N 1111 N � t x III T04 7 ST2 < ----------- Ie�------------- � ST2 o I i O 71 LO *, i i u T04 t t j jI 1 T04 t ST2 ' 1 ' n T04 II t I T04 I , Too 1 MSTA24 A HEADER 810 TO JACK STUD 1 Too FER TO ply ST2 LTT20B @ POST BASE DETAIL B/S1 t ' t ' � � T04 I 8/,� i _ FER TO T04 \o T i ' ' ----------------- ------ T611, 2 2x6-CONE-SB4"/ITPO/C8d'SW/(1)-____-- 7 i1"DIA.THREADED ROD N ----------------- ST2 I - � 2 2 -CONT.-1/317 , ---- - AT 15'-0" 7 1Q -6 'a, I 1 Joz CE LING R �„ i J02 Jr1 jol YST2 ST 2 °D (2)HTS20's @ DE AIL T1 a D A. ADE ROD �—{2)HTS20's _ ___ TRUSS Q AS MBL @ EA ND. TRUSS -- T06-TO-HEADER. 2x12 2 x12 T06-TO-HEADER LL___-.____ ________J L_____—__ __,..__J L------------------ ----j 09 jol ®❑ � 2 x1 ,o�I r N to 0 0 0 0 lf') 0 to 0 N r II rc/Q M 261-0)2 ,Z, o 0 0 0 0 0 0 0 0 0 0 0 0 NC ALL PORCH *RODS AT MAX.611 40 '-4"o/c. E ICN MEB PADS TO BE: 24"x24"x16"W/ (1)MSTA12-18-24 @ EA. DRAFT MEB 344'S BOTH #2 SPF 2X STUD TO HDR WAYS TOP PL. CHECKED EAW SCALE N.T.S. 2 STRUCTURAL PLAN FOUNDATION PLAN ,DATE 1.23.2017 s, „ _ ,_ „ Co INUOU o 0 3/16 1 0 JOB NO. 17-018 51 3/16 11 — 11_011 HDR PER PLAN. Ct SQ.FT. OFICE COPY '04e�� Ittlits WINNOW �� '�x�e _ "R 1,o9N INDOW---_ OPENING Mid�� '�I nn H lr, f) OPENING , 'rode RI eer 1 SP4-6 OR SSP EA.#2 �.IC 62 5 r O @ MIN.3PLY#2 MOO 331-4-40 �a. SPF 2X STUD TO SILL PL.AS SPF 2X STUDS a SHOWN WALL ANCHORAGE LEGEND s �* JA � Fa, . 5/8"DIAMETER THREADED ROD ASSEMBLY w/7-1/2"EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQ'D. 3"x3"x%4"ROUND HOLE WASHER ATOP UPPER-MOST TOP PL.ASSEMBLY, SHEET FACE VIEW "DIAMETER FULL-LENGTH THREADED ROD ANCHOR w/6" EMBEGE AT FOUNDATION AND 3"x3"xl0ga. SLOTTID WASHER(+FMENT AND 2" ETNDER WASHER)ATOP UPPER-MOST /1)112"DIA.A.T.R.W/ TOP PL.ASSEMBLY. 3"X3"WSHR&NUT SIDE EA. O 3n i„ 2 @ 's TO i DIAMETER HYBRID THREADED ROD ASSEMBLY. 2" of COLUMN,AS DIAMETER ANCHOR w/6"EMBEDMENT AND 2"EDGE AT md SHOWN. * FOUNDATION w/ -to-8 REDUCING COUPLING TO 8"DIAMETER n T ]J V WINDOW HEA DER lJ E 1 A 1 FULL-HEIGHT THREADED ROD w/2"'x2"x g"WASHER ATOP UPPER-MOST TOP PL.ASSEMBLY. • g"DIAMETER THREADED ROD ASSEMBLY w/4"EMBEDMENT INTO FOUNDATION AND COUPLINGS AS REQ'D. 2"x2"x8"WASHERATOP UPPER-MOST TOP PL.ASSEMBLY. - i i � I � � I I ! I .� I i . THIS DOCUMENT, ALONG WITH I . -THICK1,,LESS & . 17/16- THICK (MIN.) (24/16 - i � SHEATHLNG _ ATTACHMENT SCHEDULE H I HEADER, ADJACENT TO I j i ____ . ASSOCIATED DOCUMENTS, IS AN I 11 SPAN INDEX) APA- OR 11 11 I -___ _ I t 'I " T I, I '! TOP >- PER CALL \ "I � ,x I INSTRUMENT OF ENGINEER'S i - 1: 1 TECO-RATED WALL SHEATHING SPH4-6-8 CONNECTORS AT 11 IN Z �X, �, Aj - � . OUT ON STRUCTURAL � I I I K, I � � " Mi . \ L � I f T : I �� I T H I[j U I � 1 I � I w/(1) ROW OF Bid NAILS 0 TOP >-TO-CORNER POST i rl I R[NIF S1dEA\TH1[jG "WALL SHEA I (3) ROWS OF PLAN. I \ I I I I i it I SERVICE FOR THE EXCLUSIVE USE WIND i _. 1 3"o/c AT TOP OF SHTN'G (IN TO ASSEMBLY AND 0 TOP I ; I i . I � H I � . 10d NAILS 0 8" 1 I � 11 � ! - . >-TO-HEADER 0 MAX. 32"o/c.il � I I I I I t � (supported @ 24"0 MAX.) (supported @ 16"O/C MAX.) ! �-(1) ROW OF -_ 'TOP >) AND AT BOTTOM OF 11 _1\ \ i I I I j H I AT THE PROJECT TITLED HEREIN. SPEED& 8d RING SHANK NAILING MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING�"' I * 0 1 ill, * I I I . : i � . I , 10d NAILS O.C., STAGGERED I ><I I I \. i L i \ I il \ <� I i i i I I 11 I i INFORMATION DERIVED FROM THIS I I I I A, 0 4" D.C. AS SHOWN, EA 1 SHTN'G(IN TO HDR.). NO I.�. OUTSIDE CORNER OF L i I I I I I 1 1 � A * il ,I I )c MIN.THICKNESS*** ---FNT-PERIMETER/HORIZONTAL VERT APP,W/ VERT APP. INT END I % 14%1� 7 7 _IV U - I , . � 1 1 i� I : OURE a (1) ROW OF STAGGERED, PLY. 1 1 ADDITIONAL>-TO-HEADER f GARAGE. \1 I I ; DOCUMENT, AND/OR ASSOCIATED I (SPAN INDEX) . . I � I I I I ZONE ENDZONES APPLICATION OUT STUCCO W/STUCCO ZONE ZONE I Od NAILS 0 1 1 1 CONNECTORS REQ'D w/TRUSS 9 i i I 1 1 0 4 . 4-- I I i I i I I I I 1 1/4" OFF 1 5 'r . I i � ; :1 !: it I � DOCUMENTS, MAY NOT BE USED I 6" D.C. 1 1 UPLIFTS 1,000#. FOR HIGHER , . . I I � i! i I <OF 2x6. . ___1 � ; I TUR 7/1 G" 7/1 G" 15/3211 G1111 11 211 Gill 1 2" 1 STAGGERED, . �I UPLIFTS USE CONNECTIONS AS / + + -, z .131x3" TOE- OR END-NAILZ�i I I (1) DIAG. BRACE OVER MIN. (4) I I - STRUC AL I 2 ; - i i I I i FOR OTHER WORK(S) OR 7/16 j 2. CO i SPECIFIED ON STRUCTURAL I r-, -_0 KING-STUD TO HEADER. : I I TRUSSES APPLIED TO BACK SIDE OF I I I � I-RATED OSB MAY (2411 G) (2411 G) (32/1 G) 0 N 3/4- 2 1 0 0 1 i . X . � � I I I i I PROJECT(S) WITHOUT THE I BE USED I.L.O. (supportea @_P7_0719TR7_ I 0 OF CENTERLINE ff 1�PLAN. TRUSS To >CLIPS TO.1, ** IF THE INDICATED EMBEDDED 2xl 2 & EN . WOOD HDRS.I I APPLIED TO FRONT SIDE -_ I I : OF 2x4 BE ATTACHED TO SHEATHED STRAP(S) ARE NOT PROPERLY . 11 2) NAILS. INSTALL DIAG BRACES 1 . 15/32" EXPOSURE 11 5<132 mph 7/1 G` Gill I 2" G11101 I I I I I � EXPRESS WRITTEN PERMISSION OF MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING�� I USE (12) NAILS. OF WEB I @EACH END OFCONT. LATERAL-_ I � CAST-IN-PLACE, THEY MAY BE . : I I - 1-RATED. EXP.B,C,&D (2411 G) 0 1* :''%TYPF CORNER OP--" / _____, I� I .! . I I THE PROJECT ENGINEER IDENTIFIED � HORIZONTAL V RT APP.W/ VERT APP. INT END * * . REPLACED BY THE FOLLOWING: I I I I BRACE LINES&0 MAX. 20' 1 1 � I i I GARAGE. -r(1) MSTA- I I 1 I I I I I I � ZONE ZONE , I (1) HTT22 ** 1 1 I I INTERVALS BETWEEN ENDS. I I I I BELOW. il I I t L I APPLICATION OUT STUCCO W/STUCCO i " / EACH JACK-STUD TO � � 1 1 : i ! I I .1310" TOE- OR END-NAILS- I I : I I i ! 1 5/32" 1 5/32" I 9/32" Gill I HEADER. 2xlO HDRS. USE i I i : 1 2" GVG` i . I I : I I I I . . . 4 1 1 (A _ I i 1.� �. :1 .� ;I I 1 1 I I REV DESCRIPTION I 18" STRAPS, 2xl2 & ENG. : (3211 G) (3211 G) (40120) 1 1 2xlO HDRS. USE (9) NAILS, . I i � * ! � I . . I 1 1/2- 1 1 2" 2 1 5/8" 1, Ju� iq - I i it I : : i I 1 1 ,1 1 1 1 1 i it I ; � I I I i i I I 1 1 ; 1 1 . I I I I 0 8d RING SHANK PER R803.2,3.1 OF *10 FBC-R: MIN. 01 1 3" I I .I I : I ]I H I BLOCK ALL PANEL EDGES I sm g!Sy ad .I 2xl2 &ENG. WOOD HDRS. WOOD HDRS. USE 24" I I � \\' : �I i/ ii ,. 04 MIN. WALL SHEATHING & -20 I 1 92 SW (It� r-A2 M SW (O SVP24 I USE (12) NAILS. _ - -_ OW&DDED STRAPS MUST 'I i I :/ I I 1 - OF WALL SHEATHING. NOMINAL SHANK dia., RING dia- 0.012" OVER SHANK dia., 16 I CONTINUOUS LATERAL I I I I: ;, E I I I i i IF LATERAL BRACE MUST BE MADE OF I /16- THIC __1 BRACE QUANTITY AND : I .i NAILING MAY BE OVERRIDDEN RINGS PER INCH, 0.280'dia. FULL ROUND HEAD, MIN, 2" LENGTH, i I K (MIN.) (24/16 SPA'f-*-- BE INSTALLED w/ADDITIONAL � i � I . I WALL *TYPICAL CONNECTIONS 0 STUD SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. FASTEN WALL INDEX) APA- OR TECO-RATED � PC. OF#4 REBAR PER I I I I� ; I PER DETAIL B/ST1, AT * I LOCATION DEFINED BY I I I � MORE TH I I NAILING (SEE F/ST1). SEE P/STl FOR BOTTOM CHORD COLUMNS. JACK-TO-KING STUD �_POST W/ __� i � - ROOF SHEATHING PER I SHEATHING-TO-POST W/MIN Bd's 0 12" O/C OR GYPSUM-TC t WALL SHEATHING w/3"/12"o/c , SIMPSON INSTRUCTIONS. * I I 1 I OVERLAPPING AT LEAST 2 TRUSSES � 2 TABLE, W/PLY CLIPS BRACING REQUIREMENTS. ASSEMBLIES. CORNER POST, ETC. MIN 5d's 0 4" O/C. IF MORE THAN 3 PLYS ARE USED, CONNECT EACH 8d NAILING, EXCEPT MEN NOTED. . TRUSS ENGINEER. I I I I I FOR I SEGMENT, WITHIN 2- OF .. I I 11 1 (4) .1310" TOE-NAILS 0 EA. TRUSS/ . *SPECIFIED NAILING REQUIRED UTFR PLY TO S AS SPECIFIED- I BLOCK ALL UNSUPPORTED PANEL - USE -RJ VERSION OF I I I I i I EVERY PLY IN ADDITION TO 2 PLYS. I JACK-/KING-STUD 'j. TRUSS MEMBER W/(2) i I I F 0*6 IIIII 119/32" RAFTER -TO-TOP PL. IN ADDITION TO I : EDGES wl 2x BLOCKING. .. STHD14 AT CURB WAL \!I 1 1 I 1 3 - ENGINEERED TRUSSES OR I ASSEMBLY NAILS : � I (AO/20) OTH TILE CONNECTOR(S) SPECIFIED IN SCHEDULE 11 (DTL 2/ST2) \l i I : I I I I I i I t I ROOFING4 UNLESS OR ON PLAN. TYPICAL, ALL TRUSS & \1 I F I I I I I : CONVENTIONAL(SOLID-SAWN) � 11 MAY BE INSTALLED TO (1) STHD14/-RJ CONNECTOR 0 j t :11, I � 4 - FRAMING. SEE PLAN, LAYOUT OR LOCATIONS. EITHER I I I ii� 4//: I � I JACK-/KING-STUD ASSEMBLY- MAY BE USED AT I � I I . . NOTED OTHERWISE, RAFTER BEARING POINTS. I EITHER SIDE OF CORNER \ I SSOCIATED DELEGATED I � I I I I I KAULTIPL CQ�NECTIQNS � NON-CURB WALL (DTL [ \ I i . I i ENGINEERING FOR TYPE, SIZE & 1, POST ASSEMBLY. I.111 111111 I"ASSEMBLY-TO __ !I \ I i � I I I . \ I I I i I I !I �661�IDATION. (MAY BE USED � I I . �I TRUSS-TO-PL. CONNECTORS I—- ORIENTATION OF MEMBERS. 1 , 1/ST2) LOCATIONS. 11 1 4- I NOT TO SCALE 11 \ I t I I � i . The i I I 1 i I I I I : .L. WI RODS) il I I \ H. I EXCEPT AS NOTED ON 'STRUCTURAL PLAN(S), ___ - --------- - __�___________ _____ __I --I---LL6�6 \ ,, j k M 1�1 I 11 � (2) 2�(_) #2 SYP TOP PL.. FASTEN PLIES I _ __�7�__�_____T ___ - . , __:�___-_� 1.-_____ ___ ,../ il - X x--_____Ax ROOF TRUSSES TO TIAV�- I -_ I I I I ! "ALL" I �F - 1 3" N A]LS 0 I DOOR(S) SHALL BE '--A � i TOGETHER w/ (2) ROWS .13'x LENGTH OF CS16 STRAPPING w/MIN. (10) 10d I H + + _+ I I CASTILLO I (I ! 1 (I) SDWC SC9EW 12"o/c, STAGGERED, wl MIN. 24. LAPS / I INTO EACH PLY OF SILL &HEAD(ER), EXTEND 1 + ATTACHED TO , I I i � I 1. .. ) H2,5A I OR " i . APPROPRIATE FRAMING I M t TRUSSES � I � MIN. (12) .1310" NAILS IN EA. LAP. I HORIZONTALLY ACROSS STUD ASSEMBLY& - I MEMBERS IN ll I � - � SPH4-6-8 @ MAX 32"o/c @ PL.-TO-STUDS i TI CORNER, FILLING ALL � WI ** MAY USE PA51 or-68 STRAPS I.L.O. STHD's 1 1 I rou , - NOT REO'D WHEN USING WOOD*Tie HOLES wl 10d. (TYP - 4 STRAPS 0 HEAD(ER) & (2)2x( ) BLOCKING (TYP). MATCH SIZE I AT STEM-WALL APPLICATIONS. ATTACH TO I I P .. -,I ! ��CHORING RODS APPLICABLE I ",, ,� i FRAMING wl V2� Od ** i - � , F_4 STRAPS 0 SILL) I-- OF ADJACENT FRAMING (STUDS). § I TURER'S I 16d or(26) 1 - I - I --- - �I -o----� A Fl.rid.C.irp.-ti.. �T - ,ii� P, ANCHORING RODS PER DETAIL B/ST1 I _� 11 I 11 10EL,11AILS TO TOP PLAIE NOT R'E(�,,,,, L�_) -"k I MANUFAC TRA ITI( / ,� i � . j I � ",-., � "I'l""I'l�","",Vllz4l"�lliI I I x mi - I .� ., TYPICAL EXTERIOR WALL 2x( ) #2 SYP SHOE PL. wl(2) ROWS I _; �)(;�;f�.fxxxx NXX,AAA�t... , I .. / M, L � I I I it :: i I Designers _, � � i I I . i DIRECTIONS .. '11 . 11 z , OF .1310" 0 12"o/c, STAGGERED. T�T :i it I / I �11 � I � I , I: 1 1 i - I I 11 ��', � 7�7 1! I / I .. H f I MIN 23 23/32- APA- OR TECO-RATED I :2 I HEADER PER STRUCTURAL � i 1 (D TYPICAL 6ARAGE DOOR OPENING *FRAWNG DETAIL - U.N.O,i i I . i I I I i ers ' - - ' 11 11 11 i I I SEE DETAIL C/STl FOR (VERTICAL) 1! I I 1 I I � Engine EXTERIOR STUD WALL SPECIFICATIONS 11 11 '6 D�CK N (24"o/c STURD-I-FLOOR) w/ -, I HEADER-TO-STUD STRAPPING i I I ij NOT TO SCALE i / I I LOOR WAU SEE STRUCTURAL SHEET FOR EXTERIOR WALL FRAMING. !I - E -1________1-T----- ; I 2nd I .... 7 6 NAILING & APPROVED 11 I I --T. 11 i SPECIFICATIONS. 1 1 1 i .I I ; I I i T I I - ( i i I i ABOVE "I'll, � /e /c 0 ADHESIVE. _\ I . 7- �� 1 I i WALL SHEATHING - i � 655o Roosevelt Blvd f6� 1 d I __ -, ./_ I I—- . * f CO _&UC-n0N - i , -- _=n M ATCH SIZE, GRADE & _ V- � I , 40 I* ; I� ___ _____:�:�___. _._- ------------ - --- -� I I I I I � � :I . ICAL WALL FASTEN FLOOR I I I - I I: I t QUAN ! I ! I ti AT EXTERIOR DECKS, I EDGER I ��1-3/4" Width Pieces: :; I I I . �, ,, . I .I . SECTION (A/STI) FOR I I . �, :� I � .. I I DECKING (PER A/STI) (904)772-6100 V.. [I _ JOIST DEPTH (MIN of(2) rows of 12d (3-1/4") nails 0 12'a/c. ______ k - I `__ " I "i�, i I SHALL MATCH I 1� ADDITIONAL SPECS I I I -jl� 7-F . I I .) , I I I I * Minimum ------- LR STUD COLUMNS wl _____,- ------ t i 'i NN� I nTY OF ALL 2nd I 11�71� TYPICAL INTERIOR BEARING WALL ,,'-rI + SWB -- 11==111 12x8) AND BE ATTACHED TO EAC-1 i or 14" & l I � oo 1� � I TO LATERAL BRACE W/ I i FL CoA No.29 + LOCKING IN FLR SYS \, I/ I 1 - /I 1,I 1 --,-, Izz : * Minimum of(3) rows of 12d (3-1/4") nails 0 12" o/c f i I � 1 � . t - -1 I // I I it q 11 1! , ,;1 :�deeper. I I � z (4) 10d COMMON NAILS I i 11 -15 INT. LOAD-BEARING STUD WAH SPECS I . -, � ,\ /"L it NAIL THROUGH A.P.A. RATED SHEATHING I I J i AND W/ ist -LEVEL I .,\\ /"ilc- I W/ 8d AT 3" D.C. AT ALL 116"o/c (MAX) VERT. FRAMING w t :l T-BRACE FASTENED :, I k 2x4 PLANK ORIENTED i I ii ,-, I INTO FRAMING I ; I EXCEPT AS NOTED ON STRUCTURAL PLAN(S) . .. STUI . Y,"dla. SDS-SCREWS- 3" LONG IF ;=�_ I ons require an additional row of nails when nail size 1 I 1 1 1 i I -, 2 -,�, ,\// I I I EDGES AND INTO EACH PLY OF EACH ; WEB W/.1 31 x3" a 6" �I I I FLR " � I x Tojrl I[_ D COLUMN U.N.O.. __- __--.--- i ! \ LATERAL BRACES 0 24" _____ I r I EFFECTIVE PIL.HT.(FT)I ALLOWABLE STUD I I i 1 DIRECTLY ATTACHED TO FRAMINC, �E L is smaller than specified above (min. 0.128*X3"). . I I � /= ==I I== -_ -4 1 V) i 1 I I \ O/C TOP AND BOTTOM. I 2x4 DIAGONAL I TO 8'-1 1/8"I 2x4 SG SPF STUDS @ 16" )7( DOUBLE INTERIOR PLATE, 12- D.C. i O/C. T-BRACE TO BE I I jmr�� I 13-1/2" LONG IF ATTACHED !9 I * Nail from BOTH SIDES of 3-ply members f I TO 12'-1 1/8"I 2x4#2 SPF STUDS 0 16-O/C INTERMEDIATE FLOOR SYSTEM - I I I I ELSEWHERE. I I Of 4 . SAME SPECIES AND I I \ FASTEN TO FLOOR TRUSS / APPLICABLE TO MULTI-STORY BUILD . -_ - I . I 1 � TO 18'-7� 2x5 JJ2 SPF STUDS 0 12"OA M �� 1!THROUGH SHTN'G. < I �1�3-1/2" Width Pieces AND 4- 1-3le Wildth Pieces: 12 1� i � :_z__1__________.,____ 0 , DIAGONAL I ; :: P . ;I I INr I . I :I GRADE AS WEB TO BE W/(3) 10d COMMON /C I W > : , I I 1 I a ONLY. SEE PLAN, LAYOUT, OR I I JQUANTITY OF SCRLWS: - * Minimum of(2) rov;*- /2* bolts 0 24. / BRACED. SIZE OF MEMBER I TOE-NAILS. BRACES TO � � BRACE TO I - 0/0 stoaqare�.�> I I t I ; I � � 12 ,-,>�, ; ASSOCIATED DELEGATED ENGINERIN 1 . I b ��,, , 1 I r I LATERAL BRACE i I CONNECTIONS, SEE TYPICAL WALL , 1V ��--�> I L-TO �/ 11 11 � FOR OTHER UPLIFT HARDWARE AND t,____�_,- G FOR 11 11 I ��/ 1 2x8 LDGR: (6) SCREWS '� I � - _,,, I AS SPECIFIED BYJRUSS r 1 1 \ EXTEND INTO FLOOR I DS TO 11st FLR 1A-it TYPE, SIZE& ORIENTATION OF MEMBERS, _&V I I �� tj PER IMILE. '' 1"'��,I I i I 11 I �-___/ W/(3) 1 Od I i -II I I I I � / I I " LATERAL BRACE LOCATION i �� ! SECTION AND TYPICAL HEADER 11 2xl 0 LOGR: (7) SCREWS I----��i___ �l 1 12" � I DESIGN ENGINEER(MIN, SYSTEM (1) BAY. BRACING, BLOCKING&INSTALLATION I I FRAMING DETAIL 112X12 LDGR: (8) SCREWS [I _,�J' '1_1< ,_ � % I I I 1 \ I COMMON NAILS i STUDS (OR BEAMS) w/ CS16 STRAPS I; I ,-It ""I ,� - ,; 1 X4). I '� i I f, I t ___N � ,� � I 1 1 I I 11, I DETAILS. 11 I , , . � AT EACH END I I � - 11 I _,_ , � � 11 \ ON BOTTOM CHORD TO I � (28" + DEPTH OF FLR SYS. IN LENGTH) - (2)2x( , HEAD I i . / 40TE, . 'I _ ��,� � � ,� ,-, � \ 1 1 : \ I I ! Z AT DOUBLE INTERIOR #2 SYPLEDGERFASTEN To 16 - �I 1__,'�111 � I- ," I ! I I 1\1 11 if � MATCH BRACE LOCATION �2� : I . � . � �, USS*TO-LEDGER I � I �, ", :, 1 4 1 : 0 MAX. 32"o/c w/ (11) 10d/END, I AND SILL �i , -_� . I I, I i i � I I SILLS/PLATES/ETLOCKING, NAIL FIRST 1 (MAX) STUDS w/.131x3" GUN NAILS 0 EA I ,�, , �' i I � � � I I 11 � MINIMUM WALL STUD �l l�CONNECTOR K_,�, "�I I �,-�) I I 1 1 i I I� �.ON TOP CHORD. i : I (TYP) ,A I -I-, I I I � I ., TYPICAL, INT. � I x ��- F �, I I I ; PLATE TO SECOND PLATE W/(2) ROWS STUD-EXTEND TO STUD BEYOND STTRUSS. . I "'� 11 \ I ; i I �. I I 1 !I SPECIFIED , I—, ,�, I I I � SIZE, GRADE, SPECIES & I I ij �,I�- ,6- 1 I" I 11 1! I � % , ,�I, I I 1 I i & EXT. WALLS. NOT REQUIRED WHEN 12d COMMONS AT 8" O.C. I !I BY TRUSS I \ 11 i I I I � H � I H � LOOR � SPACING - I I 1111111�1111.11110 P"-��l �� I H I " ",� - I USING WOOD*Tie ANCHORING RODS PER 0 �111.11", '0�, �I;e, H __4 ENGINEER. � - `�11 , 1_� � ,I H � I . 111.1 H I-1. �_.�1111111 -x, _�, 11 , , - 11 " . � � , � I I � �� INTERMEDIATE F � 9AA . , " � f -, ,_��I I - i I SYSTEM I ; TYPICAL, U.N.O. I � - I SIDE PANEL HEIGHT TO 1! ,1 11-,� ,, "I _', i - , I 11 I H i : I- I " I � : i �, �� It I I ; I DETAIL B/ST1 I I I I WIDTH REQUIREMENTS 11 �i � I I PT 2x( ) #2 SYP SHOE PL.. i I � H I I I I i TRUSS LEDGER TION SCHEDULE (Ryj PER TRUSSA 1 1 'I ,,�" -- _4�', I I . i I i ! MIN, w � �� -1- T� : i I T " I :1 I FASTEN EXT. WALL SHEATHING I I I I it h (ft) , I I 11 1: I i � I ,\- CEILING LINE SPH4-6-8 0 MA I I I 11 I Rv#0-776......... x6 w 3 NAIES 3 EAM STUD �,I . I � i -_ - I " it x I I I i TO TOP PL., SHOE PL. & RIM or -,\"\ I . 10 �7 11 7' 2 1 I Rv#777-12 r j � _�r- k III I] TRUSS WEB REQUIRING BRACING. I I ; : I - �' <4 , i! 1 .t � RIBBON w/ PRESCRIBED "EDGE NAILING" //- �ED �' � i 41..... .x8 w/(8) NAILS 0 EACH STUD. KIFrTInKI ' t_J i -TO-STUDS - NOT R �� I I I I 11 6 V-8 1/2- �,", , 'M 1� . PL EQUIR I i 11 LYS& I :2 I I I I I RyA 1242-1862 jS12 g,al2) N61 - 11 � I : ... 11 ORING\ � I p I I I i -/ 1 I CH - j I /1 1 1�I I -5" I I I i I � I � i 1 1 / I I - ;1 1 .I I H i 1 i 5' 1' I LEDGER DE TAIL ST1 / I ::� 1 1 � I I I SIZE/SPACING. I RODS PER DETAIL B/ST1. . I" 1 I, 1 1 I 4' 1'-2 1�2" , SCL BEA�S U.N.O. h I I i , � I ". I I . I I _: - , i I ik I L I I I I :I � NOT TO SCALE H -_ - t. MI ,11', FLOOR EDGE WITH 4" BRICK VENEER EXTERI 11 � 1 � I I I :1 i I NOT TO SCALE ii L_� __1 L - I �i I I ______ I,--- FINISH, ADD CORRUGATED GALV. I 1 I I i i,_e ____ �_______________iL ':__- ___��- --- - ____- ___ -__ - - ___T 1 TRUSS ON PARALLEL END WALL (NOTE: . �� : � .- ---- I � I I, I I �I : 2� i i I � ; i t___-- - I I �I i . � RIBBON ON FLOOR TRUSSES NOT SHOWN BRICK TIES 0 24$$o/c HORZ. & 1 c I I I I i I I 1/2"dia X 7" EMBEDMENT I 1, � I � ___ I , I ROOF/FLOOR I FOR CLARITY. I 1 _� - ----__(1) HTT5 TO ATR (TYP). HEIGHT-LIMITED I - H ) I 16"o/c VERT. BRICK TIES MUST i � i : I I � 4 1 IRUSSES (2) #2 SPF 2x4 @ EA. CORNER 4,'. I APPLICATIONS MAY USE, I.L.O. EACH ! ! CAST-IN-PLACE "J" BOLTS OR I I � 1 ROOF/FLOOR SHEATHI�. I I SINGLE TRUSS i BE FASTENED THRU SHTN$G TO 1/2"dia X 6" EMBEDMENT i I HTT5, (1) PHDIS OR (2) PHD2's. IF -_---I- I.L.O. 4x4 POST. (3) #2 SPF 2x4'S I I I #I* WALL STUDS. I I : I I - I i i FOOTING (SEE TYPICAL WALL SECTION) I PHD2's ARE USED, MATCH HTT4 ATR I .. I i I EPDXIED ALL-THREAD RODS w/ I .I I BEAM WHEN 6x6 IS REQ'D. BRACING NOTES: \_ I ___,-,--- �i SPECS. IF OVER let FLOOR BEAM, 1. �� i 0 WALL SHEATHING PER TABLE I � - -,-,---- I I !I 1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.O. i 2"x2%1/8" WASHERS 0 24"o C. I I 2X4#2 SPF LEDGER I I I STRAP TO BEAM w/(3) CS1 6's (3ply I r I HTT16 & 5/8"00-1/2" EMBED 2. BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS I 41* � SEE SILL PL. SHEAR CONNECTOR I I w/(4) .131 X 3" TO I, ; END POSTS REQUIRED). I I i ,, _Z� EPDXIED ALL THREAD 0 EACH DETAILS PRODUCED BY THE TRUSS ENGINEER. i 4111� MONOLITHIC-STYLE FOUNDATION SCHEDULE ON S-SHEET(S) � I EACH INTERSECTING 1 I (3) .131 x3' �I _________ , -QR ALTERNATIVE AS SHOWN ON I I . I SHOWN. SEE SHEET ST2 FO WHEN USING WOOD*Tle RODS. I SVVB - SPECIAL SHEARWALL DETAIL I I I NAILS @ EACH !I _� , 11 -STRUCTURAL PL,kN- 1 3. ALL FASTENERS SHOWN ARE .13lx3" NAILS. I I I :� 1 I 1 4. SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REQUIREMENT. I I TRUSS OR :� I ]I I I I I I : - i I : 1 1 NOT TO SCALE 11 CHORDS ON 1 I 5. REFER TO BCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. I LEDGER TO i I Al .A 1 : TYPES/ST`YLES. I I DIFFERENT HEIGHTS I I� I I I : _ I _________�1 BLOCKING. �1 \_ I I i I I I . . SIDES BEAM-STRAP PER N/STl UON 1 1 ON OPPOSITE ;I 1'. I I I : . i I I 88 1 OF WALL. I ,_ I TYPICAL ONEz & TWO-STORY WALL DETAIL I!:=�_ �--__ _ ___ ----,- ____ . 1 7/16- A.P.A. OR TECO RATED I i ----,- - _ __ I -3 - I : - ,�_____ -------,___ - ____________ - I 1* I H II i I __ ____ I ,>,A � I SHEATHING W/6-/12-o/c 8d I i ! 11 1! 1� �� I I I 1 � PEWA ATERAL BRACING i � ; it I NAILING - 4 SIDES I : III I � � � I I LOCKING 1 I i !i I I -1 0 EACH BLOCKING :I I I I I I 1 NOT TO SCALE 0 IH (4) .13lx3" TOENAILS 1 x (9 I � �x /* '': NOT TO SCALE 4111111# _._,_____ _ --------___ ____ _____ ____-_ ______ ___ 5" < FROM EDGE OF 1! 24!' O/C. REDUCE E3 I ; I I I I ___________1__ ------ ___I I TO TOP PLATE OF I I V%l __ _,______,____ I � I � I ;I SPACING TO 16" o/c FOR .1 I ; �� _______________ ___ _��/ 1 1 - -- ______________________________ -_ I __ �Aj,- SHEATHING/POST 'I EXTERIOR WALL. ii .I _____________ __________ 1.- ____� �. _�__ I � I I i. SW2 AND 12" o/c FOR 11 I I� 0 I .. �i SWl. i I I -- ____ I I i R )rO A _ ,---) 1__' ,____� ROOF SYSTEM - - 1P0Mx15UW I ** WHEN THE HORIZONTAL DISTANCE FROM THE 2x4 J2 SYP OUTLOOKERS_= . I - LOW-CARBON STEEL NUT FO 0 _', ,_��I __� CONNECTED TO -1 ;, I, I I ____ i /I � I PEAK OF GABLE TO THE EAVE OR SEAT OF THE 24-o/c W/ -_ � , i� � I� . i I V"# ABOVE ROUND "FENDER" WASHER AB VE ,- WALL � y I i I �I 4111*11, i ii I .. , ,i I x. I 1 TRUSS IS LESS THAN THE MINIMUM ON-CENTER i I � I� PER STRUCTURAL il I 1 I I1 3%3"xg/Se SLOTTED STEEL WASIER.---' I I A i ii I . I I EXTERIOR WALL - I I i i (1) H5 GEAW OUTLOOKER TO TOP I I 1 1 . . it � i .1 I H I ROD TO BE POSITIONED SO THAT SQUARL" DETAILS. I S W (TYPE) -'I I I I I SPACING INDICATED FOR THE"X"-BRACING, A CHORD OF GABLE TRUSS OR END I : I � I ti ! I --Ar I ! i ri,�+ . LUMN MAY BE I SINGLE "X"-BRACE AT THE PEAK MAY BE USED WALL TOP >. � WASHER CAN BE TOTALLY SUPPORTED BY --�/) 0 ! MIN. 7/16- THICK (24/16 SPAN INDEX) APA OR � I I 11 - I : ,�,�_� ,,, i - I , DETAIL TO BE FOLLOWE LL LOCA11ONS WHERE USED IN LIEU OF 4x4 OR 66. I AND THE OTHER (OFF-PEAK) "X"-BRACES MAY - OVERHANGS 16'!->24", 0 16"O c--- I 41101111 I i THING ATTACHED TO r 1 1 1 11 _C T Ni TWO PARALLEL TRUSSI . I � -1 � - I L t i I! . � I 1 BE OMITTED AT THE CONTRACTOR'S DISCRETION. - TOP PL.. ,�� i I - / I � H EXTERIOR WALL RUNS J41E ES � I FRAMING MEMBERS & BLOCKING PER TABLE BELOW. i 1 I i / : / � I : i ** I I / I 1 I[ (2) H5 @EACH OUTLOOKER TOP : ;,. I I i IL I TO I � - � I TORQUE NUT ABOVE WASHER TO 30-35 i BLOCK ALL UNSUPPORTED PANEL EDGES W/MIN. I 1 i� 1, I ___ � : z , " i .I � NOT TO SCALE I R E FA N ALL ROOF SHEATHING I - i 2x4 BLOCKING. I I I - � I -POUNDS AT TIME OF INSTALL � -,�, ___�,- t FOOT ATION I i FASTEN ALL ROOF SHEATHI G CHORD OF CABLE TRUSS 0 ND I I : I ALL TOP >. Va I -_1 I i I 1 �KING DETAIL 2x4 BLOCKING AT ALL R F l,e WITHIN 4!-O" OF GABL Lo, ,'-n" CE GABI F WAI I I (.,l,i1I""") 111111,11, �, , � I ' TO SIC r ", 0 1 � (AFTER EPDXY CURES). i 2ply MIN. STUD END POST (PER 1� I � I ALE VII, , I __ i i � N01 I _� -1 _,� I I 11 SHEATHING PANEL EDGES Wl' _\� � , I 11 0 I'll i � - � __ - � UCTURAL PLAN) 0 EACH END OF I � 0 tO ALL SUPPORTS w/8d - - � I i I f THIN TO ALL SUPPORTS w/Bid I I �"� - i I � . � � I LL. J\INAILS 0 4"o/c 2x #2 SYP BLKN'G BTWN \ NAILS 0 4'o/cl I _ 1 � SHEAR-WALL U.N.O.. SEE DETAIL D- I i ---I------- -,-------- I __�L__----- ________ I 4'-O" OF GABLE WA ---------.-- _______ 11 I � ; I I __- ___ ______ I 1 I ,, - - ,� --- I I __ --_____ I � 11 t -1__-.1- ______._____---____________ __________________1I . 11...:��, , U OKERS W/.1 31 X3" 1 1 M � I I I I I FOR ATTACHMENT OF PIOST PLYS I 1 1 F-- - ___`�---- - _____ -1 ; � � I V_,W I i , : . I : : i - I "I - V4 TOE- , � *ATR MAXIMUM OUT-OF-PLUMB I - i __i;r_ I �i tj . NAILS 0 6"o/c TO - �` I 41111, I _�_ __1V_ 1 1 1/2" WOOD*Tie -.- H (3) .131 x3" TOE-N ILS � "I 4� PER FOOT OR 2' PER I I I I I I 1 TOP CHORD or TOP > / I ________,,- ------.------ ---------- ____ 111111* 11 1. - __ ____ ___ . I TOLERANCE: Y !i 5-1/2- MAX ROD U.N.O. I HEADERPER STRUCTURAL ii 0 OUTLOOKER / 2x4 BLOCKING AT A -_ < WOOD*Me ROD FLOOR LEVEL- WHICHEVER IS LESS. I - I i -_ __ I I DROPPED (-3-X-) TOP CHORD I I � . E I i I PLAN OR TRUSS LAYOUT " 1 � COVEN I-IONAL OVERERAMING CONSTRUCTION NOTES i I I 4- 4- , I � I BLOCKING-TO-TRUSS SHEATHING PANEL EDGES WITHI I I I �. I f I 1 . . I :! KING-STUD ASSE �; 1! P CHO . H I � I i : �i /_ .111`i;�, _______- --- ____ 11�' PROVIDE FULL ii !!! i MBLY 1 #2 SYP DBL i, -_2x "L" OR"T" BRACING ON VER11CAL � ,V-0" OF GABLE WALL. I � I I 1�1__� I . i i SHEATHING COVERAGE 11 I I � I i WOOD TIE Rd� AT OPENINGS MAY SERVE :I I. i : 1! t I I I 1%PER : I �� TOP > I ;, WEBS AS SPEC'D BY TRUSS ENGINEER. :1 : I I I : -_______L : 24i4� #2 SYP VE 2x �' I � i I � I q . ;. : � ! ON MIN. ONE PLATE. I I 1 1/STI � I AS END POSTS AT I I I ; .1 31 x3" TOE-NAILS 0 1 RAFTERS - USE 2x6 #2 SYP/SPF RAFTERS @ 24" O/C ATTACHED TO RIDGE & VALLEY NAILER w/ (3) .131x3i" TOENAILS. � I I �-______ -_ I // (f) I I I � SHEAR-WALL ENDS �i ., I I MIN. 2x4 #2 SPF @ MAX. 24"o/c w/ - I NAILING INTO TOP PLATE I I I I I I : 1 1 III : I OUTL OKER-TO-TRUSS TC bi I I I i I I 1 1 . � 1 1 VALLEY NAILER - USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS w/ (4) .131x3" NAILS. I ! I , i 11 : � -_--_1 717__� � wk�(3) .131 x3* NAI .13lx3" NAILS 0 6"o/c FROM BRACING 0 1! I I I I I � Ili ; I . i � it I I[ r I � INSTALLDEIL 2x . . t PER A/STI. ,'I 7,i . t I I I :I �'� j � I�1(2)MSTA24 W/(9)10d / TOE-NAILS PER EN TO WEB. ABSENT OF SPEC(S) ON t RAFTER CRIPPLES - 2x4 J2 SPF CRIPPLES 0 4' O/C (MAX HEIGHT = 6'-3"*). � II ; I --____-______---A I � i I I I i ;I I I ____- . ; I I I 1 1 ' ; i . - , I 2x #2 SYP DOUBLE TOP >ASSEMBLY bi : 1 I I i i 2 1 � I ! BLOCKING IN .. I EACH END OF EACH � I i 1! _,_�--HOLD-DOWNI AT EACH EAII-�. 5-1 1 1AX � , I I I I I I TRUSS ENG., REFER TO -EXT. WALL 0 1 1 I i I ; I - SLOPE TO MATCH ROOF PITCH. RIDGE CRIPPLES - 2x4 #2 SPF 0 2' O/C (MAX HEIGHT = 6'-3"*). I � i ! � j OF SHEAR-WALL, PER I i I I FIRST TWO S -_ I I BEAM TO POST. 2x4 #21SYP "X" BRACING. LOCA 0 PEAK & SPACE STUD SCHED." ON STRUCTURAL I I 1� � I I I I I 11 11 : I I i� I INTERMEDIATE SHEAR i I ii. ,. IMICH I I I L *IF 1x4 T-BRACE IS ATTACHED To CRIPPLE w/ .131x3" NAILS @ 4" O/C (MAX HEIGHT = W-110"). : . . . 11 'I -- .. � I 1 ! ASSOCIATED TABLE. i I I I i EQUALLY EACH WAY AS SHOWN BELOW. EXTEND "X" DRAWING, USING WEB LENGTH/HEIGHT 2x STUDS CONTINU I I i INTERMEDIATE FLOOR FASTENERS, PER DETAIL I I ! i I ry I I .�� I I! ADJACENT I I i . !I I SYSTEM TO UNDERSIDE OF DBL I i I I % I i RD MIN. 8' FROM GABLE WALL AND � � I I SYSTEM-APPLICABLE :I I � I.L.O. >HEIGHT. DOUBLE AND/OR TOP > *IF 2x4 T-BRACE IS ATTACHED TO CRIPPLE w/ .13lx3" NAILS 0 4" O/C (MAX HEIGHT = 11'-2"). 1 3 ,I -� � I I I LOW-CARBON STEEL j4 1 � � I BRACES INWA L ii A/ST1 TABLE, TYP. i: : . ..... FRAMING, PER I I I� TO MULTI-STORY I �! 1 1 . . . us_______j1 i 1 L I I COUPLER w/MIN. 1 i - I� � ____ __ ATTACH TO 2x4 VERT 0 MID-POINT w/(3) .13lx3' TRIPLE "L!sl-rs* AS REQUIRED TO 1 ASSEMBLY (0 OUTLOOKERS). SEE I! IF CRIPPLE DOES NOT' BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD (1) 2x4 #2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED W/ (3) .131x3" i i V , BUILDINGS ONLY. L__1_t_ I I . ; I : I I -----11I-1- � I t �� I THREAD ENGAGEMENT -,,7--- __-__-A 1 i __ I "' __ I � � �l � TOP yl LW-0-F I 1 i NAILS FM EA SIDE OF-X- BRACING. MIN. (3) EVEIMILT � MAINTAIN MAX a/c SPACING WHEN I , STRUCTURAL PLAN. I� TOE-NAILS TO EACH TRUSS TOP CHORD. CD D ; I I - i 1 J00, T"""""ll I I i SPECIE5 FROM �4x4 POST WEBS EXCEED SPACING SHOWN ON I 1 1 � , '' + I i i . i ,% 1: i FRO Tl1e �- -- __* I I F i LE. I POSTABEAM I ED "X" BRACES PER GABLE END. I � ! . ! r � I[ H i \ i I I: ; ATTACH CRIPPLES TO RAFTER OR RIDGE w/ (3) .131xY NAILS AND TO TRUSS TOP CHORD OR BLOCKING w/ (3) .131x3" TOENAILS. . I t : � I t : I I �i I i I i � !I I I : -COLUMNS TALLER THAN 10' OR I - 11 I � t i I . ,, I � i i ROD. (OPTIONAL I ! t I L_ I 1 \\ I I ; ii MAX. "X" BRACE SPACING 6Rb*VbE-TOP CHORD GABLE ROO I i I �I i H 11 I 1 ,i ENGINEER : I THOSE SUPPORTING ENGINEERED :I 1 RIDGE - USE MIN. 2x8 #2 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). � I D) : I INTERMEDIATE SHEAR FASTENERS, PER S11 I > I ': I i : i "' TRUSS S = V) LOCATE AS REQ :1 I 'I 1/2" dia. I :I - 8'-O"o/'C i I NTIONAL RAFTERS/JOIS . : !I I 10d I <5(2 PITCH , I ! -(2) MSTA30 W/(24) I I WOOD PRODUCT' USE PT#2 : I : - AIL RIDGE ENDS TO COMMON TRUSS 0 ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END wl (3) .131xY TOENAILS. I � � i ii I N i I�_ : . ReE (41 1�7� 142 <?42 PITCH - 6 I I i ii I ! WOOD*Tle RODS - Vdia. I ___ -__ 1 I WOOD,I i NAILS NAILED TO PLATES I I I SYP 6x6 POST. (U.N.O. ON I I i� I . �: I----_____- ;I I 1 1 1 7/16- THICK (MIN.) APA- I J , i � AND BLOCKING ON INSIDE I i I - - 1 ,7 I U.N.O. : i �,I h ,.I TRUSSES BELOW OVERFRAMING w/ PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A/ST1. RODS :; I i I i� I I 1 - 1;� TECO-RATED WALL SHEATHING. I 0 1 WOOD*Tie ANCHORING RODS 1 1 i I j STRUCTURAL PLAN) .! 11, I! i ' M 2_ � (-ATR-) LOCATED AT TRDTN'L MTL CONNECTORS . I I i !: I I .1 H - 41, 7� J N"I N - I � I - 7 ___ "I'V11,11 I - 1 SEE TRUSS DETAIL "VALCONVF1103" (IN TRUSS INSTALLATION PACKAGE) FOR VISUAL PRESENTATION. I I I Ii I I I L -- -_ MATCH NAIL SIZE/SPACING - . I I I r : CORNERS, EACH SIDE OF EXTRA ROD REQ. FOR SHEAR-WALL HOLD DOWN IN � i I I I �� (a ; I I q I DESIGNATED FOR WALL BELOW i i I I I I j I P�� ,I I k'� i I 11 I : I I - ; -_ ______ -- -----------�- ---____ -,---__________,- -_ �---�____:::_ - - i I I OPENINGS LARGER THAN 6'. : ADDITION TO ANY RODS USED FOR UPLIFT. i i ;; I I I I - ______ --___ - �5 . � it I I �i / ", v SYP LATERAL FIR A CIVG / GABLE. BLOCK ALL PANEL EDGES. l I F-----_ _____ _______________ ____ -------F- - I , !; ii ,I i "INDEX" SHEATHING 1/4" FROM z. 'III'!MEDIATE i AND Vo/c (EXT. WALLS) or I I I i i BALLOON FRAMED � MATCH EDGE NAILING i I I j I [t I 0 ! MATCH EDGE NAILING I i BOTTOM OF SHOE PLATE FOR - SIH PLATE : I il i 1; H I � CTION NTH 11 w/(3) .1310" NAILS INTO EACH I I I _ < X � I I : I � : -f--- _______ 2x #2 SYP CONTINUOUS ; I � 4'o/c (INT. WALLS) I s H � I 1! ** BALLOON FRAMING MAY BE USED NTH I I PATTERN FOR ---------_-__-_,_T_ 2x4#2 SYP *CATS"0 : "I )I I 1 1 I i I i .I !1 TRUSS BOTTOM CHORD. MATCH ! CONNECT END OF LATERAL BRACE TO y -____ ,, i MOISTURE PROTECTION AND TO �",� SHEAR THEREAFTER. SEE DETAIL I 1 1 1 1 1 BEAM I ABU44 OR ABU66 W1(12) 16d I , I I f I It SPECIFIED Slit (BEL _X'] 4, 12-./. ATTACHED TO � 8d COMMON END OF EACH SHEAR-WALL SEGMENT 1: I I I 1, SPACING & LOCATION OF IEITHER ROOF TRUSSES OR CONVENTIONAL : i /-FROM TOP >OF I I OUBLE N1 I ,,� ; if � . i I I TOP 'WE* QF !FRAMING. IN EITHER APPLICATION, WALL I AT SHEATH TOP �, I AT SHEATHIN, TOP ! TOP >'S W/(4) 12d I -_ I _ I 1 (2) H2.5's, 1-15's OR EQ. /, SHEAR-WALL TO ADJACENT, 1 AILS& ! � 1, . SEE TABLE FOR - I� ADJACENT"X" BRACING. I ' SPECIFIED SW (BEL ry UJ PLATE 0 TOP OF WALL. ;e��4 I F/ST1 FOR USE AT ENDS OF NAIL SPACING i� I ABOVE I & ATIR OR (1) HTT16 & ATR. I BOTTOM CHORD OF GABLE TRUSS wl IN ! III i �,/� I I SHEAR WALL SEGMENTS. I' I i I CHORD OF INDICATED � �/__COMMON N FACE OF SHEATHING TO JI I lst-FLOOR SHEAR-WALLS I POST/BEAM I It FRAMING MUI BE CONTINUOUS FROM THE 1 CHORD OF INDICATED I : 2nd-FLOOIR SHEAR-WALLS I �I I I I I I OUTSIDE I APPROVED SHEAR-WALL H I I I - PARALLEL TRUSS. ADD .131 � � M I it il 1 ATTACH TO EACH I FASTENERS AND I DESIGNATION I I I H I I 2x STUDS CONTINUOUS FROM FLOOR BELOW TO TOP PLATES IMMEDIATELY I TRUSS CONNECTION. TRUSS CONNECTION. I BE"FLUSH" W/SLAB EDGE. it 1� z I I 'i x 3" NAILS FROM TRUSS BC I i ADJACENT TRUSS W1 I I I �, 0 TRADMONAL WOOD*718 TRADITIONAL WOOD*Tie i �I 1, I I : I I FLOOR SYSTEM TO BOTTOM CHORD ADJACENT, AND CONNECTED TO, TO THE i i I ", - �, i SPACING. � I � ANEL li I I I i: I : � I IKUSSTO TOP >ASSEMBLY w/ TO 2x AND FROM 2x TO I i I" __ EDGES FIELD HARDWARE RODS HARDWARE RODS r�, 1 L I 1; UNDERSIDE OF THE OUTLOOKERS ABOVE. [E A 1 1 (3) 10d COMMON i L I 1_�t 11 I-- -- I I _______ 1 1 I N i� I I ,1> I 1, III , �_� 11 OF GABLE TRUSS. SEE I .13lx3" TOENAILS 0 6"o/c & EITHER j TOP >- MATCH EDGE I I 4rill, i �,, I ! ", - �, I GABLE TRUSS IS USED, IT MAY BE APPLIED TO I I I TOE-NAILS. i - �, 11 � I FASTEN STUD PLYS �, :1 STRUCTURAL PLAN. NAILING PATTERN FOR I /i' � I --i -- - _ N - r I SW WALL SEGMENTS >-15' LONG: WALL SEGMENTS (2) CS1t's ACROSS WALL SEGMENTS ) I I � - '' � _r :1 MSTA12 STRAPS 0 48"o/c OR LTP4 ' I � . N� H I TOGETHER PER DETAIL H "\1",\�,,,\",,"17, �, _ � " ---- THE INSIDE OF THE WALL STUDS AND THE B.C. I - - � � �, _/ 1 1 I SPECIFIED SHEAR-WALL. 2x I : I C l 15' LONG: NONE FLOOR SYSTEM TO 15' LONG: NONE I I :: I I/,"//,,,,//"�,,� PLATES 0 32"o/c - I I 1 ENCLOSED 6"o/c 12"o/c NONE REO'D. WALL I !!, D-ST1. -11,","I " , T// � ATTACHED TO EACH STUD NTH (3) .131 X 3- 1 - MUST MATCH OR EXCEED - L � , I� . I d �� I T=__ - I I- 1. , I i it ,,, ,�"\,\"\,>�\',-\--- "" I f I i P- - ,: __ SEGMENTS <15' LONG: (1) REQ'D, WALL REQ'D. WALL ii '' !I I ENG. TRUSS-/ i ENG. TRUSS ENG. TRUSS __j ri.o.- _r, H ��/�,��.,,< , ,,, I � I 1, i , Y ; I SIMPSON "AT" (ACRYLIC TIE) I 1! I ,� I r [I li ,", , � PLATFORM FRAMED _;�11_ AND THE T.C. TO THE TOP PLATES wl.131 X i :,- LENGH OF SHEAR-WALL I Z (�o i ; -�,, I /\Y,,///'\�///"', � I � SEGMENTS ,' 15' COLUMN BELOW wl SEGMENTS e 15' .1 , �i I I! H 1�� I I I � I I -!��,�- i [� " ".LIJ -ij I I HTT16 OR �11) PHD2 :I I 11 \�,/\ /,"<��\1�,/��, ,r � I I PARTIALLY 1st FLOOR i I i I !, >->,\�I I ** BOTTOM CHORD OF GABLE TRUSS MAY BE �� 3" 0 4"o/c IN (2) STAGGERED ROWS. ** SHEAR-WALL - CONSTRU I ; SHEAR-WALL - CONSTRUCT i _j I i 11 1, i , CI I . 2-PART EPDXY, INSTALLED _�_� :E -- MONOLITHIC-STYLE i LONG: (1) Y2"dia LONG: (1) Y2"di 11 11 I /I I _1�1\ ,I � L-1- 0- - PER MANUFACTURER'S n 2 <I I I ENCLOSED 6-o/c 8"o/c c] I it ,I /11 1/1,///"-/ I �, , i I 1 < i WOOD*Tte ROD HOLD-DOWN AT BASE WOOD*Tie ROD i I �--/-- FLAT, SLOPED, OR COMBINATION THEREOF. IN � III Ist OUTLOOKER IS 1 PER SPECIFICATION. EITH i PER SPECIFICATION. EITH I . I � I _,", -_ � it \-/\\"--,,--�/\ I I ALL INSTANCES. VERTICAL WALL FRAMING MUST , iE I I I ; INSTRUCTIONS. 11 3: i I I 11 ]I I I 11\-;--\� -FOOTING (SEE "�', OR BOTH SIDE(S) MAY BE I I I W = : � I I I H i I ill I M"I-- FOR CLARITY, SEE III I i 1�� --,32" FROM FASCIA I li (1) HTT4 OR (1) PHD2 Y2"dic (2) CS161 ACROSS (1) N'dia I I 'e'�11,-'�/ FOUNDATION PLAN FOR ! �,,� - OR BOTH SIDE(S) MAY BE I i , - I I : SHEET ST2 FOR I - I BE CONTINUOUS FROM FLOOR BELOW TO TOP Il- - 1�, BOARD, DOUBLE let � SHEATHED. il EDGE OF 2x NEED NOT SHEATHED. I I I Mi _j -2i I i SW2 (1) I \_ � ��, � I L,J 0 L11. _____ ENCLOSED 4"o/c 12"0/c WOOD*Tie ROD FLOOR SYSTEM TO WOOD*Tie ROD � SIZE) I PLATES IMMEDIATELY ADJACENT, AND \ _,�-, � I ill 11 BE FLUSH WITH EDGE I I I I � - 11 "I "'m I I I i . I I! ORD ABOVE. ** OF TOP >. : Df� VW) i � -_! ON I I -I I �,, 1 I LE U I- 0 TYPES/STYLES. I COL. BELOW w/ 1st I! -I- I !I **- I! ii 11 I THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A 40 � E I I 1 4 11 I ,� 11 PARTIALLY iI I 11 THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A ::E I 4"o/c 8"o/c FLOOR HOLD-DOWN i: i I 1 I SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA D M 0 ENCLOSED ATBASE 11 i! I (ROOF OR FLOOR) DIAPHRAGM VIA V 0 i .1 I SHEAR-WALL TO A HORIZONTAL I I I . 1� I l! it AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE 7 - i CHANGE IN PLATE HEIGHT I FRANAING DETAIL U.NO, � I I it AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE i 11 I - _1 ii 11 I i UOUS TO THE UNDERSIDE OF THE HORIZONTAL SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL __ i ,� � i SW1 (1) HTT5 OR (1) PHDIS (1) e S *Tle I i I it I SHEATHING. THIS DETAIL IS NOT APPLIQABLE WHEN CONVENTIONAL i ,�""`i i 5/8"dia WOOD*Ti (3) CS16'*ACROSS (1) ;/8"dia WOOD --- � � ",t n MIN. 2" EDGE ! 1�� SEE SILL PL. SHEAR CONNECTOR SCHEDULE ON ENCLOSED 3-,/c 12-,/, ROD (MATCH HTT22 FLOOR SYSTEM TO ROD NOT TO SCALE NOT TO SCALE I TYPICAL GABLE-END FRANAING DETAIL - U.N.O. Il SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL I Li- � I ll DISTANCE I I EMBED./EDGE DIST.) HEADER OR STUD (MATCH HTT22 @ I � ROOF FRAMING IS USED. Uj � I S-SHEET(S) FOR SILL PL.-TO-FOUNDATION 11 I ____ 11 li ROOF FRAMING IS US:D-. , I _______-------____ _______ _-,_____- ------,------ i NOT TO SCALE I T_ M _� I w/ 3"x3"xY4" COL. BELOW w/lst EMBED,/EDGE DIST.) . -------__--,- .___ .. - , --- 11 11 U H ACHORAGE WHEN USING WOOD*Tle RODS. I i SEE TRUSS ENGINEERING I It I PARTIALLY ROUND-HOLE WASHE .FLOOR HOLD-DOWN w/ 3"0"xY4" I FOR ADDITIONAL INFORMATION AND DETAILS I OPTION #1 � 1111) I ENCLOSED 3*0/c 8"O/c AT BASE ROUND-HOLE 11 ON CONSTRUCTING A GYPSUM CLN'G DETAILS FOR MAXIMUM o/c �L_______ -______- I-, ---- 1-1- 11-11, "I - ---,----_______ ________ ---�---,--- - I . OPTION WASHEL .1 SPACING OF BRACING. I ___ -11___ .-- .. -------, I I—-__ ----------..'' _____ INTERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE I INTERIOR SHEAR-WALLS RUNNING P L TO 'MUSS ABOVE _____._j i E � � - . I i DIAPHRAGM, REFER TO REPORT ICC ESIR I EXTEND HEADER TO KING STUDS i _____ - ____ - -- I—� -_ !-------- ,--- -_______--___ -- _______ D -qt I 0 : B WOOD*Tie DETAILS & SPECIFICATION . I *= MIN. 15)8d NAILS EACH END OF EACH STRAP. I 1338 & ESR 1046 "GYPSUM BOARD (I I --- 1-1 I I I I I _j � � SEE H.I.B. '91 and BCSI 1-03 I � I I I i I INTERIOR &EXTERIOR APPLICATIONS,". i i EXTEND ONESTUD TO TOP OF - I N_ i `III ST1 ' NOT TO SCALE I ALL UNDER-EAVES (SOFFIT) T) FOR ADDITIONAL ENGINEERED H HEADER, INSTALL REMAINING STUDS I I MATCH EDGE NAILING i rh 0 1�,NOTES: 1) HARDIE-PANEL OR LP SMART SIDING IS AN ALLOWABLE ALTERNA71VE TO THE SPECIFIED 7/16" THICK APA OR TECO-RATED WALL I I I ROOF/FLOOR SHEATHING - U i i BE EITHER VINYL SOFFIT H AS JACKSTUDS ANDSTRAP EACH 1-_-_ -_ -___ ________ -- ---- I __ __- _ TIFIED AS SUCH ON THE STRUCTURAL PLAN. I I I ... � I � . . � . � I ___-_____-,_ ------ -_______ ___ _______�-------- 1, -----I----------,--------1 SHEATHING ONLY IF IDEN i I I I 2x4#2 SYP NAILER TO i - ___��_ -----,., ��:��______-,_______-----------. "-_____ __-- ____ I ----I--- ---------I i MATERIAL, RATED & INSTALLED � L.- 00, INSTALLATION AND BRACING I) I I SPECIFIED SW (5��__�_Tll 1/1- - - - - I z I-- 00 = i ; I 1. � . � . � . - 0 3 - I �� H 11 . c � I P I TT 2) OPENINGS AND/OR PENETRATIONS GREATER THAN 12%12" ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. I FOR THE APPLICABLE DESIGN � #4 *0 DETAILS & INSTRU it /(1)MSTA24 PER PLY. HEADER PER STRUCTURALPLAN. - IL7 I AT SHEATHING--Tu . / / / I ),1, / / � 2x #2 SPF BLOCKING, AS REQ'D FOR RADIUSED-TOP I 1 3) TOP PL. SPLICES IN SW1 & SW2 DESIGNATED SHEAR-WALLS SHALL BE MIN. 48" LONG w/ MIN. (24) EVENLY-SPACED 10d NAILS. I 1 PRESSURES FOR THE SP _1 , SIDE w -1 I I I . ;r 11 � � . � . � . HORD OF INDICATED I 16" W/10d COMMON 0 3 a/c, i PROVIDE FULL-DEPTH � � ECIFIC _ - 11 C I ; , I 1 , , I I � � � , +--,-,#, f lll� 11, , I : I __ , G I 11 . . . . . i TRUSS CONNECTION. I MAX i BLOCKING BETWEEN JOIST/ �Al //I/ / / / 1 / / I WINDOWS, w/ (2) .13lx3" TOE-NAILS PER END. 1! 4) AT LOCATIONS WHERE MIN. SPECIFIED TOP PL. OVERLAP IS NOT ACHIEVED, ADD (2) MSTA24!s (ONE EACH SIDE OF >) CENTERED ON .1 APPLICATION, OR. %* THICK � - lx4 SYP CONTINUOUS BRACII I i�I . I i I i /I // -4-4 �, Cn CN ,T- bi � MIN. 7/16- THICK WALL ��_ I 1 0,�I ..-x. I I i - . 7/16- THICK (MIN.) (24/16 i I -,- I", -I w/(2) lod To EACH TRUSS. I: I �'-�FASTEN TOP PLATE TO HEADER F--EF-,-_ I i SPAN INDEX) APA- OR TRUSSES ABOVE Ist STOR 11 EACH SPLICE. I (MIN.) APA- OR TECO-RATED - OR --1-2i -- i : � SHEATHING OR STRUCTURAL HEADER, ADJACENT TO it I - I 1 .2.� .!�, I ! ),�,-/-�/ / I / / / / 1 I / � I., 2- TO I 1i SHEA I i I �-1. I �/(2) ROWS OF 16d NAILS 0 ii � I i TECO-RATED WALL i SHEAR-WALLS. ATTACH- �/ -_---- SHEET-SIDING w/(1) ROW OF 8d . I I I i -_ SHEATHING TO E I JOINTS MIN. (2) TRUSSES. I . - 3 o/c (TYP). -i ioi.; . " 3LOCKING 1 I I "� IJAVX TURAL -TO-HEADER I -BEAM) INCREASED TO 12" FOR 1/2"dia AND 15" FOR 5/8*dia RODS.H _"'\ I 1 ; I ENO. TRU I �� P PL. - PER CALL SPH4-6-8 CONNECTORS 5) SECOND-FLOOR SHEAR-WALLS LOCATED ABOVE CMU WAH S SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST-FLOOR THING w/6"/6"o/c 1__� - DO NOT SPLICE - OVERLAP 1 / 3 ___'), NAILS @ 3"o/c AT TOP OF OUT ON STRUC' 0 TOP PL 0 I SHEAR-WALLS WITH MINIMUM ATIR EMBEDMENTS (INTO LINTEL OR TIE 6d NAILING. BLOCK ALL I __� " I�� SS-Z SHEATHING w/3"o/c Bid i / / / �', / / / / j / DESIGN RW I I 'G(IN TO TOP >) AND AT PLtN. � ��,,�MAX. 32"o/c. I 6) AT LOCATIONS WERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR-WALL. THE WALL MUST BE CONNECTED TO THE DIAPHRAM 11 UNSUPPORTED PANEL EDGES. - . I I -1 EXTEND BRACING TO END OR 1 SEE CALL-OUT ..�1-1 .1,I 1�1� -1 16" MIN. FOR 1 STORY I NAILING. BLOCK ALL I w/8d NAILS 0 6"o/c AND ,� I SHTN I I 1 1 -- I ISM-4. - -- _j,1,____ WALLS& ATTACH. I I ON STRUCTURAL �, -1� e 1 ic,JI �.I.i 24" MIN. FOR 2 STORY EATHING �7 BLOCKING TO TOP PLATE / / /'y / / / / 'Mil / F i ABOVE. REFER TO DETAIL W/STl FOR OPTIONS.- I I _�� 1, I I � � 11 UNSUPPORTEDPANEL i - BOTTOM OF SHTN'G (IN TO HDR.).1z 41, � , I I I ! FASTEN SHEATHING TO HEADER W/ " 11 I- 1, _%, _� . H 2 #1 I�,.c� � I':,2 1. I /8d - w/0.131"x3" TOE NAILS - NO ADDITIONAL PL.-TO-HEADER _f i � \;,,- - 8d NAILS IN 3" GRID PATTERN AS . I . I ". . . -O/C IN (2) STAGGERD _T;;I-- I : . \�, : - 1 4 iI � ,,I, 7 ., . I I i i I OPENING. o0.1 I olF. I COMMON @ 3"o/c. t I I MEB CONNECTORS REQ'D wl TRUSS . I TYPICAL SHEAR-WALL ASSEMBLY DETAIL I I I I SHOWN & 3"o/c INTO ALL FRAMING i !I SHEAR-WALL- CONSTRUCT ROWS. 1, .1 31 x3" TOE- OR ;I i I ,'I . � � I ,, 1. I I 7"/7*o/c 5d COOLER i 1-1 . MEMEBEIRS (STUDS, BLOCKING, AND - �'!I � ii 1� I -4 _-__� END-NAILS 0 KING 11 I . PER SPECIFICATION. I' _ : 11 .. IF THE INDICATED !I 1 1 1 UPLIFTS �1,000#. FOR HIGHER , . STUD � I i ;I . I UPLIFTS USE CONNECTIONS AS ___ . , � NOT TO SCALE -Y �11F CON11NUOUS BRACING IS SILLS) dki 6 I ATTACH SHEATHING , SHEATHING BE ON OPPOSITE OF I I CHECKED EAW U _____LJ__ , AILS OR #6, 1 47 ,�,�., I. (TYP). ; . it __ . I _i------I -__;� .. __TO HEADER. 2x6 HDR. I I I I I I i ___._Z I � I SPECIFIED ON STRUCTURAL PLAN. __-�------ �, 1 ��DRYWALL SCREWS. 1 APPLIED TO THE BOTTOM OF THE ", - . : i 1 1 - , \", .. \ USE (6) NAILS, 2x8 & I __________l 1 1 1 ��0 11 1.1 11 I TO TOP >'S W/8d 11 SIDE OF WALL OF BOTTOM WALL I I __�____ ____1 ___-_ I 11 z -_ ----_ I -_ -______-________----!I I I I I �, I i RLY I 1 COMMON 0 3"o/c. CHORD NAILER. H .1 I I I I , - I ___- ::�___- -___ - i � BOTTOM CHORD (AND, .1� 11 �l NOT PROPEI I �I , , , � ,`� ,% 2x10 HDRS. USE (9) I�_ - MAY 13EI I I -11 0. 1.� . I I i ___/ - 2". , I I 1 INTERMEDIATE (NON-CORNER) 1 CAST-IN-PLACE AT H I I I I .1310" TOE- OR 11 WI "I NAILS, 2x`12 & ENG. I! I I SUBSEQUENTLY, THE GYPSUM CLN'G I z , !,!,I I'l I 1 1 H SCALE N.T.S. , - . 1-c � .� z I I END WINDOW DOESN*T ATTACH � 1 (1) WOOD*T`ie ROD ADJACENT TO I I BRACED BY EITHER METHOD PORTAL FRAME DETAIL MATCH I 11 FOUNDATION POUR, 7 I I - . I it -NAILS 0 KING-STUD WHEN i � I i i I WOOD HDRS. USE(12) I! 11 THE CONTINUOUS lx4 BRACING IS ATTACHED TO THE BRACING 11 . � THIS DETAIL PROVIDES AN ALTERNA71VE METHOD OF ATTACHING A ; � TO HEADER. 2x6 HDR. USE DIREC TO HEADER. SEE TABLE FOR I: STUD POST IF PORCH BEAM IS .1 ill 11 -.1 TYPICAL. SEE STRUCTURAL Ad -1-! THEY MAY BE i TRUSS-TO->CONNECTOR: i I I I il THE . 1 , I I I I 1 \ NAILS.. I I -1 (SHOWN AT RIGHT) OR THE RIGID I ii RATHER THAN DIRECTLY TO MAX III- .�,' REPLACED WITH HTT22'. SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA SEE TRUSS SCHEDULE � i I I I i SIZE & CONNECTION(S). CONVENTIONAL LU I',- H 11 'It H STUDS PER ."I�I e FOR ADDITIONAL INFORMATION, (6) NAILS, 2x8 & 2xlO MEER (2x8, 2x1O, TOP PLATE MAY BE NOTCHED TO 1 " TRUSS) THE MAXIMUM o/c SPACING - I I DATE 7.7.2015 i \ I L k1". . HEIG HT CONNECTORS, ETC. "I ___� I ** AN ENGINEERED TRUSS,AND MAY BE USED I.L.O. FRAMING THE !I ----------- . � _ ______ ____ 2xl2, ETC). (1) WOOD*TE ROD ALLOW PORCH BEAM TO BE LET IN TO 1 I CEILING DIAPHRAGM (SHOWN AT I� STRUCTURAL PLAN. 1-11 ;I I TYPE (DTL A/STl) I 1. 11 I ! ---0 01',I i SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL I I I! .-4-OF THE BRACING IS 24". 1�_ . - i + - � ; HDRS. USE (9) NAILS, 2xl2 \_(1) MSTA-SERIES STRAP I 10,-1 I I ia i I & ENG. WOOD HDRS. USE -------------- � 7*�- -� i i I _____2;- 1�___ ____ ADJACENT TO EACH SIDE OF POST IF WALL PROVIDED THAT(1) 2x4 #2 SPF I I LEFT). .: I�,�I I ,�c, I'll.! �I. I SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL I I . i - -__ 0 EACH JACK-STUD TO I �I 1 1 **EMBEDDED STRAPS I TUDS /SHEAR WALL I ;� '. FOR A PANEL SPLIC �, S JOB NO� JOB __ ______ I I PORCH BEAM IS ENGINEERED LUMBER POST IS ADDED TO EACH SIDE OF !I I UNSHEATHED SIDE w/ E (if needed), io .1 ROOF F 3ELL i I . .11, c c', - (12) NAILS.. ` HEADER. 2x6 HDR. USE . 1! :i (1) MSTA24 PER PLY. . MUST BE INSTALLED w/ I I FRAMING PER PLAN INTERMEDIATE WINDOW HEAD I (LSL, LVL, PSL, ETC.) RT TOP >. IN � I I ,-, 1,-�, PANEL EDGES SHALL BE BLOCKED, - ! ADDITIONAL PC. OF #4 1 1 12" STRAPS, 2x8 &2xlO ADDITION, (1) WOOD*Tle ROD SHOULD 1 1 GYPSU iiii'll CLNIG DIAPHRAGM METHOD ACING--METHOD �_ , I.,.! � / APPLICABLE wl DETACHED L�/ I Il !I )� & OCCUR WITHIN 24" OF ii JU I 1 .44 i HDRS. USE 18" STRAPS, 11 ',� BE INSTALLED TO EACH SIDE OF (REQUIRES USE OF EXTERIOR-GRADE GYPSUM BOARD MEN H -�," I�� I.. REBAR PER SIMPSON OPTION S Q.FT. N A MID-HEIGHT OF WALL. ill . I WOOD*l1e ANCHORING RODS, PER-/ TRANSOM(S) ONLY. SEE TAB I I H 1 7/16- THICK (MIN.) (24/16 SPAN-----� ..� ." TIONS. ** I OPTION 3 INTERIOR OR EXTERIOR SHEAR-WALIS RUNNING . i ,,, 11 �jcl INSTRUC I 2x12 & ENG. WOOD HDRS. H I 11� PORCH BEAM AND (1) MSTA24 SHOULD 11 USED NTH "PARTIALLY ENCLOSED" BUILDING TYPES) I I I � DETAIL B/ST1, EACH SIDE OF [I I I INDEX) APA- OR TECO-RATED I i I FOR SIZE & CONNECTION(S). !; . '� !I ; . USE 2r STRAPS. I !I 1-1 ,�I wol 1.0 I INTERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE i PERPENDICULAR TO TRUSSES ABOVE W/HEEL OR '401- I "� BE ATTACHED TO (1) SIDE OF EACH I! I� WALL SHEATHING. BLOCK ALL ____16* MIN. FOR 1 STORY I I I 11 vigailIFEngigper: EACH OPENING, WITHIN 2 OF _$_ - 1i �, �1' 1� 0 11, I I � JACK-/KING-STUD ASSEMBLY. 4i I 1�1 �, �, TOP >CENTERED ON THE JOINT. i UNSUPPORTED PANEL EDGES w/ 24" MIN. FOR 2 STORY 11.� -1 it VERTICAL WEB 6" TO V-15". 1 i 11-� 1� 1 1 � /- it .1 I I - 1 I " I it I I i I ; JACK- & KING-STUD(S) 2 -, �1, .I TYPICAL BOTTOM CHORD BRACING & SOFFITS DETAILS I 2x BLOCKING. HORIZONTAL I'll, 'Ill I I I i I STHDI491 SHOWN I % LYNAt,,iy,,1-P,, -_ 0 SINGLE JACK-STUD TO I ,- I I -11 I i H 71. .. I 7; 7 I IN PROPER it _____ - - _______ � ____.__.___ -_____---_------ ______-,-------_',-,-----..-- % -., 01 J# i - PER CALLOUT ON �, I I I NOT TO SCALE APPLICATION REQ'D w/STUCCO '.'z�. '.. 1/2" dia. ANCHOR BOLTS I % �, HOE PL USE (1) LTT20B i 11 I I _� I I I .. .��,:I 1A APPLICATION NTH 11 � � STRUCTURAL PLAN 1, 1� I (P i EXT. FINISH. *.1. ,.__� W/7" MIN. EMBEDMENT& I I" 11 3-e q& #E I .-I : Ill .. . ;.;- . .*I I I FLOOR 0 DOUBLE JACK-STUDS TO I I I - " �"i L_ � ---" -_______________ ------------------ - _____ �i I .. '� -1 1 4��,1 It % - ,.�? � AROUND TOP PLATE PROVIDED -�, _', I- - .1 I '.0 � I -----.-.------ __ _____ --,__---_____ -__ ______ I NDOW SILL - S ; � 11 4, I ,," 2"x2"x3,/l6" WASHER (TYP). FOUNDATION. USE (1) I THE TOTAL DEPTH OF THE . " I . 1 (2) STHD14- EMBEDED _____ !� PLACE SHEATHING i .. -w , -, j I I -_ :� '.� 3ply 2X( ) #2 SYP �1 IX 1 2x4 RIBBON BOARD " HTT16 0 TRIPLE (OR MORE) 1 1 . ; I \ �! I -4 . i;,1 t,1 "EMBEDMENT LINE" "I" S 01 � 4 t 0 4110 SIZE & CONNECTION(S) I -1/4" UNLESS " - I 2: STRAPS 14" INTO-<� .. "� ..� __--P I.. ..1 FOR FLOOR AND 1- 40 INTERMEDIATE SHEAR-, * BEAM IS >9 ��, 1 1 i '17 i -,, T SILL>. I AT BASE OF CURB -� � , - , ligineep"so :I FOUNDATION. USE STHDI491 .: �;M. d--.t]�`, _ --- I I ,�� . , �%, I - - JACK-STUDS TO , � " " - L 0. NOTED ON THE STRUCTURAL , SHEATHING - , WINDOW(S) AND �, �, � - i I I - -- " FASTENERS, PER SILL PL I - �, � ,% , �i . . ,!- WALL. 1, - �, � TRUSS TOP CHORD _____/ 2 FOUNDATION. SHEET. - I I WHEN LOCATED AT A CURB , T I _r ; . _TACHMENT. 1 \ FLOOR �,, I . ft m � SHEAR CONNECTOR SCHEDULE OOR(S) SHALL RQ- ------,- I . 11 � AT 11,11, -_`>� I . I I I - . . % , I I i T, I __ I I � I I , TRUSS � ft T(S I I 11 I - I M,�� I , HEEL/END VERTICAL M MI . I "EMBEDMENT" AT BASE . � L. I. I ti I I',, I � . III I win I " I 1, 1 ,7 - * APPROPRIATE , S I I ; 1, r11 r"r11 I fft r". r%,0`�",M /" I WA I \ I Or MUSS - 1_1_� ------i F_� I I—,�� --- WALL (DTL 2/ST2) AND �'�il_-F I; '111.1�1�i ; *: ON S-SHEE ). + ATTACHED TO-7- I -1 I 1�1,� ',____14� INTERMEDIATE i BEGIN I ! I ,� - 1�ti�q- 2 �.�w�"-s �40/ 0 1 FRAMING MEMBERS _< NAIL POST TO PORCH I� I--- --- 1 OF CURB WALL. � . I I � : � 0.1 411a � I - - - I ! . it !-______, i % I e1c, . A I � - - I I � � I 00 ,:, I I I " - - -____1 I . - I I IN ACCORDAN DETAIL A/ST1, TYP. I 1, - HEADER W/(l) ROW OF it ��_ --"-- + -, I �, , II I- - -�,, :I : I 416 I . __ . 11 � r t - .1 -, i REQ'D PLACEMENT I "&- -- 10d 0 6"o/c FROM CONT. 650 I . -..--. .--..-.-.- : _�_�, - i� � * WALL FRAMIN . I % I � i __�11_' -,- lI i ) I � Ill I I MANU ACTURER'S :, i �� -1� - I 2x4 TO 2x4 BLOCKING 10 I � D . I , _�-- STHD14's) HTT22's 1� �� : I : .1 � I I ,;��;r- - � __,� ____ _, I'll+ - TIONAL (I.L.O. FOUNAD11ON PER STRUCTURAL PLAN, r � G 0 6* 1 _H3 � i i . . _� .13lx3" NAILS 0 2" O/C. I i ROOF SYSTEM ,_ _,_, k__1 OF OP `11 j 1 -1 . i I - - - L INSTRUCTIONS & i . ! - � i I I P !I I t � ,�� , _11 I 11 I i I : 11 - � __ ___ - ; E 0 i I r I NS. - I l I I ��,_ I I L__--_-_-- -- I 1: - I DIRECTIONS. �1 1 1 t 1 11 ,,.r k_�� 1 I PORTAL FRAAE DETAIL I HORIZONTAL 2x4 SPF#2 Irf p I . tii n;Z1 .. � I I % 1! : I I � I I 1 I I I 1,�2x #2 SYP TOP > I I _111��'__T ,I 1� �l I I I us I - j0%Aj - � i I 1 1 I i III i (2) ROWS OF .1 31 x JOTTO SCALE I ROOF/FLOOR SHEATHING �F Q w- i t 1! ; C__ V1 " _____ �QOD*Tie A�CIHIORIING RODS TRA ITIONAL METAL CONNECTORS ;I PORCH BEAM, SEE . I I PLAN VIEW OF CORNER3" NAILS 0 6"o/c RA k# "" � � I I I � I/I'\I I I I I I I STRUCTURAL SHEET Folt_/ � I V %I \-W THICK (MIN.) APA- OR . I DETAIL TRUSS TOP CHORD � i I � !I �i I -_ I---- - _. ! � FXfEQI0R WAILI-OPENING HEALER OR SILL 130 MPH',EXPOSURF-'--'. MINIMUM SIZE. � ; --- ------------ -_ _ -1 -_ I— �� I-,--------.---------- - - .. - - I SEE STRUCTURAL PLAN. I TECO-RATED SHEATHING w/ I______-_-_ --------- -____---- - � �. -- I I - __- __________7 i I i I t /d, x I - , I FOR STUD SIZE/SPACING 6"/6"o/c 8d NAILING. BLOCK HEEL OR END . I. . . "I . . �,*_ w, I .01 I 11 I 11 I � ; CONTINUOUS 2x4 SPF #2 W/ i I i I i 1 1 i ____ / ,/ 1110 IT I / I I MAXIMUM SPAN/OPENING FOR I I � REQUIREMENTS. I �� -2!!� 1 1 . I - I--_7�,___ / I � I - R GIVEN WALL HEI' CONNECTION FOU'RED I "___� 1 1 � 2x CHIMNEY FRAMING I I - I , " (3) .13lx3* NAILS TO EACH MEMBE GIHT i ; � ALL UNSUPPORTED PANEL EDGES I 9-_N--N___9 VERTICAL OF TRUSS - , .- ___ - . - i . / / / .7 / I/ 1`___154�1` i REQ'D" I - . AT ENDS k, II W/2x BLOCKING. I t(j,7 I i 10' 1-I I 1" -1 i , I 11 I . MEMBERS- SEE STUD I I . MIN. 7/16- THICK (24/16 SPAN / ./I I I I /I 1.1 / ". / I,/ , TRUSS VERTICAL& 0 6"o/c . � , I " I . / 2,SFTI 8� 2 9' 1 1 - I - - I I . F PLYS TO ! I i i .__---TABLE FOR SIZE, SPECIES / , I .1,311x3i" NAILS TO ; � __ ___- ; I i I --- / /,/ " .--- i . I / / eI,x / - - "1 -_'-7" ; 5-3" , - 4-0,131 X 3" I I I I A I / I I I / / I I-?X4_j5'-I1_ � �_._� 4'-1 0_Ir _T,,,DE NAILS � I MATCH HEADER. STUD POST SIZE I I 2x SYP BLOCKING w/.13lx3 � ------:)2ni 1:9 I I INDEX) APA OR TFCO-RATED WALL / -/ , / 1 2 , / '\,-INTERMEDIATE BLOCKING. ADD - i I SHEATH CHIMNEY w/5/16" k---- I � � - E / , --I . AND GRADE TO MATCH WALL STUDS I NAILS 0 6"o/c TO TOP OF TOP I 1 I I SHEATHING ATTACHED TO FRAMING / ./ / / / . I - 11 , / 'i "I - , 8'-4�' 7'-111';I 7'-6" 7'-2" C-1 3! X jj"TOF NAILS I H I /, / " / /f I-IX4 C)"I 6-0,1 1 � I USE OVERALL CHIMNEY � I I _11;��I / / / / / (1) MSTA18 STRAP W/(7) 1 UNLESS NOTED OTHERWISE ON >ASSEMBLY& TO TOP OF I HARDIE w/6"/6" 8d OR MEMBERS & BLOCKING 0 ALL / /I Ld ,1 __ I � . - - z kv, " , /� WW . I I HEIGHT FOR >HEIGHT. / " / / & , 1-2X6 8'-8" 8'-2 I 7-9 _:� !�-__, k 01131 X 3"_0E NAILS; I STRUCTURAL PLAN. CONNECT PLYS 11 1 7/16" APA RATED PLYWOOD -1 I/ / "', /I �Z- I/ / �"" lOd/END @ EA. SPLICE (CONT. - I I I �11 '! / - / E W -,, ,"NAIL ! I PER DETAIL D/ST1. 11 I w/6"-1 2" a/c. Bid 2-ply 2x's AT CORNERS. / � / // "/ / ,91 " 2x4 MAYBE OMITTED IF (1) 1 -6"11 1 0'-I"11 2-A35'S / / ", I / 2-2X6 12i-4" ,!'-S"1 11'-O"1 10' , /�x! - i EXTERIOR WALL / / I / �i / MSTA18 IS USED FROM � , I ETAIL F/ST`I OR CALL OUT ON , 11 I " � 3 of - , I I ��--M--K- §d , //, _��12: - -I I I UNSUPPORTED PANEL EDGES I � I I NAIUNG PER CALL TABLE ON / I ! I I - !I , - 11 'I" I / � '. � , I I I � I i. I ., ._,, ,/ . - 1. ./ � - BLOCK ACROSS EA. 11111111111111 mmmmwmwmmmmmm� I lq� IF THE HOUSE IS TIED DOWN USING I _/ - I - TOP VIEW D STRUCTURAL PLAN. 1/` z� I "� 4 FXPC EXTERIOR WAIII-OPENINIG HEADER OR SILL 130 MPH,EXPOSURE D. I I I I � 1; .I I : � EXTERIOR WALL-OPEN;NG HEADER OR SILL 1M MFH, ,SLIRE C � -------- i �I I CONVENTIONAL STRAPPING, REFER TO THE I ___r-(1) MTS12 OR (1) MSTAI 8 I I I 1 1 TRUSS) - - .- _, ____ I 1 �_�,_��,"_ . I _____ - . 2x4#2 SYP BLOCKING BETWEEN I I I I . 1 1 ; i I , I ; MAXIMUM SPAN/0PENPIG FOP I I MAXINNiM SPAN/OPENiNG FOR I I STRUCTURAL SHEET AND DETAIL N/ST1 FOR I � _____ I I I � MEMBER I I I I ,"I"1, I I I I f - . I i I t MEMBER I -f)UIIP,ED GIVEN WAu HEIGHT CONNECTION REQUIRED 9 I I TRUSSES BELOW CHIMNEY WALLS CHIMNEY& (2) HTS20'S OR ECTOR: i� GIVEN INALL HEIGHT CONNECTIGN HF2 I I I TI i 1. P E O'D I I I AT END- REO'D 11 - I AT ENDS 1; I I w/(4) .1310" TOE/END NAILS (2) MSTA24-S FOR A i SEE TRUSS SCHEDULE FOR I iI I i �_DOUBLE TOP >OF WALL -- �, 11 -----I NO.2, SPE�11 T I I� I I --' I i I �01 2, SPFF��_ 1-" . I i io, 11' � 12' 1 1� ; IN LIEU OF WOOD PANEL SHEATHING, CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HAVING EQUAL OR \ -�-�� 8, ��w P�' 1 9� � i� 1 AT EACH END OF BLOCKING TO RECTANGLE CHIMNEY 0 EA i I I I I 1�01 -I V 1 - I 1. ; - ____ i ! i I I I � - __- - ___ � __ I t t a I � BETTER PRESSURE AND SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL DOCUMENTATION. I TOP CHORD OF TRUSS OR RAFTER. CORNER OF CHIMNEY TO TYPE (DTL A/ST1) � I ___-I ---____ I I I I I � 1 5-0" 4'--3"I 4'-1" 3'-D"I -,'-5"L14-I-3I 1-2 ' " 1 71-4" 3'-0" I "-9" 14-0 I 311 X 3-"TOE NAILS � L - --c� I . � I 1-2X-1 � ,,,, I E NAILS X4 1 4-'-2" 1 -_8 , - - I - I I - I----- STUDS/ SHEAR WALL **INSTALL WALL SHEATHING PANELS l-_-, , I � _ _ __ - I I AT CORNERS OF RECTANGULAR RAFTER/TRUSS TOP CHORD I j I - 6'-2�' 5*-6" 5,-O" t lz� I! I 0.11�511 X 3"TOE NAILS I 1-1_1 OPTION #5 2X4 I I 1 CHIMNEYS, USE 2x8 (I.L.O. 2x4) I- - OR 2x4 BLOCKING BELOW. I WITH LONG AXIS (W LENGTH) I - -7"� -2"16 - - -, 2 - 4'-6" 4'-2'� � I i I FRAMING SEE STRUCTURAL PLAN. 2-2X4 -I' 6'-8"1 C-2" 3 i 5' 1 -c_j_,i X ," I&F NAILS I � 11 ,_ ii I _____r5_R1 I I INTERIOR OR EXTERIOR S LS RUNNING �� -__ - I ! 7'-4" 6'-11:'i " " rGiE NAILS 1 1 w/(8) NAILS/END (I.L.O. (4) HORIZONTAL AT 24"o/c TRUSS - 1-2XG -2" 5�-fj 5_0- 4'-6" 4'-2" C-0.131 X 3"TOr NAIL I i � i i P,' ""' - 7"1 5 C-0.1��! X 3 - I I i i ,�� I I I PERPENDICULAR TO TRUSSES ABOVE _�_ i __ - �2,6 I �"NAILS 2 7'-7" 6'-1 0" C- 1 �,'_,-� b-43W'�N/8dXl I NA II I NAILS). I `,0'-5"' 9'-6"I_;T��L-A35'S'018dx" I I - I " L�� I I _�_ I__0 i I I N i END-VERTICALS -OR- BLOCK W/2x I - - i I I .- !, I 1 FRAMING TO PROVIDE MAX. 16"o/c I I I I I I i i I I I I L SIDE \11E)k CHNNEY FRMAING DETAIL i SHEAR-WALL BRACING DETAILS I 1 �1 TRUSS TOPC SUPPORTS FOR SHEATHING. ** � i �I : it ,; I TYPICA AING DETAIL - UA2 r ALL DETAIL Q PORCH CEILING SHEATHING DETAIL : :: _yy i I (TYP) NOT TO SCALE NOT TO SCALE I i : i j I ST1 NOT TO � I i � H NOT TO SCALE SCALE : I NOT TO SCALE !9 (9 l f (9 11 k I __ 1! I __ .1 - � I �11 I : : , ,--------I\ Ii ;RF4 i I . 211 ' i I I I )\\NT I ! I H 22� f I I I I I I I I i I 1111 I ""�//11, V i i 7 :: 1��\ 1`1", -i / FA, , I I I I 'I , \'11" \ ,- il -- - \,�," \ " �!,,,'i ,1L V E -1 i TED � 110 � ri /- DR) I I- __ I . I - , I I I I I I I � I I . i I I I i 'I THIS DOCUMENT, ALONG WITH SEE ST1 FOR VERTICAL WALL CONNE'✓TION. I; #5 HORIZONTAL. ;i ASSOCIATED DOCUMENTS, IS AN 4" CONIC SLAB W/ 6X6X10/10 WWF 1j INSTRUMENT OF ENGINEER'S SEE ST1 FOR VERTICAL WALL CONNECTION OVER 6 MIL VAPOOR BARRIEER OVER '; it ' CLEAN, WELL COMPACTED, TREATED FILL (TYP. VERTICAL REINFORCEMENT): SERVICE FOR THE EXCLUSIVE USE 11 #5 HORIZONTAL. AT THE PROJECT TITLED HEREIN. 1 ), 1 WF AY BE USED II #5 DOWELS @ CORNERS & 24 o/c FI4 CONIC SLAB W/ 6X6X10 0 W --------- --- - #5 HORIZ. 6" FROM END INFORMATION DERIVED FROM THIS I (OVER 6 MIL VAPOR BARRIER OVER S BRICK LEDGE - THEREAFTER - BEND 48" MIN. OF VERTICALS. (TYP. VERTICAL REINFORCEMENT): #5 BOWELS DOCUMENT, AND/OR ASSOCIATED I; CLEAN, WELL COMPACTED, TREATED FILL SLOPE GRADE 'i ALL DOWELS @ TOP & BOTTOM, 1 '� - @CORNERS & INDICATED o c SPACING DOCUMENTS, MAY NOT BE USED - ____ _ 1. -- (1) #4 REBAR CONT. @ HEADER COURSE EMBED MINIMUM 6" INTO FOOTING / #5 HORIZ. 6" FOR OTHER WORK(5) OR ii m z SLOPE - ---- II >_ >- 1' THEREAFTER - BEND ALL DOWELS @ TOP & 72 11 0 GRADEL DIMENSIONS ARE I � i I 48 INTO SLAB GROUT ALL CELLS / ( FROM END OF ji N MIN. DISTANCES I' �`' - ;II VERTICALS. PROJECTS WITHOUT THE F- t- ! ;j 4" 1 STORY SOLID) _ -_ __ - - - _ I BOTTOM, EMBED MINIMUM 6' INTO FOOTING MIN. EXPRESS WRITTEN PERMISSION OF 11 ! ! 'I !, I # 1r 72' INTO SLAB GROUT ALL CELLS SOLID DIMENSIONS ARE 5 VERTICALS - l / ( ) I; N r ' I GLEAN COMPACTEQ !!i 1-1' 6 2 STORY MIN. DISTANCES II ?! 1 I 1 THE PROJECT ENGINEER IDENTIFIED !I 1 -- @ 24" 0/C --- po • • • SAND FILL I � it ---i I- -- �i BELOW. I I -- 6 Q z - 'f 11I ! I 1 I- - ii = - -_ = _ _ REV DESCRIPTION I �.�_ ** EMBEDDED STRAPS I i--- ; II # I , I 5 VFRTIC:AI S C� o 1c, SPAQNC; ` 1 ' • ' ;I (TYP. HORIZONTAL 1 ! ( j I -III !! -1 I- W/0 BRICK MUST BE INSTALLED w/ I ; I -- ! TO 12 COURSES: 24"o/c 1 ! ------ (TYP. VERTICAL REINFORCEMENT): #4 DOWELS @ 1 REINFORCEMENT): (2) I (' IISLOPE OF /'�1 ADDITIONAL PIECE OF #4 '1 1 ;I ADD CLEAN FILL AND COMPACT 12 < 13-1/2 COURSES: 16"o/c --i ( ! ! II�' 6 - 1 GRADE S G� CORNERS & 48"o/c THEREAFTER - BEND ALL W1.7 MW11 LONGITUDINAL II=_�T 3 REBAR PER SIMPSON --I ( } I� ,12" (MAIC.,) LIFT• 13-1 2 < 15 COURSES: 8"o c _I I (TYP.) i - , DOWELS @ TOP & BOTTOM, EMBED MINIMUM 6" 14 i . 4 / / II I i 1 _ W BRICK ** I, i , WIRES SPACED @ 16" 0 C. I I I ' ! I I_ i I ? ` ! 2 / INSTRUCTIONS. / ; i INTO FOOTING /12" INTO SLAB (GROUT ALL II PROVIDE HORIZONTAL Il I I I I I , II � ! I � I III ' I I ;I * MAX. STEMWALL HEIGHT: 5 CELLS SOLID} REINFORCEMENT WITHIN 16" 1 I 8 CMU; FILL ALL CELLS SOLID. --- I 1 I 3 - !` �� 1 STORY FOOTING SIZE ( ( w/ 3 000psi GROUT. - -- I I W/0 BRICK 12" WIDE W/ (2)#4 OR (2)#5 CONT. 1' 8" COURSES. FOR WALLS > 1 STORY FOOTING SIZE OF TOP AND BOTTOM OF (� I I I i- I ,--- Ij - ADD CLEAN FILL AND COMPACT W/O BRICK 16"x10" W/ (2)#5 CONT. OR (2) # I ! W/ BRICK 20" WIDE (INCLUDING LEDGE) w/ (2)#5 OR (3) # MASONRY STEM WALL. I ---1 I i II IN 12" (MAX.} LIFTS. 4 - _i 1 (5) 8" COURSES HIGH USE W/ BRICK 20"x10" W/ (2)#5 CONT. OR (3) # ;; Z STORY 'I DETAIL 1A ST2 OR 1B ST2 2 STORY I 1 I : 1 I I I I ' �j LAP ALL REINFORCEMENT MINIMUM 40 1. _ 1 -I ! 1 i__ 11 W/0 BRICK 16" WIDE W/ (2)#5 CONT. OR (3) #4 1 __ - W/ BRICK 24" WIDE (INCLUDING LEDGE) W/ (3)#5 OR (4) # 'I DIAMETERS AT ALL JOINTS. -1 1 DEPENDING ON WALL HEIGHT. w/o BRICK 20'x10" W/ (2)#5 CONT. OR (3) # 8 CMU; GROUT ALL CELLS II I 1 The 1 #5 HORIZ. NEAR MID-HEIGHT. I I� I ! W/ BRICK 24"x10" W/ (3)#5 CONT. OR (4) # SOLID. MAX. (10) COURSES. 1 1 1_ iI - - CASTILLO 11 1 TYPICAL FOUNDATION DETAIL ` ' I- ! — 11 I;. --I TYPICAL FOUNDATION DETAIL II I (TYP. HORIZONTAL �� ---#5 HORIZ. @ EAGH 11 I, ADD CLEAN FILL AND COMPACT --- - I' ) ( ) ;-1 4th COURSE Group NOT TO SCALEI . ST2 ST2 I I ii I; REINFORCEMENT: 2 i- ! �' IN 12" MAX. LIFTS. 1_ ! I_ -- -- _._ NOT TO SCALE --- -- I ---- ----- ------- -- - ------ --- ( } II W1.7(MW11) LONGITUDINAL I ------- - - - -- I l 'STA i . -. _ --- --- --- - -- "STANDARD FOOTING SEE DETAIL BELOW WIRES SPACED @ 16" 0/C, I) I 1 I Ao�a�co.�oraon 1 I ! .I PROVIDE HORIZONTAL I I I ** EMBEDDED I 1 i- -! ' - I ; . i Designers 1. STRAPS MUST BE SEE ST1 FOR VERTICAL WALL CONNECTION. j _� lii 11 ___ REINFORCEMENT WITHIN 16' OF I 1 INSTALLED w/ !i * I I 1 I - -- �i TOP AND BOTTOM OF 1( i I Engineers it I 1 5 1/ S 1/2" WIDE CONIC. SILL TOP AT MAIN II MAX. 2 COURSES i I I c ' MASONRY STEM WALL. �7 12"d. X 24"w. 2,500psi CONIC. ;I ADDITIONAL PIECE _ _ ABOVE SLAB LEVEL. SEE STT FOR VERTICAL _ ---- I I" 1 i ! I 1 11 -FOOTING w/ (3) #5 REBAR EXCEPT: 655o Roosevelt Blvd. SLAB LEVEL. TOP TO GARAGE FLOOR • i 1 I ! _ Jacksonville,FL32244 OF #4 REBAR PER II WALL CONNECTION. 11 I ! I' J ;i VARIES; MAX 7 1 2" HEIGHTS EXCEEDING i1 1 1 ! - I 1 - I - I II -- i ''A�2;-STORY WITH BRICK, USE 12 d / \ }i i i I , { _ I I 904)772-6-100 ' •+� . ,, SIMPSON I (1)#4 CONT. IN SOLID GROUTED I I I 1 ' I I I 1' ** WIDTH BY MORE THAN 2" REQ ADDITIONAL I I ..' .fir'• INSTRUCTIONS. I — - ! - / ( ) # FL CoA No.z9o15 U-BLOCK COURSE III I I' 1 ,i X30"w. w 4 5. 1 ANALYSIS) 11 I I —1 ! ,-' II 1 I '-` �. I- I 11 i! TYPICAL SLAB II !� I ! I 1 - _ . I I 4" CONIC SLAB W/ 6x6x10/10 WWF 11 II " II cD 0OVER 6 MIL VAPOR BARRIER OVER ;i 1! z o CLEAN WELL COMPACTED, TREATED FILL TYP. VERT. 1 j , I I j 1 - 1 I I Fj� I f - 1 ! il _i w ' 1 STORY FOOTING SIZE _I - if D o I REINF. I ! II D SLOPE _ - -i I I 1'J I W 0 BRICK 16"x10" W 2 4 CONT. I z w Cn �� __SI i I I I I / / ( ){ it t m GRADE I.. 1 ! �.I I 1!I W/ BRICK 20"x10" W/ (3)#4 OR (2)#5 CONT. W 0 u - i z Q 45' I i!I I,I 11 I _ TYPICAL FOOTING - SEE 1/ST2 FOR 11 2 STORY I I 3:LIJ (" III , 111 Ii. „1 11 CLEAN COMPACTED I ;' I SIZE/REINFORCEMENT W/O BRICK 20"x10" W/ (3)#4 OR (2)#5 CONT. 11 If `� I' ii - !11— I; 1 ( W/ BRICK 24"x10" W/ (4)#4 OR (3)#5 CONT. ! z • . SAND FILL — I =I _ { ; i 1 It = 11 1 1 I 1 1 1 _.- 1 11.' hr !!CO !1 I— i; - it 1 —1 i .. !1:1I!!j it ,I 1if — 1 !I;i 11 1.- I!' _ 11 If: I 1 TYPICAL FOUNDATION , - 1. 18 10<15 COURSES STEM. WALL FOUNDATION 11 It i 5T2 FOR STEM WALLS WITH 10:15 COURSES & GW, GP, if II if 1! I I I 11 SW or SP SOILS to 30# PSF LATERAL LOAD IMENSIONS ARE Ii I- '' I I 1 l I I I j 1A 6<10 COURSES STEM WALL FOUNDATION IN. DISTANCES it I I� ST2 FOR STEM WALLS WITH 6<10 COURSESIt iL ii I! i1: H1it 2 FOUNDATION AT GARAGE 2 FOUNDATION AT GARAGE 1' it II I: if I I, ST2 NOT TO SCALE i t ST2 NOT TO SCALE I I it --------- -- I I I - -- --------- L — ---.------ - -------,--- - ---- --- - --- - --- - - - 11 1 I! 11 i i1 4” CONIC SLAB W/ 6X6X1O/10 WWF OVERLAP SLAB RECESS SLAB 3/4" FOR Ij SLOPE 3/4" X 12" I �I OVER 6 MIL VAPOR BARRIER OVER If I� 1 1/2" THRESHOLD AT GARAGE DOORif i! II EXP. JOINT 4" CONIC SLAB W/ 6X6X10/10 WWF CLEAN, WELL COMPACTED, TERMITE I 1- 1/2" DEPTH = STUD + 1 1/4" (FROM i TREATED FILL I ' OVER 6 MIL VAPOR BARRIER OVER I l OUTSIDE FACE OF BLOCK) ,; �' ii RECESS SLAB 3/4" FOR SGD 11 I „ CLEAN, WELL COMPACTED, TERMITE 11 11 III {� 4 CONC SLAB W/ 6X6X1O/10 WWF TREATED FILL ;I 11 I I t, 4" CONIC SLAB W 6X6X10 10 WWF OVER 6 MIL VAPOR BARRIER OVER II / —ill I I _ _ II Ij CLEAN, WELL COMPACTED, TREATS FILL (OVER 6 MIL VAPOR BARRIER OVER __ , 1 CLEAN, WELL COMPACTED, TREATED FILL I'1 i! I j( 1 i I I= ,I I—' I TYP. SLAB .. SAW CUT IN 15'x15' GRID, II _ it ;1 111'I II III ' :� _-- - -- -- -= ----- 1>, DEEP WHILE CONCRETE �1 I. 11 I - IS WORKABLE (WITHIN 12 HRS OF PLACEMENT) I / 111 '---------- I 1 I Q , ill I 1 1 i, !i a I I I I I' ) ''_— I _ i I!,-- 1 I I i 1 1 --__ —1 1 ,I, I i I :i I i `V � ,I iI; I, I , 1 TYPICAL FOOTING SEE 1/ST2 FOR ,! ,Iii 6 M1L VAPOR BARR4ER oo •-• 5=i!;; _;, 11 1; III,�IIII -III -- 11- ! iil iii Ili Ii I' - - -I I ii1 - 111.- CLEAN COMPACTEQ 1 '11-11, ;, SIZE/REINFORCEMENT Ii =- ! ! !� I ,I --- - - - 11 -i - i 1 1- il . • 11 (1 i'1 1 ! 1, I I 11 1 1 11,--._ 1,--_I — 11 —I II 1 1 II SAND FILL ! I 1 1 i ! I1 - - ; Ii III II I- 1 11 I ,II —I I—IIII I !III — I1 - I �I i I' l = —. - 11 1= I 1 2 4 CONT. I' I - < I I _ 1 1 I 12" II�)#4 CONT. I'I I ; j 1_ i I -IIII 'i I- _�I = ( }# ii 11 If I 11- ll \_ TYPICAL FOUNDATION I I i i • • I --- !1 1 I Ii I ! I -- II I I I!I 16" , I I if kIIII I 1; I ! j � I I i' I_ it I - I — -- t - 11 II I i t l —111 1 I ii I ! I I . I 1 STORY) L I ,I1!I' -IIII ij —I� I 2Q„ -- ____IIII— s SLOPED TURNED DOWN EDGE I 2 STORY4) 1 s CONTROL JOI JOINT—FOR CRACK C0 TROT. Ii 3 3 FOUNDATION AT S.G.D. 1' sT2 Nor To scALE NoT TO SCALE INTERIOR LOAD BEARING 11 FOUNDATION AT S.G.D. N If 12 ST2 NOT TO SCALE I ST2 ST2 1- NOT TO SCALE 11 11 ! ST2 z , T TO SCALE ---- - -- - - -- -- ---- -- -- - --- - - j --.. - - - ---- - ---. ---- _- ----- ----- - - -- --- - , 0 i I-------- - -------- - ----- ----- -- ----.. ...--- ------ I! ._.._... ------- I 'I 1I III, HOLD HDR. BLK. �I I 4" CONIC SLAB W 6X6X10 10 WWF I — I ii l !1 / 1 it it itTO OUTSIDE OVER 6 MIL VAPOR BARRIER OVER i I! I II 1 1 1/2" I CLEAN, WELL COMPACTED, TREATED F LL ; 4" CONG SLAB W1 6X6X10/10 WWF 11 :I i,f I 0 !I'I OVER 6 MIL VAPOR BARRIER OVER 1-1�2" TYP. SLAB _� _ _ - -___� __ _ II CLEAN, WELL COMPACTED, TREATED FILL It 1 I i _ ' y I -I! OVER 6CMSL VA OR BARRLAB W/ �ER1 OVERF11 I 1 :..•• I' �- --- --- ---11 -- I 1 -- :-- 1 VARIES ---I L - ,I F� Iif , ��. I i 1 __ / CLEANit 'I , W LL COMPACTED, TREATED FILL I 1 I i s1! . . . __I . -- i 1 II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIll _ t —1 1 6 MIL VAPOR BARRIER I .. ,i ! ! 1 1 -' - --Ii ,l 11 --- !! —I I 1ji ! i I I I I( I ! ;i I I —' — l -- I 1!!!�-- I- ,i / — - i 1! 1 - -i i 1Ili]— Iii —11 — ..._1 N 4 �, 5 I I 1 —1 1 1 _ I. —1 Ir,, a- -i— Ia_._.—! l I__ f i li � 1 \1, ::::7, - 'I 1! — 1 1 ' i! 1 it I I —! I I: — i 5e I !— I _ II 1 4 N T. _ 11 / - 1 i -;III III ' - -- " - _.__)# C� -- I - - - !! 1 — 111i j lI I I ) I —I ! !I 1-, Irl _, —: i '- i I-- I -- ; — IIII I!1 -1 �= TYPICALI FOOTING I I i ! !!—IIII _If H .I I SEE 1/ST2 -- _-____ _ - I1 ill III== I i (2)#4 CONT. • • _ I ( 1 1 —I SIZE/REINFORCEMENT I' 1 --- - 1 - 1: , i i i i T j III i (III- II !I -I I 1! III I 1ifill ( ! --I{ -I 1 it I Ii1 1 ! I 16" II II _ �' 1 III 1 1 .I — TYPICAL FOUNDATION li 1 1 �— i1 '1 - 1 STORY I i t I�1 I ry ,I II - " III 11 II ''I ;I; 1 II I —i 1I 20 11 < I ii l 1111 I iIl 2 STORY) I I , I'I� - 1 1 1 1 1 1 1 1 , ! --- II i y.l _1 I I !i 1' I C ii I i 1 I I I I TUR D DO 10 LOA BEARI G STEP DO I1 NE N EDGE D " 4 FOUNDATION AT DOOR SILL 4 FOUNDATION AT DOOR SILL ST2 NOT TO SCALE I, 5T2 NOT TO SCALE 11 ii ST2 NOT TO SCALE ST2 NOT TO SCALE 1 I �-- I' -- ------ ----- - _..._._. --- --- ------ ------- -_ __!1_________________.______ -.--------- --- - -- ____________1 It Ii I I; I I, 1 HEADER BLOCK OR i II V) 11 II 'j FORMED & CAST @STEP I it O Ii i1 ; DOWN 11 4 CONIC SLAB W/ 6X6X1O/10 WWF tI J I1 (1)#5 x 2'-O" OVER 1 Ii OVER 6 MIL VAPOR BARRIER OI ch VER r- 1 __�---�_ 8"x8" CHASE IN ,i _i^---__r ,- II EAN WELL OMPACTE TERMITE U • CL C D, VARIES ---=- - 1 TREATED FILL i' 1 � CONC. BLOCK STEM I 1 I Z 1 SLOPE ---------- Ii11 t -1 ' -_ '- 1!i_ -= YP. SLAB i1 V WALL T 0 — - 1-- �--- 1 I - 1 1'1 1 1 _1 _ I, -- ! -1 -= II VARIES .; ------ I (' GROUT SOLID GRAQE 1 - i'! I --- ------ I11 /. --- I! — 1- — 7 T1—.— �• 5•- !— II AROUND PIPE I --III!- _ 1 I; GROUT SOLID ij = ;I !111- —! - I! - 1 I 1 11 !1 DESIGN RW . o III - 11 I --- i - i -_ i -��-� i .i - i ! �i I I ! - I I i 1 I :. i i P T 1 CL AN OM AC ED - - E C AROUND PIP E - -- : 111 i " -- i I Iit . SAND FILL ;i 1 !11 i'I; I 1 1! -; TYPICAL FOOTING I _1 1 -- -! = SEE 1/ST2 SLIA� I� jl11 I I' - IIID I_- TE,'P + DRAFT MEB 'I 11_ - 1I ; 1 FOR SIZE/ ,; THICKNESS ! 1 11 - 1. -1 -- 1 REINFORCEMENT _ 8' MIN. - DEEPEN TYPICAL FOOTING SEE 1/ST2 1�1 _ CHECKED EAW !! - I ,I I1 -1 i— -_ 1 I! ! FOOTING @ CHASE TYPICAL FOUNDATION II . 1 1 �I Ili— ! I II •. • 1. it I FOR SIZE/REINFORCEMENT I! i I I 11 , I i 1 I LOCATION AS REO'D TO j I - II SCALE N.T.S. PROVIDE PROPER Ii 1- ! ! ---' ---- I ( ' ' • 1 _ 11 I' FOOTING DEPTH. [! 1I i I 1 II i1 i1 'i11 II 1�- I 11 __ NON—LOAD BEARING STEP DOWN Ii DATE 7.7.2015 li - - - T TO SCALE ii 1i it ;- 1 ST2 NO Ii JOB NO. JOB ?I I' II (MAY BE USED AS SUNKEN SHOWER DETAIL) I iiAML FOUNDATION WZ UTILITY CHASE III 5 FOUNDATION Wf UTILITY CHASE I s LOAD BEARING STEP DOWN ! IV '`FT. SQ.FT. ST2 ST2 NOT TO SCALE I ST2 NOT TO SCALE NOT TO SCALE !I I� 1' !i I; I; IA@@r: ------ ---- - ------- ---- -_._-- , .-- - ---- ------- -- __ I1 it -- I STANDARD FOUNDATION DETAILS it, — - �.� '. ,.�..GLYN� l # II MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS _ )N � iE II ---- -- - -- --- �', r Onangita `0 it THESE DETAILS ARE INTERCHANGEABLE WITH THE I' THESE DETAILS ARE INTERCHANGEABLE WITH THE FOundot�on �IOte. ,Wood vertical construction shown atop foundation details for clarity. Wood, cmu, icf or other structural vertical construction % L I�. io 1i STEM WALLS FOUNDATION DETAILS. I!I MONOLITHIC FOUNDATION DETAILS 'II acceptable — see ST1 for specifics. 4 . . :*� --- — -- — - ------------- ----- ' --- — -------. _._.. —'- -- ---- --- — ----- — , __ _ __ _ _ -- -- ft I -- �. ,11 I - Iv� T EPDXIED ATR -- - --- - WA w lc II � i - i i`J 1 TYPICAL FOUNDATION ( ) # EXPANSION TOP OF POOL �+ _ ' 2 4 DOWELS, PER TYPICAL TOP OF SLAB '"0 I I j FOUNDATION DETAIL, CAST INTO PAD ; ' i HOLD-DOWN PER JOINT `�50 969 ! I, I PLANS o - bECKING �4 I STRUCTURAL TYPICAL FOUNDATION ! 1 �` 11 FOOTING OR EPDXIED W/ MIN. 6" I I _ ..o• �t1 �`li R (1) #5 VERT @EACH 1 j ' I �� IIE�K EMBEDMENT CENTER 4" IN PAD I I I I �s 411 o , ! i e \ C.D SIDE OF STEM WALL I I I I I III1I I - „ i i� SLOPE I y r - FTN'G. PADS 36"x3 I TYPICAL FOUNDATION -` ��" / HEIGHT CHANGE HORIZONTAL 5 S j ! ' & URGER' ; \ < 1I # 16"-20" - o 1. ,I :..;i: --- I: , I STANDARD ;";. - I ;I i \ A - _ GRADE - -- !I I 1 I , . - USE 3 5 DOWELS. Z , @ 16' 0 G. I ;FOUNDATION j1 0 POOL TO I I I 1 `� ! oo I TYPICAL FOUNDATION I:1 i I , . I i;� a I I CON T. - - - ----- -- ,; 1 a: ;' { I I 1 SLOPE ! ' %',\SEE DETAIL --` BE 1 �� II I 11 I CLEAAN COMPACTED ': I / / .A _ I I REBAR /, \ I 1 SLOPE 1 - ------ - -- GRADE `1 ST2 \ \ A DESIGNED �; • ( -I.1 i i I SAND FILL !I ;\ l ,� \\\ \ /- ! '\ 7 \ II I II i! i �,%/\; Q BY OTHERS. _, CLEAN COMPACTED GRADE - 4 VERTICAL /. , "/;; , , o I 11� , 1 I z CONT. REBAR I ! _�I I l �;:\ ,.\ ;, / ,/. z • • I AN 11LL I o0 SLOPE l Ii i' -REBAR PER 11 \ \\ \\\., \ 6,��;\\\; � ll I i =w -!i , 1 \"',"""' ,_ ,`" /-,�"'� ,/'111, ,/ . it - „ {: TYPICAL / i i:, / /. II Q i GRADE f j ,v / i' i,. Il ! FOUNDATION I 11 II I! I. r • • . • SEE STRUCTURAL � I c� I' // y; // �; I II u z Dz `* . CONT. DETAIL �,; /,<, ;',; y.//, A Q 'I /;, , II 11 PLANS FOR PAD 0 c z I z w-� - - - 1 'I 'i \y ;. v�- � ;V / 4 --__= I ;I o_ REBAR I I' ! I \, \ \ • 4W OFFICE CO Y 4 Of -- =� II 11 O II FOOTING SIZE, =WRQ I --- - I o ly I I, II i 1; 11 /, %-i %-% r% / A- P �� 11 LOCATION & D r. I a � • • • • 1C ,\ \ i\•,\ j \ Ed a II a a- ! ; Q SEE STRUCTURAL /\ tL� -_- ------- F-- 45° 1\ • • • I, PLANS FOR PAD Q ;��%/.�� v// ;/;v/ v, //,, , -=- - II REBAR SPED S. a_ � I 1 /v i4, / / / . PAD BASE I j / II SEE STRUCTURAL FOOTING SIZE, I,�,z ; `��;CLEAN�COMPA D` vv " PER STRUCTURAL PLAN PLANS FOR SIZE -a�Q LOCATION & -- ' - 00 1\\ HORIZONTAL REBAR o �� 1i ��SAND FILLit , v � .to24" __PER ST2 Ii 15 STEM WALL W/ 45° CORNER DETAIL SECTION VIEW - ,/ . MIN. i1 j FACE LOCATION & II SECTION VIEW REBAR SPECS. I i \ \ \ , PAo BASE n- 45° . . i ,�'+ I ST2 NOT TO SCALE II PER STRUCTURAL PLAN -- SEE STRUCTURAL ��! -v � ` IIIIIIIIIIIIIIIIIIIIIIIII PAD BASE REBAR SPEC'S. I v PER STRUCTURAL PLAN H CLEAN COMPACTED \� 11 PLANS FOR SIZE, / 1s PAD FOOTING FOR MONO SLAB ! SAND FILL LOCATION & I1 1s FOUNDATION Q POOL \\ \ 14 STEM WALL HEIGHT CHANGE PAD BASE 1 ST2 NOT TO SCALE 1: sT2 17 PAD FOOTING FOR STEM WALL NOT TO SCALE I. I I ST2 NOT TO SCALE FACE^ VIEW PER STRUCTURAL PLAN REBAR SPECS. ST2 NOT TO SCALE \/ 'I r, '' , �4 11 I __ I