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1777 Maritime Oak Dr new single-family home permit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0089 Description: NEW SINGLE FAMILY Estimated Value: 440310 Issue Date: 8/17/2017 Expiration Date: 2/13/2018 PROPERTY ADDRESS: Address: 1777 MARITIME OAK DR RE Number: 169505 1820 PROPERTY OWNER: Name: MURRAY DEREK BRAXTON Address: 2019 EASTERN DR JACKSONVILLE BEACH, FL 32250-3762 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: MEYER CUSTOM HOMES INC Address: 3908 CEDAR ISLAND RD E JACKSONVILLE BEACH, FL 32250 Phone: PERMIT INFORMATION: Please see attached conditions of approval. - WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500.For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. s uLvri City of Atlantic Beach APPLICATION NUMBER l '91 Building Department (To be assigned by the Building Department.) 800 Seminole Road �j p Q ;J Atlantic Beach,Florida 322335445 REst 7 - U C) / Phone(904)247-5826- Fax(904)247-5845 91i19" E-mail: building-dept@ooab.us Date routed: 4, /Z9 17 City web-site: hap:/Avww.coab.us APPLICATION REVIEW AND TRACKING FORM /�, �Z Property Address: 1'77-7M A QITI AN-G ORK De artment review required Yes No pp /� uildin Applicant: GLIeR l .l)STO/V\ �'bN\EC mng & MZoning Tree Administrator Project: is Utilities Public Safety Fire Services Review fee $ Dept Signature d� 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 Amy Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS rrr/// _ Reviewing Department First Review: ❑Approved. Denied. ❑Not applicable (Circle one.) Comments: BUILDING J ) K PLANNING &ZONING Reviewed by: Date: U/1 TREE ADMIN. Second Review: roved as revised. App ❑Denied. [-]Not applicable PUBLIC WORKS Comments: d 1} 1 I1I1� yell(� If �U fr.A C/ l PUBLIC UTILITIES e PUBLIC SAFETY Reviewed"'o—ea"- Date:?("( Y ( 7 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 0511912017 j Brian Broedell From: Seth Meyer <seth@meyercustomhomes.net> Sent: Friday,July 14,2017 10:41 AM To: Brian Broedell Cc: John Underwood Subject: RE: 1777 Maritime Oaks Drive Zoning Review Comments Brian,good morning. I hope that you are having great day so far. The utility yard that is in reference is for the garbage cans to be hidden in per ABCC guidelines. The Mechanical equipment is in another area attached to the main house which is well away from the property line. Please let me know if you need me to make any further adjustments to this request or if this sufficient. Thank you sm MEYER cusr 0M HOMES Seth G. Meyer President Mobile: 904-207-3317 www mevercustomhomes.net From:Brian Broedell [mailto:bbroedell@coab.us] Sent: Friday,July 14,201710:09 AM To:Seth Meyer<seth@meyercustomhomes.net> Subject:1777 Maritime Oaks Drive Zoning Review Comments Please see the attached comments from zoning for your project at the address in the subject. Submit all revisions to the Permits Desk at City Hall. Thank you, Brian Broedell Planner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904)247-5822 bbroedell@coab.us 1 i ?: City of Atlantic Beach APPLICATION NUMBER d Building Department - (io be assigned by fhe Building Department.) ' 800 Seminole Road Atlantic Beach, Florida 322335445 Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@mab.us "' � Date routed: �P /Z9 j 7 Cityweb-site: hftp:/Avwv,coab.us APPLICATION REVIEW AND TRACKING FORM VL— Property Address: 1777 Iv'l(�QIT1111\-C l JR('C�pFireSeNices entreviewre wired Yes No pp pp /� I ' Applicant: lam \ EL/ER l osyoM t'tC�N\ECZoning nistrator Project: (jYht S l l'Jl'[ C f—A-rv1 f r Y ks ies ty �3 VieN 0q$ Dept Signature 7 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 rReviewing Department First Review: [Approved. ❑Denied. ❑Not applicable ircle one.) Comments: /QC NVU 4 *4 UILDING ✓ nmL ¢ �(IN ING&ZONING Reviewed by: 4� Q��1�_Date: r � EEADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: _ FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Impervious Surface Calculations % Formula Find Square Footage of the Following House footprint Driveway All sidewalks and walkways A/C Pads Detached Garage/Sheds Pool Decking Patios, terraces and/or decks Add the total square footage of the areas listed above then, divide the sum by the total lot area of property City of Atlantic Beach APPLICATION NUMBER Building Department " -- - - (To be assigned by the Building Department.) 800 Seminole Road p CCcc p Atlantic Beach, Florida 32233-5445 `\W - U Q 8 9 Phone(904)247-5826 Fax(904)247-5845 - E-mail. building-dept@wab.us Date routed: �? /;_79 It 7 City web-site: http://www.coab.us I APPLICATION REVIEW /AND TRACKING FORM Property Address: 1777 �A ITIAN-C- L J(}(( De ftentreview required Yes No n ^ //�� II '' FSemces ildi Applicant: M GyisiZ 0-osycin H-o(P\EConing [� 1('/�� strator Project: C" J Sl1UGLb rA9NIt_`,` I\�� s Review fee $ 'fin 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: APP WATION STATUS rReviewing Department First Review: Approved. ❑Denied. ❑Not applicable ircle one.) Comments: UILDING Y✓ ING &ZONING Reviewed by: Date: EE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable alORK Co ments: T IE//S PUBLICSAFETY� Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. [-]Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ee� _ N 1 O�O p �KO$ WZU C yV< ®�O • y N99'58'05"E " 35.59' ..._ 4 SN5 j 201' Q �^` i1 0 Cosa DEDI( COVERED w'< ,6960. 11 J'r11.0 6. ri 19.0 % ' L pROPO6ED 2-STo4Y 1= D9 LING NdKF31' S> T u Ito 19.0' [C b� N ti 7.0' Y M1V .O� J.J'B.D' g[ 4 1 h n p CL 1— o= �� n- Y�i4 U. O� LO z F� CL Q , cuv/r� City of Atlantic Beach APPLICATION NUMBER - Building Department (To be assigned by the Building Department.) _ i 800 Seminole Road Atlantic Beach, Florida 322335445 Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@wab.us Date routed: City web-site: httpJhv .coab.us APPLICATION REVIEW /AND TRACKING FORM Property Address: 1777 M A R ITI Ax C- L S)R('�. De rtment review required Yes No pp qq uildin Applicant: Iv \ EyE.(Z O'OS70M MECnm &Zoning Tree Administrator Project: \) C�-✓J Sl�<'( � �A-mtt_`t� u Icworks is Utilities Public Safety Fire Services Dept signature ��l®�® 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: proved. [`{Denied. [-]Not applicable (Circle one.) Comments: BUILDIN PLANNING&ZONING Reviewed by: Date: 10-/7 TREE ADMIN. Second Review: A roved as revised. pp ❑Denie [-]Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: �� FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: -x .76 I Received by: Resubmitted: Permit Number: Q;,-50r-0041 Original Plans Examiner: Project Name: Hu2PRy V*,S Tl Project Address: 1444 1AAZ -tG OAS OL f A b tt 3 zus Contractor:6E3m rismg- Contact Name: %Lf•ao�•33/4 Contact Phone : dR- 07• 13 Contact e-mail: �E.11t(�r1EYEeU.s8to.1 HwGa,+ET Revision/ an Chec /Permit Fee(s)Due: $ 50,00 Description of Proposed' Revision to Existing Permit: 'Mcg., -Ta p r TL>G >w A it EZ Ca • i3+6 -- __ JU! 7 0 2017 Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. I(pant m=e) tx-fm 0" r{FYF7 affirm that the above revision is inclusi ,kof the proposed changes. 7•..70'/�- Signature of Contractor/Agent(Contactor must sign if inmwe in valuation) Date Ofce Use Only Date: Approved: Rej.W: N/A to Dep: Plan Review Comments: Dertment review required Yes No u mg Planning&Zoning Tree Administrator Flans Examiner Public Works Public Utilities Public Safety Date Cwamvv aN.4 Fire Services •3 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 OFFICE COPY (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 7.19.2017 Permit#: RES17-0089 Site Address: 3908 Cedar Island Rd.E.,Jaz Site Address: 1777Maritime Oak Dr.,A.B. Bch. Review: 1 Phone: 904.207.3317 RE#: 169505-1820 Email: seth me ercustomhomes.net Homeowner: Derek& Kellee Murray, Applicant: Meyer Custom Homes murra .kellee ma o.edu CO TION COMMENTS: These commentsare from 1 of 4 departme are viewing this application. 1. Because the roof covering is a metal roof,all Florida Product Approval information and installation instructions are needed for plan review. 2. There is not garage roll-up door noted on the FL Product Approval information sheet. If not submitted now then a separate permit will be required for the sectional garage roll- up door before the building final inspection. 3. Please high lite all information that is site specific for the use of the spray foam insulatio , in the ICC-AS Report and the Intertek Report. Also I need one more copy of each rep , high lite please. 4. The building contractor needs to come in and initial and date 2 site plan copies wi the proposed Finish Floor Elevation. I will attach a document that has information concerning minimum finish Boor elevation requirements for Atlantic Beac Rte. Mike Jones J7�� Building Inspector/Plan Revie it City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-58445 �/7'1R % /tai /CPV e i W COr+'�rvsoiv'f� `�'l q• �7 M'O 1 OFFICE COPY MEYER CUSTOM HOM E S Murray Res 1777 Maritime Oaks Drive Atlantic Beach, FL 32233 Building Department Review Comments 1. The main roof is shingles with on metal roof accents at the decorative shed roof locations 2. 1 will add in to the product approval sheets for roll up door a. Clopay Coachman#31 solid. FL15279.33 3. Additional copies provided and highlighted and existing copy will be highlighted at submittal of review comments 4. Provided(5)copies of survey with HE 5. ARB approval letter(5)copies Building Permit Application OFFICE COPY City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 Job Address.1314 VARO-1'1IH1E. Oft -OZ. Permit Number:CS'1-7 9 Legal Description (ea- 1 OS -,k5 -SIC a714 ap� L [ iE _ 8� Valuation of Work(Replacement Cost)$549.060 — Heated/Cooled SF .3/00 Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial esidenti • If an existing structure,Is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application If any trees are to be removed or Affidavit of No Tree Removal Describe In detail the type of work to be performed: �� k'Ela �Eb10EY1TWl Gicetst'r_ ;^^W^41W Florida Product Approval# Oki 6HE3MS for multiple products use product approval form Property Owner Information Name: DEZEV_4 t HO 4Ay Address: City State_Zip Phone E-Mail AuyP*i 1[E LLAZF.AHA40 EOLI Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information `` Name of Company:HEVPL (u3to" V6-w6 qualiifyi #Agent: S&JA /)-(.ey.dr Address Cityb�1 ZA2 State t- z Zip aZZ50 Office Phone 1 C Job Site/Contact Number A64-a67- 331'4 State Certification/Registration# qW*d5 E-Mail ^P4100 HE4FZCo8T014H5HEb •OFT Architect Name&Phone If DFb16- 19Tta610^o . 964.801- O Engineer's Name&Phone# A9E3r 9041*?/- 5-156 Workers Compensation FYL- 417r Exempt/insurer/Wass Employees/Expiration Date Application Is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEND R OR AN ATTORNEY BEFORE �..d RECCORDING YOUR NOTICE OF COMMENCEMENT.�Ownerr qg in uding Contrac (Signature of Contactor) Myrmed) a me this flay ofSignyd and sworn to(or affirmed)before me thisVL day of [u o 0 FF987340 re HA T SIMFSOH 3 :'E MY C I - 'i MY MMIS810N p ncyg7CI +„ * EXPIRES Mary 01.2020 EXPIRES May 07,2020 IMrt aeaoma rbwxmrrEaaam'^ laml•,"163 isxNaxn. [ )Personally Known OR I ]Personally Known OR LIProduced Identifiwtlr. q [,.}Produced Identific Type of Identification: Ll'f1� Y LI�PncT Type of ldemifiratio . OFFICE COPY DO NOT WRITE BELOW- OFFICE USE ONLY ReviewResult (circle one) Approved Disapproved Approvedw/Conditions Review Initials/Date: 7, /9/7 Development Size Habitable Space 816 S Non-Habitable / /y6 S. F' j Impervious area Miscellaneous Information )ccupancy Group -3 'ype of Construction v 3 umber of Stories 2 ming District 4 &e- ax. -ax. Occupancy Load �e Sprinklers Required— )od Zone_j( aditions/Comments: i i Doc (l 2017160541, OR BK 18047 Page 635, Number Pages: 1, Recorded 07/11/2017 at 09:09 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 Prr✓lyI # RES/7-- 00''9 NOTICE OF COMNNIENCEMENT OFFICE COPY State of VIAZ12A Tax Folio No. 14e906-- /A 70 C-mayof 111114L i-- ESI Q p� To Whom It May Concern: V 1 The undersigned hereby informs you that improvements will be made in certain seal property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMIvEa'NCEMENf. Legal Description of property being improved: -a9E agel F171Au7N APs1CH (21- U-n a Lm las r- Addressofpropertybeingimproved: 1 t•�gg111HE((Q'••Q Z �ls(,s[I[-�EgCµ Ff'„ '� Gencmldescriptionofimprovements: 0p t) e4t.E, -1•q^1u.4 sDCx+'ilgt_ Owner.MU&X a V.FILI-F. doom Address: 137-3- MajA ynd Do_�. IFNn }tic pJfL�/1 sit Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Y Name: 1 Contractor; MF4FC Cuero..t Hr...� to Address:ye'A_b0 ( ET;ql± 11swm TLp E 'Csat 'BBgd,H -F� Telephom No.: 9614-962-MJl F Fur No: NIQ Surety(If may) Address: Amount of Bond$ Telephone No: In No: Name and address of my person making a loan far-thDe�co�nstruction�opf the improvements Name: lea Hr ZC 004110 / r �+--Idra6 a 14r y Address: ISR bt (!o+-w..es J?-D SA Phone No: ago- 228- 1(L6T Fax No: Name of person within the State of Florida,other then himself,designated by owner upon whom entices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself owner designates the following person to receiva a copy of the Manor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: O Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)yew from the data of recording unless a different data is specified): TMS SPACE FOR RECORDER'S USE ONLY OWNER Before metM1s day of in me Couory of Duval,Sate CN0.16IMA Npnr ciMpaON OfFlSiporid4 M1m PetsovellY ep'. p' "'ry: Notary Public et lsrgq State of Florida, un of Duval. i. MYCOMMI38101 'fea7340 MY commisaiov expires: s-dYlOut 7 'aR�O FJ(PHiES MaY' 1020 Personally Known: (—1 or ,w xw�n Produced ldmfificadon: fI Lys. Js r iP: City of Atlantic Beach « +.^ PUBLIC UTILITIES DEPARTMENT u 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 NEW WATER/SEWER /l /TAP REQUEST ,5 Date - 0 -/'7 Project Address 17'1'7 �2/tIWIE Number of Units Commercial_ Residential I/ Multi-Family New Water Tap(s) & Meter(s)_ Meter Size(s) 4q New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size ' New Connection to City Sewer V Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITY STAFF USE ONLY Application fl Water System Development Charge $ L/ 0 s oo Sewer System Development Charge $ C) S Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ 56, 640 Other $ TOTAL $ .S &/Q, o (Notes) APPROVED Kayle Moore, P.E. EIVV` Date �Id 17 Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED \ ( � / ` k ( � k � } / � f � & ` ` 77 ; — , ( � ! ® Io • - , , & g � @4g !) / 2 2 ( ( / ( P, § ! ! E : � (\k / | ; E ( � ; } , \) f \ f 2 / } rvf \ \ ( ƒ ! 2 0 t f , ± \ ) rn f \ E ! 2 § $ R k § . ! m \ ( § 7 \ � E ® ® f *7 ) ! / ME - \ 1 ! § ƒ ! ( { � ( \ } ) \ � \ { { ( ƒ » & ¥ / { rr � \ + \ ] j _ $ ! e \ , ( f ( } / ( ƒ � , � \ ± , CA t c = 4 y ( r \ e ( { { � � � } ! ) r @ r \ k C] _ tM J P v� A w N � O Fes.] �] � � A W N 61 OR �C h �S' R � n C ❑ O O (� � '� O � O �] Vi � w n s 0 c O � 0 m C � 9 r 3 w 0 0 0 C m u - e a \ § IN ` a ( � ] * ! ■ M E j % a {\ , - ( \ / ( ® m ( . m \ } \\ ! » ( k + E q 2 ( \ E & Er § ({ 2 22 f f OFFICE COPY Atlantic Beach Country Club Owners Association, Inc. Architectural Review Board July 17,2017 Mr.and Mrs.Derek Murray 2019 Eastern Drive Jacksonville Beach,Florida 32250 RE: Architertaral submittal for Lot 105,Atlantic Beach Country Club Dear Mr. and Mrs.Murray, We are in receipt of your revised architectural submittal for the above referenced home site in Atlantic Beach Country Club. The Architectural Review Board is pleased to grant approval and authorize you to begin construction upon full permitting through the City of Atlantic Beach,Florida. A landscape variance has been authorized for the installation of a memorial Cherry tree per Your request Compliance with all approved plans is the responsibility of the OWNER of legal record, and any change to the approved plans without prior Architectural Review Board approval subjects these changes to disapproval,and enforced compliance. Please refer to the Atlantic Beach Country Club Pattern Book'and Architectural Guidelines for additional requirements. Both documents may be accessed on the web at www atlanticbeachc MMn club.com. Construction hours are defined m the Architectural Guidelines. Please be awaze construction deliveries are also subject to the authorized construction hours. Architectural approval is a limited approval and does no. supersede requirements which may be mandated by other governing authorities. Please be ad.dsed that throughout the duration of the project, the developer has the right to amend certain guidelines from time to time if it becomes necessary. If you have questions or need additional information,please do not hesitate to give me a call. Sincerely, vim � Susan Wood President t 414 Old Hard Road,Suite 502 Fleming Island,Florida 3 A03 904-264-6553,FAX 904-2 19-2729 ti OFFICE COPY ICC EVALUATION Most Widely Accepted and Trusted SERVICE Report ICC-ES 1 (800) 423-6587 1 (562) 699-0543 1 www.icc-es.org Reissued 02/2017 This report is subject to renewal 0212018, DIVISION: 07 00 00— THERMAL AND MOISTURE PROTECTION SECTION: 07 21 00—THERMAL INSULATION DIVISION: 07 25 00— WATER-RESISTIVE BARRIERS/WEATHER BARRIERS REPORT HOLDER: BASF CORPORATION 1703 CROSSPOINT AVENUE HOUSTON, TEXAS 77054 EVALUATION SUBJECT: BASF CORPORATION SPRAY-APPLIED INSULATIONS: SPRAYTITE® (SP, 158, 178, 81205 AND 81206) AND WALLTITE® (US, US-N AND HP+) 1 ICCq� IN ICC c C PM ��LISTED Look for the trusted marks of Conformity! "2014 Reciplent of Prestigious Western States Seismic Policy Council j s (WSSPC)Award in Excellence" ASubsidiary of eoo�wm ICC-ES Evaluation Reports are not to be comnued as representing aesthetics or any other attrtbutes not specically addressed nor are they to be comtrued m an endorsement of the subject of the report or a t recommendation for its me. There is no warranty by ICC Evaluation Service, LLC, express or Implied m to any finding or other matter in this report, or m to arty product covered by the report ^�n Copyright 0 2017 ICC Evaluation Service, U.C. All rights reserved. ES31 ij Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-2642 Reissued February 2017 Connected February 23, 2017 This report is subject to renewal February 2018. www.icces.ora 1 (800)423-0587 1 (562)699-0543 A Subsidiary of the International Code Councils DIVISION:07 00 00—THERMAL AND MOISTURE 1.2 Evaluation to the following green code(s) and/or PROTECTION standards: Section:07 21 00—Thermal Insulation Section:072500—Water-Resistive Barriers/Weather • 2016 California Green Building Standards Code Barriers (CAI-Green),Titie 24,Part 11 ■ 2015, 2012 and 2008 ICC 700 National Green Building REPORT HOLDER: Standard- (ICC 700-2015, ICC 700-2012 and ICC BASF CORPORATION 7002008) 1703 CROSSPOINT AVENUE Atbibuts vedfled: HOUSTON,TEXAS 77054 ■ See Section 2.0 (888)900-FOAM www.sof.basf com 2.0 USES EVALUATION SUBJECT: SPRAYTITEs (SP, 158, 178, 81205 and 81208) and WALLTITEs (US, US-N and HP-) spray-applied BASF CORPORATION SPRAY-APPLIED INSULATIONS: polyurethane foam insulations are used as nonstructural e thermal insulating material in all types of construction SPRATTITE (SP, 1511, D H 81205 AND 8120fi) AND under the IBC and dwellings under the IRC. See Section WALLTITEs(U5,US-N AND HP-) 4.7 for use in exterior walk of Type I, II, III and IV 1.0 EVALUATION SCOPE construction. The insulation is for use in wall cavities, floor/ceiling assemblies, exterior side of vertical 1.1 Compliance with the following codes: foundations or the underside of on-grade slabs. It may be ■ 2015,2012 and 2009 Intemational Building Code(IBC) used in attic and crawl spaces as described in Section 4.4. Under the IRC and 2015 IBC, the insulation may be used • 2015, 2012 and 2009 International Residential Code® as air-impermeable insulation when installed in accordance (IRC) with Section 3.5. When installed in accordance with • 2015,2012 and 2009 International Energy Conservation Section 4.5,the insulation may be used as an alternative to Code®(IECC) the water-resistive barriers required in IBC Section 1404.2 and IRC Section R703.2. The insulation may be used in ■ 2013 Abu Dhabi International Building Code(ADIBC)t fire-resistance-rated wall assemblies when construction is ■ Other Cods(see Section 8.0) in accordance with Section 4.6. 'The ADISC Is cased on me 2009 IBC.2009 IBC code eedbne relerenmd 3.0 DESCRIPTION In We repot m me samemAD semina In me I6C. 3.1 General: Properties evaluated: SPRAYTITI s (SP, 158, 178, 81205 and 81206) and ■ Physical properties WALLTITEs (US, US-N and HP+) are two-component, ■ Surface burning characteristics closed-call, rigid foam plastic insulations. The insulations are produced in the field by combining an isocyanate • Thermal resistance component A with a resin component B, resulting in ■ Water vapor transmission products having a nominal density of 2.0 pct(32 kg/m), SPRAYTITEs and WALLnTEs insulations use an A • Attic and crawl space installation component designated as ELASTOSPRAYO 8000A. Each • Air permeability insulation uses a different proprietary blend for the B component. The insulation components B have a shelf life • Water-resistive barrier of six (6) months and components A have a shelf life of ■ Fire-resistance-rated construction nine (9) months when stored in factoryaealed containers at temperatures between S&F (10eC) and 80-F (27°C) ■ Exterior walls in Types I through IV construction before installation. ICC,ES 6x '"Rep,ru are,wbte cwuuuMm rtprteentl�aerdvrrcewwryorbeeanelbrveerorepu ((Y adMned,rwme Urymbe carverved mreMo rvofrAenvb/ecroJJm reponorpssmmewrron)w lu me.]Ymrenroworrmrry eY7CC£.Nrmron Serves,LLC,axoKnw Mplle4 ar 0221 -Z-Sie- m mry,7rMirrgwwMr mamr MrFerepn,vas mmryp,Wucr s.ered6y Jce report C4prdgM•2017ICC Evaluation SeMu,LLC. AlI nghb reserved. Page 1 a7 ESR-2642 I Most Wooly Accepted and Trusted Page 2 of 7 3.2 Surface-buming Characteristics: a single-component, water-based, liquid-applied The insulations have a flamespread index of 25 or less intumescent coating. The coating is supplied in 5-gallon and a smoke-developed index of 450 or less when tested (19-L) pails and 55-gallon (20B-L) drums and has a in accordance with ASTM E84 (UL 723) at a maximum shelf-life of two (2) years when stored in factory-sealed thickness of 4 inches(102 mm). containers at temperatures between 41°F (5'C) and 3.3 Thermal Resistance,R-values: 95°F(35°C). The insulations have thermal resistance aat a 3.11 mean temperature of 75°F(24°C)as shown in Tableble1 1. TPRr TPR2 FIRESHELLe(F10E)Coating: in FIRESHELLe (F10E) intumescent coating, 3.4 Vapor Retarder: manufactured by TPR2 Corporation, is a proprietary single-component,water-based, liquid-applied intumescent The insulations have a vapor pelmeance of lass than coating. The coating is supplied in 5-gallon (19 L) pails 1 Penn[5.72 x le g/(Pa•s•m2)], in accordance with ASTM and 55-gallon (208 L)drums and has a shelf-life of twelve E95 (Desiccant Method), when applied at the following (12) months when stored In factory-sealed containers at minimum thicknesses, and qualify as Class II vapor temperatures between 45°F(7.2°C)and 75°F(24°C). retarders: 3.12 TPR2 FIRESHELLe(I84)Coating: SPRAYTITEe(SP, 158,81205)=1.25 inches(32 mm) TPR2 FIRESHELLe (164) intumescent coating, SPRAYTITEe(178,81206)=1.50 Inches(38 mm) manufactured by TPR2 Corporation, is a proprietary WALLTITO(US,US-N and HP+)= 1.50 inches(38 mm) single-component, water-based, liquid-applied intumescent orating. The coating is supplied in 5-gallon (19 L) pails 3.6 Air Pemleablllty: and 55-gallon(208 L)drums and has a shelf-life of twelve SPRAYTITEe (SP, 158, 178, 81205 and 61206) and (12) months when stored in Factory-sealed containers at WALLTITO (US, US-N and HP+) spray-applied temperatures between 45°F(7.2°C)and 75°F(24°C). polyurethane foam insulations, at a minimum thickness of 3.13 Flame Control 60-SOA Coating: 1 inch (25.4 mm), are considered air-impermeable insulation in accordance with 2015 and 2012 IRC Section Flame Control 6MOA intumescent coating, manufactured R806.5(2009 IRC Section R806.4)and 2015 IBC Section by Flame Control Coatings, LLC, is a proprietary 1203.3,based on testing in accordance with ASTM E283. single-component,water-based, liquid-applied intumescent orating. The mating is supplied in 5-gallon (19 L) pails S.8 ALDOCOAT BOO Intumescent Coatlng: and 55-gallon (208 L)drums and has a shelf-life of twelve ALDOCOAT 800 intumescent mating, manufactured (12) months when stored in factory-sealed containers at by Aldo Products Company, is a singlecomponem, temperatures between 50°F(10°C)and SO°F(27°C). water-based latex meting supplied in 5-gallon pails and 4.0 INSTALLATION 55-gallon (19 and 208 L) drums. The materials have a q 1 General: shelf-life of six(6) months when stored in a factory-sealed container at temperatures of 40-F(4.5°C)and 90°F(32°C). The insulations must be installed in accordance with Na 3.7 NoBume Plus Intumescent Coating: manufacturers published installation instructions, the s applicable code and this report. The manufacturer's NOBurn Plus intumescent mating, manufactured by published installation instructions must be available on the No-Burn, Inc., is a translucent aqueous liquid supplied in jobsite at all times during installation. 1- and 5-gallon (4 and 19 L) pails and 55-gallon (208 L) 4.2 Application: drums.The maUng has a shelf life of three(3)years when stored in a factory-sealed container at temperatures SPRAYTITEe (158, 178, 81205 and 81206) and between 40°F(4.5°C)and 90°F(32°C). WALLTITO (US, US-N and HP+) spray-applied 3.8 NoBume Plus XD Intumescent Coating: polyurethane foam insulations are spray-applied at the NoBume Plus XD intumescent matin manufactured b jobsite by professional insula0on contractors combining an 9. y isocyanate component 'A' with a resin component 'e' No-Bum, Inc., is a latex-based mating supplied in 5-gallon using a volumetric positive displacement pump as (19 L) pails and 55-gallon (208 L) drums. The coating recommended in the manufacturers published installation has a shelf life of three (3) years when stored in a instructions. The insulation is applied in passes having a factory-sealed container at temperatures between 40°F minimum thickness of% inch (12.7 mm) and a maximum (4.5°C)and 90°F(32°C). thickness of 2 inches (51 mm) per pass, up to the total 3.9 Flame Seale TB Intumescent Coating: thickness specified in Sections 3.2,4.3,4.4,4.6 and 4.7 of Flame Seal TB intumescent mating, manufactured this report The insulation passes must be allowed to fully by Specialty Products, Inc., is a two-mmponent, four-to- one-by-volume, our-to- expand and be cured for a minimum of 15 minutes prior to one-b -volume, liquid-applied, water-based d application of an additional pass. Yp y anon intumescent mating. The mating is supplied in 5-gallon SPRAYTITEe SP spray-applied polyurethane foam (19-L) pails and 55-gallon (208-L) drums and has a insulations ere spray-applied at the jobsite by professional shelf-life of six (6) months when stored in factory-sealed insulation contractors combining an isocyanate component containers at temperatures between 40°F (4°C) and 90°F 'A' with a resin component 'B' using a volumehic (32°C). When apeplied over SPRAYTITE'(178 and 81206) positive displacement pump as recommended in the and WALLTITE (US, US-N and HP+) insulations, the manufacturers published installation instmebons. The assembly has a fiameapread index of 25 or less and a insulation is applied in passes having a minimum thickness smoke-developed index of 450 or less, when tested in of r/2 inch(12.7 mm)and a maximum thickness of 4 inches accordance with ASTM E84(UL 723). (102 mm) per pass, up to the total thickness specified in 3.10 DC315 Intumescent Coating: Sections 3.2, 4.3, 4.4 and 4.6 of this report The insulation passes must be allowed to fully expand and be cured for a DC315 intumescent mating, recognized in ESR-3702 and minimum of 10 minutes prior to application of an additional manufactured by Intemational Fireproof Technology Inc., is pass. ESR-2642 I Most Wde/yAccepted and Trusted Page 3 of 7 The insulation must not be used in areas that have a surfaces Provided the assembly conforms to one of the maximum service temperature greater than 180°F (82°C). assemblies described in Table 3. In crawl spaces, the The foam plastic insulabon must not be used in elemical insulations may be spray-applied to the underside of floors outlet or junction boxes. The substrate must be free of and/or vertical surfaces provided the assembly conforms to moisture,frost or ice, loose scales, rust, oil, and grease or one of the assemblies described in Table 3. When an other surface contaminants. The insulation must be intumescent coating is used, surfaces to be waited must protected from the weather during and after application. be dry, clean, and free of dirt, loose debris and any other 4.3 Thermal Barrier: substances that could interfere with adhesion of the 4.3.1 Application with a Prescriptive Thermal Barrier: coating. The intumescent coating must be applied to all The spray-applied insulations must be separated from the Surfaces in accordance with the respective coating interior of the building by an approved thermal bonier a manufacturers installation instructions. The coaling must '/rInch-thidr(12.7 mm)gypsum wallboard or an equivalent be applied when ambient end substrate temperatures are 15-minute thermal barrier complying with IBC Section unvabove of 50°F (as de The insulations may be installed in 2603.4 or IRC Section R316.4, as applicable, except with IRC attic as described in this section in accordance where installation is in accordance with Section 4.3.2, or in with IRC Section R808.5(2009 IRC Section R806.4). an attic or crawl space as described in Section 4.4, or 4.4.3 Use on Attic Floors: The SPRAYTITEa(SP, 158, when the installation is in sill plates and headers at a total 178, 81205 and 81206) and WALLTITEa (US, US-N and thickness of 3'/4 inches (83 mm) or less as permitted by HP-) insulations may be installed in accordance with this IRC Section R316.5.1131here is no thickness limit when section and Table 3 between and over the joists in attic installation is behind a code-prescribed thermal barrier, floor. The insulation must be separated from the interior of except as noted in Section 4.4.3. the building by an approved thermal barrier. The Ignition 4.3.2 Application without a Prescriptive Thermal barrier required in IBC Section 2603.4.1.6 and IRC Section Barrier: The SPRAYTITEa (SP, 158, 178, 81205 and R316.5.3 may be omitted. 81206) and WALLTITE° (US, USN and HP-) insulations 4.6 Water-realative Baffler: may be installed without the 15-minute thermal barrier The SPRAYTITEa (178 and 81206) and WALLTITE* prescribed in IBC Section 2603.4 and IRC Section R316.4 (US, US-N and HP+) insulations may be used as the in assemblies conforming to one of those described in water-resistive barrier prescribed in IBC Section 1404.2 Table 2. The insulation may be left exposed where and IRC Section R703.2, when installed on exterior walls indicated in Table 2. as described in this section. The insulations must be 4.4 Ignition Barrier—Attics and Crawl Spaces: spray-applied to the exterior side of the sheathing, 4.4.1 Application with a Prescriptive Ignition Barrier: masonry or other suitable exterior wall substrates to form a When the spray-applied insulations are installed within continuous layer of 1 inch (25.4 mm) minimum thickness. atfim or crawl spaces where entry is made only for service All construction joints and penetrations must be sealed of utilities, an ignition border must be installed in with SPRAYTITE (178 and 81206) or WALLTITE° accordance with IBC Section 2603.4.1.6 or IRC Sections (US, US-N and HP+)insulation. R316.5.3 and R316.5.4, as applicable, except where the 4.6 Two-hour Fire-reaistznce-rated Wall Assemblies installation is in accordance with Section 4.4.2.The ignition (Load-bearing): baffler must be consistent with the requirements for the SPRAYTITE° (SP, 158 and 81205) may be installed on type of construction required by the applicable code, and interior load-bearing two-hour fire-resistance-rated walls, must be installed in a manner so that the foam plastic provided the system is installed in accordance with the Insulation is not exposed. following: 4.4.2 Application without a Prescriptive Ignition 4.6.1 Wood Framing: Two rows on separate plates, Barter: The SPRAYTITEa (SP, 158, 178, 81205 and 3 inches (76 mm) apart, of minimum 2-by4 wood studs 81206) and WALLTITE° (US, USN and HP-) insulations (No. 2 Douglas fir) spaced a maximum of 16 inches may be installed in attics and crav!spaces as described in (406 mm)on center this section without the ignition barriers described in IBC Section 2603.4.1.6 and IRC Sections R316.5.3 and 4.6.2 Wall Finish: Base layer of'/r-Inch-thick (15.9 mm), R316.5.4,subject to the following conditions: Type X gypsum wallboard is applied horizontally and fastened to each outer side of a double row of studs with a. Entry to the attic or crawl space is to service utilities, Bd by 1r/cinch-long (48 mm coated nails, spaced 2 feet and no storage is permitted. (610 mm)on center. Face layer of /r-inch-thick(15.9 mm), b. There are no interconnected attic or crawl space Type X gypsum board is applied horizontally and fastened areas. to each outer side of studs over the base layer with Sd by c. Air in the attic or crawl space is not circulated to other 23/r-inch-long (60 mm) coated nails, spaced 8 inches parts of the building. (203 mm) on centers. Gypsum wallboard joints must be d. Attic ventilation is provided when required by IBC staggered 24 inches (610 mm) between layers and on Section 1203.2 or IRC Section R806, except when opposite sides of the wall. air-impermeable insulation is permitted in unvented 4.6.3 Insulation: SPRAYTITEa (SP, 158 or 81205) is attics in accordance with 2015 or 2012 IRC Section applied in the stud cavities of both rows at a thickness of R806.5 (2008 IRC Section R806.4) or 2015 IBC 3 inches(76 mm). Section 1203.3. Under-floor (crawl spam) ventilation 4,7 Exterior Walls In Types 1, II, III and IV is provided when required by IBC Section 1203.3 or Construction: IRC Section R408.1,as applicable. SPRAYTITEa (178 and 81206) and WALLTITEa (US, e. Combustion air is provided in accordance with IMC US-N and HP+)may be installed in or on exterior walls of Sections 701. buildings of Type I, 1. III and IV construction complying In attics, the insulation may be spray-applied to the with IBC Section 2603.5 and as described in this section. underside of roof sheathing or roof rafters, anti/or vertical The maximum thickness of the foam plastic is 3 Inches ESR-2642 I Most YMdelyAccepted and Trusted Page 4 of (756 mm)when installed on the exterior of the sheathing or 6.6 Reports of potential heat of foam plastics tests in 3% inches (92 mm) when installed in stud cavities. The accordance with NFPA 259. potential heat of SPRAYTITEs (178 and 81206) and 6,7 Reports of room comer tests in accordance with WALLTITE® US, US-N and HP+)spray-applied insulations is 1961 Btu/1P(22.3 MJ/m )per inch of thickness.The wall NFPA 286,UL 1715 and ASTM E84. assembly must be as described in Table 4 or 5. 6.8 Data in accordance with applicable sections of 5.0 CONDITIONS OF USE ICC-ES Acceptance Criteria for Foam Plastic The BASF Corporation spray-applied Panels Used as Water-resistive Barrierspplied insulations described (AC71), dated February 2003 (editorially revised in this report comply with, or are suitable alternatives to January2015). what is specified in, those codes listed in Section 1.0 of 7,0 IDENTIFICATION this report,subject to the following conditions: 5.1 The spray-applied insulations old the intumescent Each container of components A and B of the polyurethane coatings must be installed in accordance with the foam plastic insulation beam a label with the BASF manufacturer's published installation instructions, this Corporation, name and address, the product name, the evaluation report and the applicable code. The Product type (A or B component), density, the flame- instructions within this report govern if there are any spread and smoke-developed indices, the evaluation conflicts between the manufacturer's published report number (ESR-2642), the shelf life and the date of installation instructions and this report manufacture. 5.2 The spray-applied insulations must be separated from Intumescent coatings are identified with the the interior of the building by an approved 15-minute manufacturers name, the product trade name and use thermal barrier, as described in Section 4.3, except instructions. where installation is accordance with Section 4.3.2 or 8.0 OTHER CODES where installation is in an attic or crawl space as 8,1 Evaluation Scope: described in Section 4.4. In addition to the codes referenced in Section 1.0, the 5.3 The spray-applied insulations must not exceed the products in this report were evaluated for compliance with thicknesses noted in Section 3.2, 4.3, 4.4, 4.6 or 4.7, the requirements of the following codes: as applicable. Is 2006 International Building Codes(20061BC) 5.4 The spray-applied insulations must be protected from a 2006 International Residential Code® 20061RC the weather during application. ( ) 6.5 The spray-applied insulations must be applied by a 2006 International Energy Conservation Codes professional spray polyumthane foam installers (2006 IECC) approved by BASF Corporation or by the Spray Is 20M International Building Codes(2003 IBC) Polyurethane Foam Alliance (SPFA) for the ■ 2003 International Residential Codes(20031RC) installation of spray Polyurethane foam Insulation. • 2003 International Energy Conservation Code° 5.6 Installation in fire-rewstance-mtsd construction must (20D3 IECC) be as described in Section 4.6. 5.7 Use of the insulation in areas where the probability 8.2 Uwe: of termite infestation is -very high' must be in The products comply with the above-mentioned codes as accordance with IBC Section 2603.8 or IRC Section described in Sections 2.0 through 7.0 of this report, with R318.4,as applicable. the following modifications: 5.8 Jobsite certification and labeling of the insulation must a Application with a Proscriptive Thermal Barrier:See comply with 2015 IRC Section N1101.10 (2012 IRC Section 4.3.1,except the approved thermal barrier must Section N1101.14) and 2015 or 2012 IECC Sections be installed in accordance with Section R314.4 of the C303.1, R303.1 and R401.3 (2009 IECC Sections 2006 IRC or Section R314.1.2 of the 2003 IRC, as 303.1 and 401.3). applicable. 5.9 When used in or on exterior walls of buildings of Type a Application with a Prescriptive Ignition Bartter: See I, II, III and IV construction, the wall assembly must Section 4.4.1, except an ignition barrier must be conform to those described in Section 4.7. installed in accordance with Section R314.2.3 of the 6.10 The polyurethane foam plastic insulation components 2003 IRC, or Section R314.5.3 or R314.5.4 of the 2006 are produced in Houston, Texas; Orange, California IRC. and Toronto, Canada under a quality control program a Application without a Proscriptive ignition Baffler: with inspections by ICC-ES. See Section 4.4.2, except that combustion air is 6.0 EVIDENCE SUBMITTED provided in accordance with Sections 701 and 703 of the 2006 IMC. 6.1 Data in accordance with the ICC-ES Acceptance a Protection against Termites: See Section 5.7, except Criteria for Spray-applied Foam Plastic Insulation use of the insulation in areas where the probability of (AC377),dated May 2015,including reports of tests in termite infestation if'Wry hes must be in accordance accordance with Appendix X of AC377. with Section 320.4 of the 2003 1 RC or Section R320.5 of 8.2 Data in accordance with ASTM El 19(UL 263). the 2006 IRC. 6.3 Reports of water vapor transmission lasts in a Jobelte Certification and Labeling: See Section 5.8, accordance with ASTM E96. except jobsite certification and labeling must comply 6.4 Reports of air leakage testing in accordance with with Section 102.5.1 of the 2003 IECC, or Sections ASTM E283. 102.1.1 and 102.1.11,as applicable,of the 2006 IECC. 6.6 Reports of fire propagation characteristics fasts in accordance with NFPA 285. ESR-2642 I Most Widely Accepted and Trusted Page 5 of TABLE 1—THERMAL RESISTANCE(R-VALUES) SPRAVTITE°(SP,158aM81205) SPRAWITEa(178 and 81205)aMWALLTITEa(US,US-N and HP-) THICKNESS(INCHES) R-VALUE('F.R'.WBW)' THICKNESS(INCHES) R-VAWE('F.te.MBtu)r 1 6.6 1 6.7 2 13 2 3 3 20 3 20 3.5 24 3.6 24 4 27 4 28 5 34 5 30 6 41 6 41 7 40 7 8 54 5 55 0 68 10 69 75 11 76 2 82 12 63 Far Si: lir =25Amm;1'F.d.Mtu=0.176110'KmxNY. 'R-valuesare abasedantasted KvelueaM1a rc hkkneeeas xR-values greater tNannlf 0 ere nwndM la UIe nearestwtwle numnumber. i TABLE 2--USE OF INSULATION WITHOUT A PRESCRIPTIVE THERMAL BARRIER INSULITION TYPE MAXIMUM MAXIMUM FIREFROTECTIVE MINIMUM MaY be left TESTS THICKNESS THICKNESS(In, COATING APPLICATION oxpnead as SUBMI= (In.) (Caliinge,Und0nId oIll I MINIMUMTHICKNESSa RATE OF FIRE. an lWadur (Wall C.Was) ShaetAing�RaftarsBFloora) TYPE(Applied to all Foam PROTECTIVE Finish Sudac ) COATING 8 12 Flatus Seal TB1.80 gel/100 flx Year UL1715 25 man mileASTM E54 WALLTITEa OC315 NM COM d mile met 0.25 gal/100its ( 8 RAVTITEa ) 572 114x 8 S Yee NFPA 266 (178 aM 81208) DC315 1.00 gal 1100 S 16 mot mII9 61/z 71/x lIDE 23 eat mils 1.23 gel/10082 Vee NFPA 286 111/4 Flarre xkmils 1.80 gel/10pft Vee 1 ASTM ES4 SPRAYTOEa 5'/x 7'/x 20 man mile 1.25oM/100Sx Yes NFPA 266 (158andalm) 572 972 F10E 21 mot mile 1.18 gal/100 Ox Ven NFPA 208 7'12 1172 20 eWA 1.25oM/1008x Vee NFPA 286 Flame Seal TB UL1715 11'/s 11'/s 24malrNls 1.80 gal 1100 flx Yes ASTM E84 572 772 OC315 1.25 oN/1 00K Yes NFPA 288 SpRAYTITo SP 20 mat mie 5'h 9112 IOE 21 Fmet mile 1.16 gal/1000 Yes NFPA 286 7% 102 20net0-6 rise 1.25 gM/100 flx Yea NFPA 266 For SI: 1 inch=25.4 mm;t mu=QO254 mm;1 gallon=3.30 L;1 fl? 0.0 tux;NA=nN appicapk. ESR-2642 I Most Mde/y Accepted and Trusted Page 6 of TABLE S—USE OF INSULATION IN ATTICS AND CRAWL SPACES WITHOUT A PRESCRIPTIVE IGNITION BARRIER INSULATION TYPE ??!T AXIMUM FIRERIOTECTFAE COATING MIHMUTA TESTS THICKNESSHICIOIESS(in) MINIMUM THCNNESS&TYPE APPLICATION SUBMITTED lings.Undersideof (Applied ball Foe.SUHai RATE OF FIRE- (AC377) ShesthinglRehera& PROTECTIVE Floors) COATING 1144 No Coiling requimtl NA AppendixX 1t1/� Flreehell IBClowetmlle U.60gaillwe Appendix% WALLTITIV 11'/4 a-�xolntllaCOAT T 1.12gaillWitzAppmdizX (USA US antl HP-)SPRAYTI120 11'4 Nagum Plus 0.75 /100ft TEe (178 antl 81206) 12 wet its gal Appendix X 6 12 S Flame Seal TB 25 e mils IH001P 1.60gaUL1715 OC315 0. /100ft 4 wM mib 25 gal Mper al 7'14 1144 No waang no.ired M Appeals 1144 1A4 Flame Seal TB 1.80 /t001P UL1715 24 net mils ' M315 0.25 gal/100ft BPRAYII,fEe 514 71'/x 4 W m ile Appenax% (1116 antl 111205) S S lue XO ate 0.31 gal/100f Appends,% 6'/x 9x14 ib 1.IOE 16gH/10011' NFPA 286 7'14 11'l4 misused NA Appendix 1144 1144 Seal 1.60 gill/100a' UL1715 ec 5'/x 11'14 5b 0.25gaillwe Appeals% SPRAMTEs 9P g g Plus XO 0.31 gal/100ib Appe"du 5114 94/x 21 wet mile 1.18 gal/100 ie NFPA 288 FarM: 1 Inch=25.4 mm;t CoA=0.0254 mm;1 galbn=3.38 L;1 R'=0.93 mz;NA=nd eppllceble. TABLE 4—NFPA 285 COMPLYING WALLS—RPF ON EXTERIOR WALL COMPONENTS MATERIALS Base wall system, 1-Cdhvee wNl Use either 1,2 ora 2—Concrele masonry.. 3--1 bye olell lied 4hk*Typo X gypoumr wallbamtl an imador,installed over minimum 3e10nchdNXh,minimum No.20ya11e atetl eWtls e a mteximum of 24 trachea on Conte with lateral bradng every,4 feet wetlnally, Flarlirse firestoppthg 4pc mined-fiber lrsubtion skiers-M in ileal wall sNtl cavity at each floor line. Cavity insulation— 1—None Use either 1,2,or 3 2--Fibegl as beg insulation' 3�4irrard-fiber insulation' E;Woreheathing 1-44ep UseeiBrer i,ort 2—MNimun'Irinch-thick Type X e#ador gypevn sheathLq Ecorse Inwletbn Maxknm 3J Mkknuss OfSPMWIM(176 all 61206)or WALLVTE(US,US-N antl HP-) Esbakawall 1- Brick covering—Use eAhe --Standard time bl "hear anchors installed!maximum 24 inches on center,vertically on each atutl 1,2,3 w4 -NAalomun 2-1rx:h air gap baseman enamor insulation arM brill standard nominal ainrh-MicA,day brick 2- Stucoo-Minimum'4-nch-Ihick,exterior cement plaster and lath.A secondary near-rawer,barren can be Installed tlah~the sderior insulation and the lath.The semntlary serer-resistive bartier shall not be full. coverage asphalt or buyl-based self-adhered membrsmea 3 inimum 2-inch-thick Limestone,natural stone or minimum 1'/24nch-thick cast andfidal stone My aMnderd non-open-jointed instillation technique such as ship-lap,e4.can be used. 4—Tenacada cladding-Use any teermceha Cladding system In enrich the lemonade Is minimum 144 inch.My stantlard non cpanjoimedl installation technique such as sn" ,ea,,can ba used. Far SI: 1 Md,=25.4 mm,1 fed=Mie mm,1 par=16.01 kg/m'. 'Insulation must campy Will the applicable Rphael a of 2015 an 2012 IBC Section 720.2(MM IBC Section 719.2). ESR-2842 I Most Widely Accepted and Trusted Page 7 of TABLE 5—NFPA 205 COMPLYING WALLS—SPF IN WALL CAVITY P ALL COMPONENTS MATERIALS a0 syslenn— i-:onvete wall ar 1,2 ora 2-Conoete masonry wall 3-1 layer of/a+ncli-thick Type X gyPeun wellboand on interior,installetl over minimum 3'/elnChd"minimum No.20gage stat stud at a madmum of 24 inches on center wt lateral trading scary 4 teat veNcelly hefirestping 4 pdmicerel fiberinsulatonfndionfit n eadhwall stutl®viry el earn floor line. Insulation, 1—Manmum 3/a inch thicness of SPRAYTITE(178 and 81206)orWALLTTTE(US,USN end HP+)implied using he 1, edericrgypsum sheathing a ftsubsbateaMcwerirglhexiM ditc *ad8eimidethe steel stud 2 o mmdnation a 1 framing flange. 2-FIbeglass batt Insulation 0acetl or unfacetl)on Sa ededor side of the loam plastic 3 Mineral wool insulationgacetl or unfaced)on the exlaar side of the tam plastic sheathing °/cinch-Nid Tyne X edenor gypsum sheathing t.11 wv nng 1—My non-combustible ewtenor wall covemg malarial using any standard installation technique 2—My non-combustible edenor wall cevering system wth a combustible WNB dhat hes successfully been tested in accordance with NFPA 285 Details of the tderor"it WVelllg must be pnWdBd tO the code anytcal by the rebort h0lder,designer M sped fier, wt an engineering analysis demonstrating drat(1)the adedor wall covering conlonms to ASTM El36 antl(2)the addNon of the wall covering ardlo water-resstive barna t Ihs assembly desalbed in this section does nMnegatielyaRecloonformanca dtheassembly with the requirementsd IBC Section 2603.5. 1 inch=25.4 mm,1 foot=304.8 mm,1 act=16.01 kghn3. ESIGG Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-2642 CBC and CRC Supplement Issued February 2017 Revised February 14, 2017 This report is subject to renewal February 2018. www.icc-es.ora 1 (800)423-6587 1 (562)699-0543 A Subsidiary of the International Code Council" DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION Section:07 21 00—Thermal Insulation Section:07 25 00—Water-Resistive Barriers/Weather Barriers REPORT HOLDER: BASF CORPORATION 1703 CROSSPOINT AVENUE HOUSTON,TEXAS 77054 (888)900-FOAM www.sof.basf.com EVALUATION SUBJECT: BASF CORPORATION SPRAY-APPLIED INSULATIONS: SPRAYTITO (SP,158,178,81205 AND 81206)AND WALLTITEe(US,US-N AND HP-) 1.0 EVALUATION SCOPE Compliance with the following codes: IN 2013 California Building Code(CBC) IN 2013 California Residenb'al Code(CRC) ■ 2013 California Energy Code(CEC) Properties evaluated: ■ Surface burning characteristics Is Physical properties Is Thermal resistance(R-values) ■ Attic and crawl space installation ■ Air permeability 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the SPRAYTITE"(SP, 158, 178, 81205 and 81206)and WALLTITE"(US, US-N and HP+) insulations described in Sections 2.0 through 7.0 of the master report ESR-2642 comply with the 2013 California Building Code (CBC), the 2013 California Residential Code (CRC), and the 2013 California Energy Code (CEC), when installed in accordance with the 2012 IBC and IRC provisions, as applicable, of the master evaluation report and the 2013 CEC under the following conditions: ■ In accordance with Section 110.8 of the 2013 California Energy Code, verification of certification by the Department of Consumer Affairs, Bureau of Home Furnishings and Thermal Insulation, must be provided to the code official, demonstrating that the insulation conductive thermal performance is approved pursuant to the California Code of Regulations,Title 24,Part 12,Chapters 12-13,Article 3,'Standards for Insulating Material.' Is The insulations have not been evaluated under CBC Chapter 7A or CRC Section R327, for use in the exterior design and construction of new, buildings located in a Fire Hazard Zone within a State Responsibility Area or any Wildland-Urban Interface Fire Area. ■ The insulations have not been evaluated for compliance with the International 1441diand-Urban Interface Codes. This supplement expires concurrently with the master report,reissued February 2017 and corrected February 24,2017. i KC-FS£wlmnona paaarena,obvwunandm�enn,y tluW wmryoMerannbaxa wr+x�>ha(N a12rarc4 rorarn,h%'robrwwnued anent eerex yUrc.ratlxeaJde rcporr Matbnfwwua.7vxnbw wrmxy eY lCC fivdaauon Servlw,LLC.uprceaar Onplxeq on m mry/NMng n.aMrawxr x,hv rcp,n,cam ro o,ryprvdua aaendby Ne.zpnn -�� CMNI E.I.Isen SWee,LLC. Al rig0b reeeme. Pass 1 a 1 ESAtNTION Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-2642 FBC Supplement Reissued February 2017 Revised February 14, 2017 This report is subject to renewal February 2018. www.icc-es.ora 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the Intennational Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION Section:07 21 00—Thermal Insulation Section:072500—Water-Resistive BarriersfWeather Barriers REPORT HOLDER: BASF CORPORATION 1703 CROSSPOINT AVENUE HOUSTON,TEXAS 77054 (888)900-FOAM www.sof.basf.com EVALUATION SUBJECT: BASF CORPORATION SPRAY-APPLIED INSULATIONS: SPRAYTITE" (SP,158,178,81205 AND 81206)AND WALLTITE"(US,US-N AND HP+) 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that SPRAYTITE"(SP, 158, 178, 81205 and 81206)and WALLTITE* (US, US-N and HP-) spray-applied polyurethane foam insulations, recognized in ICC-ES master evaluation report ESR-2842,have also been evaluated for compliance with the codes noted below. Applicable code sclMons: s 2014 Florida Building Code—Residential s 2014 Florida Building Code—Building 2.0 CONCLUSIONS The SPRAYTITE"(SP, 158, 178,81205 and 81205)and WALLTITE*(US, USN and HP-)spray-applied polyurethane foam Insulations, described in Sections 2.0 through 7.0 of the master evaluation report ESR-2642, complies with the Florida Building Code—Residential and Florida Building Code—Building,provided the design and installation are in accordance with the 2012 International Building Codes(IBC)provisions noted in the master report. Use of the SPRAYTITE* (SP, 158, 178, 81205 and 81206) and WALLTITE" (US, US-N and HIP-) spray-applied polyurethane foam insulations for compliance with the High-Velocity Hurricane Zone provisions of the Florida Building Code—Residential and Florida Building Coda—Building has not been evaluated, and is outside the scope of this supplemental report. For products falling under Florida Rule 9N-3,verification that the report holders quality-assurance program is audited by a quality-assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity(or the code official, when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued February 2017 and corrected February 24,2017. R'C-SSb duawa Repos nm wbw t—lw rcpre NV ,Wllw wa,ryaherwpis uo .,pcofl jyaddn,wd.mane Jyw&wv w MarswxoJµe,ubjrcl oJcSe myon rcrommmMabnfw ev um. MM trw~w syr E-Iwwa Serves,LCC,eymu w wyree4m N 40 a aryflretingarwMrma wrm/w,myam,wa°wwyvmWmrmmmaey are myam. - - Caprebhte20171CC Eveluatlm saWoe,LLC. Ni rlghb rewr , hq t e1 ESC111 IVII:M110NTWICE Most Widely Accepted and Trusted IMES Evaluation Report ESR-2642 Seal & Insulate with ENERGY STAR°Supplement Reissued February 2017 Revised February 14, 2017 This report is subject to renewal February 2018. www.icc-es.org 1 (800)423-6587 1 (562)699-0543 A Subsidiary olthe international Code Council° DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION Section:07 21 00—Thermal Insulation REPORT HOLDER: BASF CORPORATION 1703 CROSSPOINT AVENUE HOUSTON,TEXAS 77054 (888)900-3626 www.surf.blisf.com EVALUATION SUBJECT: BASF CORPORATION SPRAY-APPLIED INSULATIONS: SPRAYTITE* (SP,158,178,81205 AND 81206);AND WALLTITE*(US,US-N AND HP.) 1.0 EVALUATION SCOPE Conformance to the following requirements: Seal and Insulate with ENERGY STAR® Program—Definitions and Testing Requirements for Residential Insulation, Version 1.0 Properd"evaluated: ■ Thermal resistance ■ Surface-burning characteristics 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to certify that the SPRAYTITE*and WALLTITE°spray-applied foam plastic insulation products described in Sections 2.0 through 7.0 of the master report (ESR-2842) have been reviewed for compliance with the applicable codes noted in Section 1.0 of the master report and for the requirements set forth In the Seal and Insulate with ENERGY STAR* Program—Definitions and Testing Requirements for Residential Insulation, Version 1.0. The insulation products covered by this supplement are defined as"Spray or Pour Foam Insulation." The requirements for testing laboratory qualifications and product sampling, as well as the specific material and test standards and editions used in this evaluation, are as set forth in the applicable documentation noted in Section 6.0 of the master evaluation report. 3.0 DEFINITIONS The following definitions are from the Definitions and Testing Requirements for Residential Insulation, Version 1.0, and are applicable to the subject of this reporL 3.1 General Definitions Insulation: Any material mainly used to slow down heat flow. It may be mineral or organic, fibrous, cellular, or reflective (aluminum foil). It may be in rigid,semi-rigid,flexible,or loose-fill form. Residential Buildings: Single family homes (attached or unattached), multifamily buildings with 4 units or fewer, or multifamily buildings(condominiums,apartments)with 3 stories or less in height above grade. 3.2 Insulation Product Definition Spray or Pour Foam Insulation: A thermal insulating material that is sprayed or poured (as a gel or foamy liquid) into place, and expends or sets into a cellular foam and cures at the point of installation through a chemical reaction. Foamed materials include,but are not limited to,polyurethane, polyisocyanurats,phenolic and cementitious insulation. /CC-s5 swlumfon Rapvtr rchuwumreAm�mde�:Nerc,can,ryoMera,me,ire„ww,,.'A,otNoddru,e4 ro.arc,M'roea mxn+wa alb WAY wsMone,a.mo/aL,,,b)m�oJeA, ponwo remmweamtw/wr�m�nrcmo-mea.,m,Neyrccsmnnro„s.mm.uc.r,.,,a,xv.'xd�, IIRRN �^mYNrtinBw aM,.wrcrd rAb nNn,wm,oaryPm�m<arrmd MUrc repv,t sx� Copriahte 20171CC EwluaWn 3e ,LLC. NI tlYh z rer , Pape t ere ESR-2642 SSI Supplement I Most Widely Accepted and Trusted Page 2 of 6 3.3 Insulation Performance Definitions R-value:The inverse of the time rate of heat flow through a body from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces, under steady state conditions, per unit area. For the purposes of the Seal and Insulate with ENERGY STAR program,only Imperial units will be accepted((h-fl'--°F)/Btu]. Smoke-Development Index:The characteristic of a material to emit smoke when exposed to flame or fire compared to red oak and inorganic cement. FlameSpraad Index: The characteristic of a material to resist the spreading of flames when exposed to flame or fire compared to red oak and inorganic cement. 3.4 Thermal Resistance: The SPRAYTITEs and WALLTITEs spray-applied foam plastic insulations have thermal resistance R-values as noted in Table 1 of ESR-2842,based upon testing. 3.6 Installation 3.5.1 General: The installation of the SPRAYTITEs and WALLTITEs spray-applied foam plastic insulations must be in accordance with the requirements set forth in Sections 4.0 and 5.0 (as applicable) of ESR-2642. The insulation is manufactured onsite by spray polyurethane foam applicators meeting the qualification requirements stated in Section 5.5 of ESR-2642. The insulation should not be installed in direct contact with chimneys, flues or heat-producing appliances. See Figure 7 for recommended clearances. 3.5.2 Personal Protective Equipment (PPE): The following personal protective equipment (PPE) requirements are reprinted from the website of the American Chemistry Council (ACC)and deal with Spray Polyurethane Foam Health and Safety(http:/Nw .spmypolyumthane.org/PPE): "PPE for SPF High Pressure Interior Application: When spraying an SPF two-component high pressure spray polyurethane foam system Indoors, sprayers and helpers should wear: • A NIOSH-approved full face or hood-type supplied air respirator (SAR) (as outlined in your company's Respiratory Protection Program) • MDI-resistant chemical gloves(e.g.,Hide),or fabric gloves coated in nitrile,neoprene,butyl,or PVC • Chemically resistant long-sleeve coveralls or chemically resistant full body suit with hood • MDI-resistant fitted bootsrbootes' "Protective Clothing: The use of appropriate protective clothing is necessary whenever there is possibility of direct contact with SPF chemicals. The appropriate prolective clothing varies depending upon the potential for exposure. Applicators and helpers typically wear disposable coveralls to keep spray and mist from contacting skin and clothing.To protect skin, wear PPE in such a manner as to protect all skin (in other words, there should be no exposed skin showing). When not wearing a hood respirator, select a coverall with an attached hood or spray head cover. For tasks where there is a potential for splash, consider a suit coated with an impermeable coating such as PVC and MDI-resistant fitted boots/booties.' "Gloves: Gloves made of nitrile, neoprene, butyl or PVC generally provide adequate protection against Aside materials. (Sea Guidance for the Selection of Protective Clothing for MDI Users, Center for the Polyurethane Industry (CPI) Guidance Document A%178).A-side protection is generally considered adequate to provide B-side protection; however, consult the manufacturer's SDS for specific information about B-side protection.' "Eye and Face Protection: Appropriate eye protection helps prevent eye contact from splashes of liquid SPF chemicals, amidental sprays of reacting foam, aerosols and vapors that are likely to be present during spraying, and airborne particulate associated with sanding and grinding operations. The type of eye protection needed depends on the nature of the activity.' Persons handling liquid SPF chemicals in open containers can protect their eyes by wearing safety goggles or safety goggles in combinaton with face shields.The use of contact lenses is discouraged. During application of SPF, eye protection may be provided by virtue of wearing a full-face or hood respirator. OSHA requires that an eyewash- or safety shower be provided in the work area where the eyes or body may be exposed to 'injurious corrosive materiels."Consult the SDS for all materials to be used on the job in advance to help you understand whether such materials will be present,and if so,how to comply with applicable OSHA requirements. "Respiratory Protection: Engineering controls, such as local exhaust ventilation, can be used to control SPF chemical exposures. Administrative controls, such as work schedules and work practices, are used cencumently to minimize exposure. Respirators are needed when air concentrations continue to exceed occupational exposure limits when engineering and administrative controls are implemented. These limits have been set for a number of SPF chemicals and some common chemicals encountered during SPF application. ESR-2612 SSI Supplement I Most Widely Accepted and Trusted Page 3 of 9 Air-purifying respirators (APR) and powered air-purifying respirators (PAPR) are generally appropriate for exterior applications and may be used when spraying polyurethane foam in exterior applications. Supplied air respirators (SAR) are typically used in interior applications. Refer to the N10SH Respirator Decision Logic (2004) for more information regarding respirator selection.' Ventilation of the work area is required and should be in accordance with Ventilation Considerations or Spray Polyurethane Foam: Guidance on Ventilation During Installation of Interior Applications of High-Pressure Spray Polyurethane Foam as published by the Spray Foam Coalition (SFC)of the Center for the Polyurethanes Industry(CPI). The following statement regarding ventilation of the work area is reprinted from the guidance document: 'Work zone mechanical ventilation during and after SPF installation is designed to prevent workers and others in the area from being exposed to SPF chemicals above recommended or permissible levels. Potential health effects from exposure above recommended levels can range from no effects to slight irritation of the eyes, skin or respiratory system to the development of chronic lung or pulmonary disease depending on the individual person and level and duration of overexposure' 3.5.3 Occupancy Time after Installation: The reentry or re-occupancy time shall be in accordance with the manufacturers installation instructions,which are reprinted on pages 4 and 5 of this certification. 3.5.4 Figures: Figures 1 through 5 represent general installations of the SPRAYTITE®and WALLTITEe spray-applied foam plastic insulations in vented and unvented crawl spews, the interior of below-grade foundation walls,the exterior of above- grade walls, and in vented and unvented attics. Figure 7 depicts minimum clearances to heat-producing objects. These figures are for illustration purposes only and are not to be construed or used as construction documents. This supplement expires concurrently with the master report,reissued February 2017 and corrected February 24,2017. ESR-2642 S81 Supplement I Most Widely Accepted and Trusted Page 4 of 9 U ■ BASF The Chemical Company BASF Re-Occupancy Times for Interior Building Spray Applications Jim Andersen,Marketing Applications Specialist SR 021514 Introduction The application of spray foam insulation is done through special high pressure spray application equipment, Low pressure application units or single component foams. This document will discuss two part foams field process using high pressure application equipment. When the combination of liquid part A compound and liquid B compound is done to produce either closed cell or open cell spray foam insulation there are potential health hazards during the application. OSHA and other government agencies have established protection requirements for all workers that can be exposed to the chemicals during the spray application. Only trained and properly protected workers are allowed in the spray application areas during the spraying and for a period after the spraying has stopped. Requirements The spray area should be posted with keep out WARNING signs before and after spraying. Workers only that are trained and have the necessary personal protection equipment are allowed inside the spray area. All others must be kept out as well as pets. Ventilation of the spray area is to be done incorporating the guidance documents: 'Ventilation Guidance for Spray Polyurethane Foam Application,' published by the U.S. Environmental Protection Agency(EPA), online at www.epa.gov/dfe/pubstprolects/spf/ventilation-guidanm.html and"Good Practices- Engineering Controls and Ventilation,'published by the American Chemistry Council's Center for the Polyurethanes Industry, available online at: www.spravpolvurethane ora/GoodPractices#EncineerineControls The following general requirements must also be followed, Code of Federal Regulations Title 29 CFR§1926.20 Safety and Health Regulations for Construction: General Safety and Health Provisions available online at www osha aov/pls/oshaweb/owadiso show document?o table-STANDARDSBp id-10606 The applicators and building owners should visit www.soravpolvurethane.oro and also www.spf.basf.00m for up to date information about spray polyurethane foam construction applications before starting projects. Industry Established Re Occupancy Times The Spray Foam Industry and government agencies have worked together to establish general guidelines for re occupancy. These can be found at www.soravoolvurethane.ora.The general statement of 24 hours for re occupancy times for interior building applications is the general rule BASF suggests for two part high pressure spray. "Evaluation reports for many types of building products, including SPF insulation, often include the suggested reoccupancy time,which is variable: for an interior application using two-component high-pressure SPF,some manufacturers recommend 24 hours before rexcupancy, and for an interior two-component, low-pressure SPF kit application, some manufacturers recommend a one hour rexcupancy time. Consult the product manufacturer to determine the recommended reoxupancy time for the particular job and SPF in use. Note: "Exterior applications where the spray application is done to a roof top application or exterior walls and where there is wide open air spaces;the risk control is done by closing off all air intake areas to a building interior,(windows, doors,warning signs and HVAC intake vents). Roof or exterior applications will generally have plenty of ventilation with natural wind as well as massive volumes of space to dissipate the concentration of materials. Therefore the controls used for interior applications are not generally required, such as added ventilation. The elastomeric roof coatings vary in risks and must be assessed and the risks evaluated on a job by job and material speck basis by the spray foam applicator company. BASF Re occupancy Research BASF,Air Products and Honeywell have conducted proprietary studies for indoor air quality measurements on spray foam applications to retrofit attics. Robert,William, James Andersen, Richard Wood,and Mary Bogdan. 'Ventilation and Re-Occupancy of a Residential Home Sprayed with High Pressure Polyurethane Foam.' Presented at the CPI Technical Conference, September 2012. ESR-2642S&ISupplement I Most WMely Accepted and Trusted Page 6 of This study of three houses where the attic was sealed and ventilated during the spray application has resulted in no chemicals detected within the house at levels greater than those currently assigned levels by government agencies and private chemical manufactures'Material Safety Data Sheets(MSDS)or Safety Data Sheets(SDS). This particular application process indicates 2 hours after spraying has stopped and ventilation continued that re- occupancy can occur within the homes. The spray foam was done above the sheetrock in non inhabited attic spaces. BASF continues field monitoring testing as well as supports continued research being done by the American Chemistry Council/Center for the Polyurethane Industries of which we are an active member. Summary This information has been provided for use by our spray foam applicators and distributors use. It may also be used to inform end customers who have contracted to have spray foam produced by spray foam applicators to their buildings. It is offered in good faith and believed to present the risks and best industry practices to manage them. Since each field application is different the responsibility rests with spray foam applicators to assess the job risks and control them per the OSHA and others requirements. Technical Questions can be directed to BASF Technical Services 600-706-0712. ESR-2642581 Supplement I Most Widely Accepted and Trusted Page 6 of Conditioned Crawl Space Detail BASF Spray Foom application to the inside of a conditioned crawl space. .iPAY raW R TRIpbiµi 9IAla]t TgYI1 BM11FR 9PNG 91FATNa SU MT .1 Mleaa RO e Ale ft" ft"AOST I. BMNER MIRY YlfalRV RCat uc srRAY tool Raonro r RAe vMOA BMRR S/la)Aro s r sat RAsmm m rouroAna wAu oRAR K t w,u:v -d wm°Yb, .lw� z In wa�al�mm.ze FIGURE 1 Non-Conditioned Crawl Space Detail BASF Spray Foam opplied in a m —conditioned cowl space. _ ..1 real `Y� (- rm 1 7� j1jC -t1mQ `}(6'TEr{ A.stoa ' tea 11i� eww c r: ewer '.;' - - CEI U�V 0 C o02. ssr ear wW war era• h•M+N�9 nae est uMR WYw MyrY..�NjN i�rM wwwe� vlwr � fw �N i.�R YIYMF. FIGURE 2 ESR-2642 SSI Supplement I Most Widely Accepted and Trusted Page 7 of Finished Basement Detail BASF Spray Foam applied in the band/rim pial area and walls of a finished basement B/.Y SMAl low 41MCIX !tlYl Y91 BN9MW ASrw FaMal/1D]t i0.MAnW a4iMention e!¢W ssaw.as eam eaw o " off•, FIGURE J__., Cathedral Ceiling Detail A cathedral ceiling insulated with BASF Spray Foam. .YAnAIK RWnNE UXCFRLI.lYQ1i R.Olmi BAG"AV FOAM' MERYH SHAMS y£AnER RESIST.T Bessi CLA[OM Tssfe.BARRIER BABr SPRAT rays' •Is.- dri4n e. Ml.rmiW "IECC Iner s. and tlFat. u y-t.tl—1 w.YMI4.WaY Rampy ofth u.lauRwiwa. I .F N.INC action RYI.{ FIGURE4 ESR-2642 S&I Supplement Most Widely Accepted and Twsted Page 8 of 9 Unvented Attic Detail An unvented attic insulated with BASF Spray Foam TERMRL I CN BPARIER(AS REQUIRED aYc )- BW 6 -BW6 YfO.AM' 7 is Rfi0F 6XFATIING rsi ii ROOFING ONDERIAYNEM ROOF WVERINO SOFFlTBLOGBNG �` - - THEnWL egmeER VPPCItRETARDCRQFRSQMED1 IMSFSPMYM M' 1 )if E%IERIOR 6NERTWNO FXI MMWE RSWUER SIDING 'BASF Spay Foam un be uved aIo e,or In mnMnaWn MM abler Meulaaan mate4oe, ForopiMnum refulte,Me Mkkrefa eM1MI po EalamiR eY Ma n>ubtbn IeMYreIIMM Of Be anergy w8a,aMlp Ile dlmW zone CaeeO upon IRC Seton 808.4. "COMM ESR-2942 W soa nfonn n Panamint,IR albmalro w ripW mda reaulremanM. FIGURE 5 ESR-2662 S&I Supplement I Most Widely Accepted and Trusted Page 9of9 Exterior Wall Detail rtxg Interior Well Connection BASF Spray Foam' Thermal Barrler v j9� ;'Gypsum Well Board Exterior Sheathing E) °Insulation theiementssa ddeterminedclimate z n S• 8• IECC requirements and Glmete zona. FIGURE 6 Recessed Fixture Detail The use of a recessed light fixture in conjunction Mth BASF Spray Foam I I/ YNERK N%l ull a m deal nuCol M4 S y ra.W M eEEEH TNJOFS YPIWtWT. War SYKATL Mal ICCESYe own eY Y. Yu.eE a MATEe Sol`VMACE NIFe BY]' .Rv saRRWW WM CvwM eax ITS (YN1lY) RnEE4a tNMMG nxNRE AND HEAT lµTs FIGURE 7 OFFICE COPY Code Compliance Research Report CCRR-1063 Issue Date: 06-09-2016 Valued Quality. Delivered. Renewal Date: 01-01-2017 DIVISION: 07 00 00—THERMAL AND MOISTURE fof or in interior and exterior walls, floors, and PROTECTION Section: 07 2100—Thermal Insulation Use of the insulation in fire-resistance-rated REPORT HOLDER: construction is outside the scope of this report. Demilec USA Inc. 3315 E. Division Street Use of the insulation is limited to Type V construction Arlington,TX 76011 under the IBC. (817)640-4900 www.demilec.com 3.0 DESCRIPTION info@demilec.com 3.1 Materials: REPORT SUBJECT: SEALECTIONO 600 Spray-Applied Polyurethane 3.1.1 SEALECTION®500: SEALECTION®500 is a Foam Insulation two-component, open-cell, spray-applied foam plastic insulation. The insulation is produced in the 1.0 SCOPE OF EVALUATION field by combining an isocyanate (Component A) with a proprietary resin (Component B), resulting in This Research Report addresses compliance with the insulation with a nominal density of 0.5 pcf. Both following Codes: insulation components have a shelf life of one year 2015,2012 and 2009 international Building Code when stored in unopened containers at (IBC) temperatures between 50-F and 100°F before • 2015,2012 and 2009 International Residential installation. Codes(IRC) • 2015,2012 and 2009 International Energy 3.1.21ntumescent Coatings: Conservation Code®(1ECC) 3.1.2.1 Blazelci I134: BlazelokTM I134, SEALECTIONV 500 insulation has been evaluated for manufactured by TPR' Corporation, is a one- the following properties: component, water-based liquid coating with specific • Surface-buming characteristics gravity of 1.3. Blai IB4 is supplied in 5-gallon • Thermal resistance pails and/or 55-gallon drums and has a shelf Ilfe of • Physical properties one year when stored in factory-sealed containers at • Air Permeability temperatures between 45•F and 901F. • Alternatives to thermal barriers 3.1.2.2 Andek Firegard'"': Andek Firegard, • Alternatives to ignition barriers manufactured by Andek Corporation, is a one- See Table 1 for applicable Code sections related to component, water-based coating with specific gravity of 1.37. Andek Firegard is supplied in 5. these properties, gallon pails and has a shelf life of one year when NOTE: This report references 2015 Code sections with stored in factory-sealed containers at temperatures [2012 and 2009] Code sections shown in parenthesis between 45°F and 90•F. where they differ. 3.1.2.3 No-Burn® Plus XD: No-Bum® Plus XD, 2.0 USES manufactured by No-Burn, Inc., is a translucent aqueous liquid in 1- and 5-gallon pails and 55-gallon SEALECTIOND 500 insulation has been evaluated for drums. The coating has a shelf Ilfe of three years the properties noted in Section 1.0 and Table 1. The when stored in a factory-sealed container at insulation is a nonstructural thermal insulating material temperatures between 40°F and 900F. 1 130 Derry Court•York, PA 17406 www.intertek.comlbuildinal u¢n o nnnnm.0 ....ry pCM101 ® Code Compliance Research Report CCRR-1063 Page 2 of 7 3.1.2A BlazelokTM TBX: Blazelok- TBX, greater than 180°F. The foam plastic insulation manufactured by TPR2 Corporation, is a one- must not be used in electrical outlet or junction component, water-based liquid coating with specific boxes, or in contact with rain or water. The gravity of 1.3. BlazelokTM TBX is supplied in 5- insulation is not intended for installation to the gallon pails and/or 55-gallon drums and has a shelf exterior of below-grade walls or beneath slabs-on- life of one year when stored in factory-sealed grade. The substrate must be free of moisture, frost containers at temperatures between 45°F and 90°F. or ice, loose scales, rust, oil, and grease. The insulation must be protected from the weather during 3.1.2.5 DC315 Fireproof Paint: DC315, and after application, unless approved specifically by manufactured by International Fireproof Technology, Demilec USA, Inc. Inc., is a one-component, water-based, liquid coating with a specdic gravity of 1.3. DC 315 is The manufacturer's published installation supplied in 5-gallon pails and/or 55-gallon drums instructions must be available on the jobsfte at all and has a shelf life of one year when stored in times during installation. unopened factory-sealed containers between 50°F to 80"F. 4.2 Application: 3.2 Performance Characteristics: The insulation is spray-applied on the jobsite using spray equipment specified in Demilec USA, Inc. 3.2.1 Surface-burning Characteristics: When published installation instructions. SEALECTIONG tested in accordance with ASTM E84 at a maximum 500 can be installed in one pass (or lift). Where thickness of 4 inches, the insulation has a flame- multiple passes (or lifts) are required, the cure time spread index of 25 or less and a smoke- between passes is negligible. development index of 450 or less. SEALECTION® 500 can be installed at greater thicknesses as 4.3 Thermal Barrier: described in Sections 4.3 and 4.4.2 of this report. 4.3.1 Application with a Prescriptive Thermal 3.2.2 Air Permeability: The insulation, at a Barrier: The insulation must be separated from the minimum thickness of 3.5 inches, is considered air- interior of the building by an approved thermal impermeable insulation in accordance with 2015 IBC barrier of 1/2 inch thick gypsum wallboard or an Section 1203.3 [not applicable in the 2012 and 2009 equivalent 15-minute thermal barrier complying with IBC], or IRC Section R806.5 [2009— R806.41 based IBC Section 2603.4 or IRC Section R316.4, as on testing in accordance with ASTM E283 and applicable, except where installation is in an allic or ASTM E2178. crawl space as described in Section 4.4. When the insulation is separated from the interior living space 3.2.3 Thermal Resistance (R-value): The of the building with minimum 1/2 inch thick gypsum insulation has thermal resistance (R-value), at a board, the maximum thickness is not limited. Under mean temperature of 75"F, as shown in Table 2. the 2015 IRC, a thermal barrier of minimum 23/32 inch thick wood structural panel is also 4.0 INSTALLATION permitted and the thickness is not limited. 4.1 General: 4.3.2 Application without a Prescriptive Thermal Barrier. SEALECTIONO 500 may be installed The insulation must be installed in accordance with without the 15-minute thermal barrier prescribed in the manufacturer's published installation IBC Section 2603.4 and IRC Section R316.4, when instructions, the applicable Code, and this Research installed as described in this section. The insulation Report. The installation requirements in Sections may be spray-applied to the underside of roof 4.1 through 4.4 apply to all types of construction. sheathing or roof rafters, and/or vertical surfaces provided the assembly conforms to one of the The insulation must be stored at temperatures assemblies described in Table 3. between 50°F and 100°F and must not be used in areas that have a maximum service temperature ® 130 Derry Court-York, PA 17406 www.intertek.com/building/ smm,rzo nnuww.n immpCR-001 ® Code Compliance Research Report CCRR-1063 Page 3 of 7 The coatings identified in Table 3 must be applied f. Combustion air is provided in accordance with over all surfaces and in accordance with the coating International Mechanical Code® Section 701 manufacturer's installation instructions and this [Sections 701 and 703]. report. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and other substances In attics, the insulation may be sprey2pplied to the that could interfere with adhesion of the coating. underside of roof sheathing or roof rafters, and/or The coating is applied with low-pressure airless vertical surfaces, provided the assembly conforms to spray equipment. one of the assemblies described in Table 4. In crawl spaces, the insulation may be spray-applied to the 4.4 Attics and Crawl Spaces: underside of floors and/or vertical surfaces, provided the assembly conforms to one of the assemblies 4.4.1 Application with a Prescriptive Ignition described in Table 4. When an intumescent coating Barrier: Where SEALECTIONO 500 is installed is used, surfaces to be coated must be dry, clean, within attics or crawl spaces, and where entry is and free of dirt, loose debris, and any other made only for service of utilities, an ignition barrier substances that could interfere with adhesion of the must be installed in accordance with IBC Section coating. The intumescent coating must be applied 2603.4.1.6 or IRC Sections R316.5.3 and R316.5.4, to all surfaces in accordance with the respective as applicable. The ignition barrier must be coating manufacturer's installation instructions. The consistent with the requirements for the type of coating must be applied when ambient and construction required by the applicable Code, and substrate temperatures are above of 50°F unless must be installed in a manner so that the foam otherwise permitted by the intumescent coating plastic insulation is not exposed. The insulation, as manufacturers installation instructions. specified in this section, may be installed in unvented attics and unvented enclosed rafter When installed in accordance with this section, the assemblies in accordance with 2015 IBC Section insulation may be installed in unvented attics as 1203.3 or IRC Section R806.5[2009—R806.41. described in this section in accordance with 2015 IBC Section 1203.3 or IRC Section R806.5 [2009— 4.4.2.Application without a Prescriptive Ignition R806.4], when applied at a minimum thickness of Barrier: SEALECTIONO 500 insulation may be 3.5 inches. installed in attics and crawl spaces without the ignition barrier prescribed in IBC Section 2603.4.1.6, 4.4.2.1 Unvented Attics: Demilec USA, Inc. has and IRC Sections R316.5.3 and R316.5.4, as conducted end use configuration testing (per IBC described in Section 4.4.2.1, subject to the following Section 2603.9 [2603.10] and IRC Section R316.6) condi ions: and analysis to qualify the use of SEALECTIONO 500 insulation without a prescriptive ignition barrier a. Entry to the attic or crawlspace is only to service or intumescent coating in unvented attics conforming utilities and no storage is permitted. with 2015 IBC Section 1203.3 or IRC Section b. There are no interconnected attic or crawl space R806.5 [2009—R806.41. (Note that unvented attics areas. were not addressed in the 2012 and earlier versions c. Air in the attic is not circulated to other parts of of the IBC.) The testing and analysis is described in the building. Priest 8 Associates EEV 10362b, dated April 18, d. Attic ventilation is provided when required by IBC 2016. The conclusions of that evaluation (and Section 1203.2 or IRC Section R806.1, as associated Engineering Letters) are as follows: applicable, except when insulation is permitted in When SEALECTION® 500 is applied in unvented unvented attics in accordance with 2015 IBC aftics conforming to IBC Section 1203.3 or IRC Section 1203.3 [not applicable under the 2012 or Section R806.5[2009 — R806.4] the insulation may 2009 IBC], or IRC Section R806.5 [2009 — be applied to the underside of roof sheathing and/or R806.41. rafters, and to vertical surfaces to a minimum e. Under-floor (crawl space) ventilation is provided thickness of 3 inches. Maximum thickness on the in accordance with IBC Section 1203.5 [1203.3] underside of roof sheathing or on vertical wall or IRC Section R408.1,as applicable. surfaces is 13 inches. The insulation may be left exposed to the attic without a prescriptive ignition ® 130 Derry Court•York, PA 17406 www.intertek.com/buildinal 0 ¢wmnm ...nu......,mn.. visna i ® Code Compliance Research Report CCRR-1063 Page 4 of 7 barrier or an intumescent coating. The attic must provisions of Section 4.4.2.1 and Conditions a. have attic access complying with IRC Section R807, through c. and Condition f. of Section 4.4.2. A copy horizontally placed in the attic floor and opening of the Priest & Associates Engineering Evaluation outward toward the living space. For items (referenced in Sections 4.4.2.1 and 6.3) must be penetrating the roof deck or walls, such as skylight provided to the Code official upon request. wells or vents, the annular space must be covered with a minimum of 3 inches of SEALECTIONG 500 5.7.2 Signage shall be permanently affixed in the insulation. attic and shall be visible from all entry points into the attic. The sign shall state "Caution, this is an 6.0 CONDITIONS OF USE unvented attic by design. No modification may be made to this unvented condition. The attic shall not The SEALECTION® 500 spray-applied insulation be vented. Holes into the unvented attic shall be described in this Research Report complies with, or is immediately repaired and sealed. Penetrations of a suitable alternative to, what is specified in those the cefling or wall membrane between the unvented Codes listed in Section 1.0 of this report, subject to the attic and living space, other than the horizontal following conditions: access hatch, must be protected in an approved manner. This unvented attic shall not be used for 5.1 The installation must comply with this Research storage. See Intertek Code Compliance Research Report, the manufacturer's published installation Report CCRR-1063 on the Intertek website." instructions, and the applicable Code. In the event of a conflict between the manufacturers instructions 5.8 Use of the insulation in fire-resistance-rated and this report,this report govems. construction is outside the scope of this report. 5.2 The insulation must be separated from the 5.9 Use of the insulation in exterior walls of Type I, interior of the building by an approved 15-minute Il, III and IV construction under the IBC is outside thermal barrier, as described in Section 4.3, or by an the scope of this report. approved ignition barrier, as described in Section 4.4. 5.10 Use of the insulation in areas where the probability of termite infestation is "very heavy'must 5.3 The insulation thickness must not exceed that be in accordance with IBC Section 2603.8 [2012 - noted in Sections 3.1,4.3, and 4.4. 2603.9, 2009 - 2603.8] or IRC Section R318.4, as applicable. 5.4 The insulation must be protected from the weather during and after application as specified in 5.11 Jobsite certification and labeling of the the manufacturer's instructions. insulation must comply with IRC Section N1101.10 [2012- N1101.1, 2009-N1101.41 and ECC Section 5.5 A vapor barier must be installed when required C303.1 or R303.1 [2009—303.1],as applicable. by the applicable Code. 5.12 The insulation components are produced in 5.6 The insulation must be applied by contractors Arlington, Texas, under a quality control program approved by Demilec USA, Inc. with inspections by Intertek Testing Services NA, Inc. (AA-647). 5.7 When SEALECTIONO 500 insulation is installed under the conditions of Section 4.4.2 of this report, 6.0 SUPPORTING EVIDENCE the following conditions apply: 6.1 Reports of tests in accordance with ASTM C518, 5.7.1 Since the performance of SEALECTIONO ASTM E283, E2178, and ASTM E84. 500, when installed in unvented attics without a Code-prescribed ignition barrier or an intumescent 6.2 Data in accordance with the ICC-ES Acceptance coating, is based on fire performance of an unvented Criteria for Spray-applied Foam Plastic Insulation attic, the installation must be approved by the Code (AC377), dated June 2015. official. The installation must conform with the 130 Derry Court•York. PA 17406 w%vw.mtertek.com/buiIdinq1 mno ® Code Compliance Research Report CCRR-1063 Page 5 of 7 6.3 Priest 8 Associates Engineering Evaluation, 8.0 OTHER CODES Project 10362b,dated April 16, 2016. This section is not applicable. 6.4 Intertek Listing Report SEALECTION^ 500. 9.0 CODE COMPLIANCE RESEARCH REPORT USE 7.0 IDENTIFICATION 9.1 The approval of building products is the The A and B components of the insulation are responsibility of the Authority Having Jurisdiction. identified with the manufacturers name(Demilec USA, Inc.), address and telephone number, the product 9.2 Code Compliance Research Reports shall not trade name(SEALECTIONO 500), the product type(A be used in any manner that implies an endorsement or B component), the mixing instructions, the density, of the product, material or system by Intertek. the flame-spread and smoke-developed indices, the shelf life and date of manufacture, the Intertek Mark, 9.3 The current status of any Code Compliance and the Code Compliance Research Report number Research Report can be verified on the Intertek (CCRR-1063). website. This Code Compliance Research Report(`Report)is for the exclusive use of Interleks Client and es provided pursuant to the agreement belaeen Intertek and its Client.Intenek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any pant,other than to the Client in acwrdance with me agreement,for any loss,expense or damage occasioned by the use of this Report.Only the Client is authorized to permit copying or distdbulion of this Report and then only In its entirety,and the Client shall not use the Report in a misleading manner. Client further agrees and understands mat reliance upon the Report is limited to the representalias made therein. The Report is not an endorsement or recommendation for use of the subject and/or producl described herein. This Report is nor me Intertek Listing Report covemg the subject produrt and ulipzed for Intertek Certification and this Report tices not represent authoroallon for me use of any Intertek certification marks.My use of the Intertek name or one of its marks for the sale or advertisement of me tested material,product a service must that be approved in vsifing by Intertek. IL 130 Derry Court•York, PA 17406 www.Intertek.com/building/ wumrm .................... r•cnisr ® Code Compliance Research Report CCRR-1063 Page 6 of 7 TABLE 1 —PROPERTIES EVALUATED PROPERTY IBC SECTION' IRC SECTION' IECC SECTION' Physical properties Not required Not required Not required Surface-burning 2603.3 R316.3 Not applicable oharactedstics Thermal barrier/ignition 2603.4 R316.4 Not applicable barrier C303.1.1 N1101.10, C303A.4 Thermal resistance 1203.3[1301] N1102 R303.1.1 [N1101.12, N1101.1] R303.1.4 303.1.1 and 3.3.1.2 'Section numbers refer to the 2015 Codes with 2012 and 2009 Codes in parentheses,if different. TABLE 2—SEALECTION®500 THERMAL RESISTANCE(R-values)'-" THICKNESS(inches) R-VALUE('F.tt'.hBtu) 1 3.8 3.5 13 4 15 5 19 6 23 7 27 7.25 28 8 30 9 34 9.25 35 10 38 11 42 11.25 43 12 46 13 49 14 53 15 57 'R-values are calculated based on tested k-factors at multiple lhickrmes. 'R-values leen than 10 are omded to the nearest 11W;greater than 10 are murided to the nearest x ole number. To determine R-values for iNcknesses not Wad: betmmn 1 inch and 4 inch can be determined through linger interpolation or greater than 4 inures can be calculated based on R=3.81inch. ® A 130 Derry Court•York. PA 17406 w .intertek.com/building/ ....��..a n..... rsvmrm PCF-001 EmCode Compliance Research Report CCRR-1063 Page 7 of 7 TABLE 3—ASSEMBLIES WITHOUT A PRESCRIPTIVE THERMAL BARRIER Maximum Metal mum Fire Protective Coating Insulation Insulation lied to all Foam Surfaces Coating Thickness(In.) Thickness(In.) Minimum Thickness(mile) Minimum Method Vertical Surfaces Celling Surfaces Dryfilm I^ Wetflim twit) Application Rate Blazelok Tax 7.5 77.5 11 17 1.11 gall IDDft NFPA 286 DC315 ].5 11.5 12 18 1.12 gal 11 W fNFPA 286 For SI:1 inch=25.4 mm;1 mil=0.0254 mm; 1 gallon=3.38 L; 1 fit=0.93 m' TABLE 4—ASSEMBLIES WITHOUT A PRESCRIPTIVE IGNITION BARRER Maximum Mulmum Fire Protective Coating Insulation Insulation lied W all Foam surfaces costingThickness(I..) Thickness(in.) Minimum Thickness(mlls) Minimum Method Vertical Surfaces Calling BurfaCeB Dryfllm(dt) Wetfllm(wt) Application Rafe Blazelok IB4 9.25 11.25 5 9 0.57 gal/100 fl? Appendix X Andek Fuegard 9.5 11.25 10 20 1.00 ga/7001' Appendix X No-Bum Plus XD 9.5 11.25 6 10 0.6 gel/100 S Append,X OC315 7.25 11.25 3 4 1.12ga/100fl Appendix For 31:1 inch 25.4 mm; 1 mil=0.0254 mm; 1 gallon=3.38 L; 1IF=0.93 m2 ® 130 Derry Court•York. PA 17406 www.intertek.com/building/ OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Murray Residence revs Builder Name: Street: 1777 Maritime Oak Dr Permit Office: Duval City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner. Murray Jurisdiction: Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or eristing New(From Plans) 9. Wall Types(3676.0 sgfl0 Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Fxtedor R=19.0 3676.00 b.WA R= fl' 3. Number of units,If multiple family 1 c.N/A R= M 4. Number of Bedrooms 3 it.N/A R= M 5. Is this a worst case? No 10.Ceiling Types (2109.0 sgft.) Insulation Area a.Roof Deck(Unverded) R•24.0 2109.00 ft' 6. Conditioned floor area above grade(ft1 2848 b.N/A R= M Conditioned floor area belowgrade(flF) 0 c.NIA R= fl 11.Ducts R fl' 7. Wrt-Factor: egfl.) Description Area a.Sup:Attic,Attic, Ret:Attic.AH:Attic 8 284.6 a. U-Factor: DEI,U=0.33 357.00 fl' b.Sup: AMc,Rel:A1tic,AH:2nd Floor 8 150 SHGC: SHGC=0.20 b. U-Factor: Dbl.U=0.35 128.0 fl' 12.Cooling systems kBhilhr Efficiency SHGC: SHGC=0.19 a.Central Unit 36.0 SEERA4.00 b.Central Unit 18.0 SEER 14.00 c. U-Factor: DM,U=0.29 36.00 IF SHGC: SHGC=0.21 13.Heating systems kBtumr Efficiency d. U-Factor: other(see details) 24.00 fl' a.Electric Heal Pump 36.0 HSPF:8.20 SHGC: other(see details) b.Electric Heal Pump 18.0 HSPF:8.20 Area Weighted Average Overhang Depth: 3.814 ft. Area Weighted Average SHGC: 0.202 14.Hot water systems B. Floor Types (2846.0 sgftf Insulation Area a.Propane Tankless Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2109.00 IF Conservation features EF:0.980 b.Floor Over Other Space R=0.0 737.00 fl None c.N/A R= ft' 15.Credits CF,Patel Giass/FloorArea: 0.191 Total Proposed Modied Loads: 68.21 PASS Total Baseline Loads: 78.28 I hereby certify that the plans and specifications covered by Review of the plans andECHE sp4T this calculation are in compliance with the Florida Energy specifications covered by this �� e s FOS, Code. calculation indicates compliance y`4f , ' `- with the Florida Energy Code. d(Odd144h41r �4rOB W IilflLaeNa YC PREPARED BY: Mile Before censWction is completed e3 � DATE: R/92117 this building will be inspected for compliance with Section 553.908 I hereby certify that this h ikling,as designed, is in compliance Florida Statutes. •I,1, with the Florida Energy COD H'E'C4' OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: •/ '/� - Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402A.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 622/20178:02 PM EnergyGauget)USA-FlaRes2014 Section R405.4.1 Compliant Software Pagelof5 FORM R405-2014 PROJECT Title: Murry Resilience revs Bedrooms: 3 Address Type' Street Address Building Type'. User Conditioned Area: 2846 Lot# Owner: Murry Total Stories: 1 Block/SubDivision' #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1777 Maritime Oak Dr Permit Office: Duval Cross Ventilation: County: Dwal Jurisdiction: Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, M233 NevOErisarg: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Deity Temp V Design Location TMY Site Zone 97.5% 2.6% Winter Summer Degree Days Moisture Range FL,Jacksonville FL JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blocks 2109 21090 2 BlockP 737 W33 SPACES Number Name Area Volume Mohan Ocwpants Bedrooms InBI ID Finished Gaoled Heated 1 1st Floor 2109 21090 Yea 3 1 1 Yes Yes Yes 2 2nd Flan 737 6633 No 2 2 1 Yes Yea Yea FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Sleb.On.Gmde Edge Insuletio sal Floor 245 ft 0 21098' _ 0.3 0.3 0.4 2 Floor Over Other Space 2nd Floor 737 fl' 0 0.2 0.4 0.4 ROOF / Roof Gable Roof Solar SA Emitt Emitl Deck Pi1Ch V It Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 26378• 792T Medium 0.96 No 0.9 No 24 36.9 ATTIC V # Type VenOlation Vent Ratio(1 in) Area RBS IRCC 1 Ful attic Unvented 0 21098' N N 61222017 6:02 PM EnegyGauge®USA-FlaRes2014 Section R405.4.1 Compilers So1N+are Page 2 of 5 FORM R405-2014 CEILING ! Ceiling Type Space R-Value Ins Type Area Framing Frac Trues Type _ 1 Under Me(UrneMed) let Floor 0 &wm 1372 fl' 0.11 Wood 2 Under AtSc(Umented) 2nd Floor 0 Blinn 737ft 0.11 Wood WALLS AdjacentSVace Caviy Wqm HeIgM SheathAra, B't'ling Framing Solar Below 1 N Exterior Frame-Wood 1st Floor 19 42 10 420.0 ft' 0.23 0.75 0 2 N Exterior Frame-Wood 1st Floor 19 19 10 190.0 111 0.23 0.75 0 3 S Extenar Frame-Wood 1st Floor 19 27 4 10 273.3fl 0.23 0.75 0 -4 3 Exterior Frame-Wood tat Floor 19 33 8 10 336.7 ft' 0.23 0.75 0 -5 E Exterior Freme-Wood list Floor 19 50 5 10 504.2 M 0.23 0.75 0 -6 E Exterior Frame-Wood list Floor 19 11 4 10 113.3 ft 0.23 0.75 0 ] W Exterior Frame-Wood 1st Floor 19 50 5 10 504.2 IF 0.23 0.75 0 8 W Exterior Frame-Wood 1st Floor 19 11 4 10 113.3 ft' 0.23 0.75 0 9 N Exterior Frame-Wood 2nd Floor 19 18 8 9 168.0 a, 0.23 075 0 10 5 Extenor Frame-Wood 2W Floor 19 18 8 9 168.0 M 0.23 0.75 0 11 E E;,terior Frame-Woad 2nd Floor 19 49 2 9 442.5 ft' 0.23 0.75 0 12 W Dderior Frame-Wood 2nd Floor 19 49 2 9 442.5 ft' 0.23 0.75 0 DOORS ! Oft Door Type Space Storms U-Value Wglh Height Area Ft In Fl In 7 N Wood 1st Floor None .2 .1 .1 .1 ft' WINDOWS Orientation shown is the entered.Pro sed orientation. J wall Ovamang ♦ Oral ID Frame Panes NFRC U-Factor SHGC Area Depth Separaeon Int Shade Screening _ 1 N 1 Vinyl I-m-E Double Yea 0.33 0.2 72.01 1 It 2 in 2 ft 0 in None None _ 2 N 2 Vinyl Low-E Double Yea 0.33 0.2 36.0 ft' 8 It 0 I 2 ft 0 in None None _ 3 N 2 Vinyl Low-E Double Yes 0.33 0.2 16.0 ft' 8 ft 0 in 2 ft 0 in None Now _ 4 N 2 Vinyl I-m-E Double Yea 0.29 0.29 24.0 ft' 8 I 0 in 2 ft 0 in None Now _ 5 N 2 Vinyl LowE Double Yes 0.33 0.2 12.0 ft- 8 ft 0 in 2 ft 0 in None Now _ 6 S 3 Vicryl Low Double Yes 0.33 0.2 64.0 M 1 ft 2 in 2 ft 0 in None Now _ 7 S 3 Vinyl Low-E Double Yes 0.29 0.21 12.0 ft' I ft 2 in 2 it 0 in None None _ 8 S 4 Vinyl Low-E Double Yes 0.33 0.2 25.0 ft' 6 ft 8 in 2 ft 0 in None Now _ 9 S 4 Vicryl Low-E Double Yes 0.35 0.19 128.0 M 6 ft 8 in 2 ft 0 in None None _ 10 E 5 Vinyl LowE Double Yes 0.33 0.2 8.0 ft' 1ft2in 280 in None None _ 11 E 5 Vicryl -o Iz Double Yes 0.33 0.2 36.0 M 1 ft 2 in 2 It 0 in None Now _ 12 E 5 Vinyl Lo E Double Yes 0.33 0.2 24.0 f12 1 ft 2 In 2 It 0 in None Now _ 13 W 7 Vinyl I-m-E Double Yes 0.29 0.21 16.0 ft' 1 ft 2 In 2 It D in None None _ 14 W 7 Vicryl I-m-E Double Yes 0.33 0.2 8.0 ft' 7 ft 2 I 2 ft 0 in None None _ 15 N 9 Vicryl I-m-E Double Yes 0.33 0.2 30.0 M 7 8 2 In 2 It 0 in None None _ 16 S 10 VIMI Low-E Double Yes 0.33 0.2 30.0 ft' 7 R 2 in 2 It 0 I None None 17 E i f Vinyl L E Double Yes 0.29 0.21 8.0 ft' 1 It 2 in 2 ft 0 in Now None W212017 6:02 PM EnergyGauge®USA-FIaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 WINDOWS Orientation shown is the entered Proposed orientation. / Wall Overhang V # OM ID Frame Panes NFRC U-Fedor SHGC Area Depth Separation IM Shade Screening 18 W 12 Vinyl Low-E Doude Yes 0.33 n.2 (LOW 1 ft 2 in 2 ft 0 m None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000309 2310.3 126.83 238.52 2383 5 HEATING SYSTEM 8 System Type Subtype Efficiency Capacity Block Ducts _ 1 Electric Heat Pump Split HSPF:8.2 36 kBlulhr 1 sys#i 2 Electric Heat Pump Split HSPF:8.2 18 kBtWhr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Cap" Air Flow SHR Bkmk Ducts _ i Central Unit Split SEER: 14 W kBtwbr 1080 can 0]5 1 syaRi 2 Central Unit Split SEER:14 18 kBtWhr 540 can 0.75 2 sya12 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPM Conservation I Propane Tankless Exterior 0.98 1gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft DUCTS / —Supply— —Retum— Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cod _ 1 Attic 8 284.6 ft A18c 171.15 Default Leakage Attie (Default) (Defauft) 1 1 2 Attic 8 150 ft' Attic 145 ft' Default Leakage 2nd Floor (Default) (Default) 2 2 6I22I2017 6 02 PM EnergyGeuge®USA-FlaRes2014 Section R405.4.1 ComplieM Software Page 4 of 5 FORM R405-2014 TEMPERATURES ProgramableeOThertrumbiitt:Y Gelling Fens:ooling Jan `D( ID(77 II Sep Ir 17Oot DD' IDUI Jun De Veiaiab'if I ]Jan 1 J Feb �X]Mar g()Ap�Apr I I May ��Jun 1 Jul t ]A Aug �X7 Sap g()Octpp n'( N v [ J D o TMmroatel Sclretlule: HERS 2008 Reference Hours Shcecule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 7' 78 78 78 78 78 78 80 80 80 80 PM 80 80 7e 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 ]B 78 78 78 78 78 78 78 Heating(WD) AM fib 66 66 66 66 68 68 68 68 68 88 68 PM 68 68 68 68 68 68 fie 68 68 68 66 66 Heating(WEH) AM66 66 66 68 66 88 88 68 68 88 69 88 PM 68 88 fib 68 88 68 68 68 68 68 66 66 6I22W76.02 PM EnMigyGauge&USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5 of FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX` = 87 The lower the Energyloerformance Index,the more efficient the home. 1777 Maritime Oak Dr, 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 3676.00ft' b.WA R= If 3. Number of units,if multiple family 1 c.N/A R= R 4. Number of Bedrooms 3 d.WA R= ft 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Root Deck(Unvenled) R=24.0 2109.00 fl' 6. Conditioned floor area(ft') 2846 b.WA R- ft' 7. Wimims" Description Area c.WA R= R a. U-Factor ON,U=0.33 357.00 R 11.Duda R fl a.Sup:Attic,Ret:Attic,AH:Attic 8 284.6 SHGC: SHGC=0.20 b.Sup: Aftic,Ret:Attic,AH:2M Floor 8 150 b. U-Fador Dbl,U=0.35 128.00 ft SHGC: SHGC=0.19 12.Coding systems kBlWhr Effideiwy c. U-Factor ON,U=0.29 36.00 ft a.Central Unit 36.0 SEER:14.00 SHGC: SHGC-0.21 b.Central Unit 18.0 SEER 14.00 d. U-Factor: other(a"derails) 24.00 ft' 13.Heating systems kBlwhr Efficiency SHGC: other(see delalls) a.Electric Heat Pump 36.0 HSPF:8.20 Area Weighted Average Overhang Depth: 3.814 ft. b.Electric Heat Pump 18.0 HSPF:8.20 Area Weighted Average SHGC: 0.202 8. Floor Types Insulation Area 14.Hot water systems Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2109.00 R a.Propane EF:0.96 b.Floor Over Other Space R=0.0 737.00 fl' b. Conservation features c.NIA R= fl' None 15.Credils CF,Pstal certify that this home has complied with the Florida Energy Efficiency Code for Buildingt[S Construction through the above energy saving features which will be installed(or exceeded) yOyrt15 £e4T6G,a in this home before fi al inspection. Otherwise, a new EPL Display Card will be completed based on installed Co compliant features. Builder Signatu Date: 6. .�� ) Address of New Home: I M 1'ti!y_r1Pf <3Ay,`bV City/FL Zip:QMa/1Lti = COD WE'ce�y�o A%. 1L N aZ2 '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. 61222017 6:03 PM EnergyGauge®USA-FlsRes2014 -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: 1T 1]Maritlme Oak or Permit Number: Atlantic Beach.FL,32233 MANDATORY REQUIREMENTS see individual code sections for full details. O 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to he accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9095,Florida Statues]requires the EPL display card to be included as an addendum to each sales contract ler both presdd and nonpresuld residential buildings.The EPL display cad contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall vanity Nat the EPL display cad completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display cad can he found in Appendix C. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402A.1.1 Installation. The components Of the building thermal envelope as listed in Table R402.4.1.1 shall he installed in accordance with the manufacturers instructions and the ciders listed in Table 402.4.1.1.as applicable to the method of construction. Where required by the code official,an approved Had pat shall inspect all components and wady compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rale of not exceeding 5 air changes Per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches B.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A wrthen report of the results of the test shall be signed by the pat conducting IN lest and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove tloors shall he closed,but not sealed beyond the intended weatherstripping or other Infdlration control measures; 2.Dampers Including exhaust,intake,makeup air,backdraft and flue dampens shall be dosed but not sealed beyond intended infiltration control measures, 3.Interim tloors.If Installed at the time of the test,shall he open; 4.Exterior tloors for continuous venglatian systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,it installed at the time of the lest,shall be fumed off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. O 84024.2 Fireplaces.New wood-homing fireplaces shall have tight-fitting flue dampers and outdoor combustion alr. O R402.4.3 Fenestration air leakage.Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 din per square fool(1.5 Us1m2),and swinging doors no more than 0.5 cfm per square foot(2.6 LJs1m2),when tested according to NFRC 400 or AAMAMJDMAICSA 101 f.S.2JA440 by an accredited,Independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doom. O R40L4A Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rale not more than 2.0 ctm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall he sealed with a gasket or caulk between Me housing and the interior wall or ceiling covering. D R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate healing and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heal pumps having supplementary eleciric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. 13 R403.2.2 Sealing(Mandatory)AII duds,air handlers,and fitter boxes and building cavities that forth the primary air containment passageways for air distribution systems shall be considered duds and plenum chambers,shall be constructed and sealed in accordance with Section C403.27.2 of the Commercial Provisions of this code and shall be shown to meet dud tightness criteria by Post-construction or rough-In testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified In accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be"substadially leak free'by either of the following: 1. Post-construction test:Total leakage shall he less than or equal to 4 dm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 Inches w.g.(25 Pa)across the entire system,including the manufacturers air handier enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Roughin test:Total leakage shall be less than or equal to 4 chi(113 Umin)per 100 square feel(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shell he taped or otherwise sealed during the test.If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 din (85 Umin)per 100 square feet(9.29 m2)of condkioned floor area. Exceptions: 1. The total leakage lest is not required for ducts and air handlers located entirely within the building envelope. 2. Dud testing is not mandatory for buildings complying by Section R405 of Mile code. 6/22/2017 6:03 PM EnergyGauge9 USA-FlaRes2014 -Section R405.4.1 Co. Page 1 of 3 FORM 8405-2014 MANDATORY REQUIREMENTS - (Continued) ❑ R403.2.3 Building Cavities(Mandatory). Building naming cavities shall not be used as duds or plenums. ❑ R403.3 Mechanical system piping Insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105-F(41-C) or below 55°F(1 WC)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping Insulation. ❑ R403A.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ❑ R403.4.31heettreps(Mandstory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat baps installed on bath the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a dowraved!and upward bend of at least 3 h Inches(89 mm)in the hot water distribution line and cold water line located as dose as possible to the storage tank. ❑ R403.4.4 Water heater off iclencies, Mandatory). 0 R403A.4.1 Storage water heater temperature controls R403A.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from Me lowest to the highest acceptable temperature settings for Me intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). It"MA1.1.2 Shutdown. A separate switch or a clearly marked circuit breaker shall be provided to permit the pourer supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 0 R403.4A.2 Water heating equipment Water heating equipment installed in residential units shall meet the minimum efficiencies of Table 0404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as pad of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall mel the criteria Section R403.4.4.2.1. R403A4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual soler energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 98%,Test Methods for Solar Collectors, and SRCC Standard TMA,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water healing systems should meet the following diteria: 1. Be installed with a bit angle between 10 degrees and 40 degrees of Me horizontal;and 2. Be installed at an orientation whim 45 degrees of true south. ❑ R403.5 Mechanical ventilation(Mandatory). The buiding shall be provided with ventilation that meets Me requirements of the Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that dose when the ventilation system is not operating. ❑ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for coding and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manuel J or other approved heating and coding calculation methodologies, based on building loads for the directional orientation ofthe building.The manufacturer and model number of the oudoor ant Indoor units(if split system)shall be submitted along with Me sensible and total cooling capacities at the resign conditions described In Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R408.8.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than Me calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected!in Section 403.6,or the closest available size provided by the manufacturers product lines.The corresponding latent capacity of Me equipment shall not be less than the calculated latent load. 6122/20176:03 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 2 of FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-lesl value and shall not DQ used for equipment sizing.Manufacture s expanded performance data shall be used to select cooling-only equipment.This selection shah be used to acted cooling-only equipment.This selection shall be based on the oaldoar design tlry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower dm provided by the expanded performance data, the design value for entering wet bolo temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall W adjusted for return side gains if the return duct(s)is Installed In an unconditioned space. Exceptions: 1. Attached single-and mufti-family residential equipment sizing may be selected 80 that its cooling capacity is less than the calculated total sensible load bid not less than 60 percent of that load. 2. Ween signed and sealed by a Flonda-registered engineer,in attached single-and multi-family units,Me capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Meeting equipment capacity ' R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the tlesign cooling load. • 8403.6.1.2.2 Electric mitistanw furnaces. Electric resistance fumeces shell be sized wthin 4 kW of the design requirements calculated accading to the procedure selected in Section R403.6.1. • R403.6.1.2.3 Foist fuel heating equipment The capocky of fossil fuel healing equipment with natural draft atmospheric burners shall not be less Man the design load calculated in accordance with Section R403.6d. 0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heading equipment capacity on an intenniftent basis,such as anticipated additional loads mused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or mare of the following options: 1. A separate cooling or heating system is utilized to provide coaling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections 0403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ 8403.6 Snow melt system controls(Mandatory). Snow and ice-meMng systems,supplied through energy service to Me building,shall include automatic controls capable of shutting of the system when Me Pavement temperature is above 5YF,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. ❑ R403.9 Swimming pools,Inground spas and portable spec(Mandatory). The energy requirements for residential pools and ingrourd spas shall be as specified!in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall W in accordance with ANSI/APSP-14. 0 8403.9.1 Pool and spa heaters. AN pool heaters shall be equipped with a readily accessible on-off switch that is mounted ohdside the heater to allow shining of the healer WMod adjusting Me thermostat seting. R403.9.1.1 Gas and oil-fired pool and spa hatters. All gas-and oilfired 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 2 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verily procedure compliance.Geothermal swimming pool heal pumps are not required to meet mu Standard. 0 8403.9.2 Time switches. Time switches or other control method that can automatically tum of and on heaters and pumps according to a press[schedule shall be installed on all heaters and pumps.Healers,pumps and motors that have built in timers shall be deemed In compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery Pool healing systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanendy installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools darning over 70 percent of the energy for herming from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in Permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be requiretl to utilize high-efficacy lamps. 0 R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All duds not entirely inside the building thermal envelope shall be insulated to a minimum of R6. 0 R405.2.1 Performance ONLY. Ceilings shall have minimum Insulation of R-19.Where single assemby of Me exposed deck and beam type or concrete deck roofs do not have suMcent space,R-10 is allowed. 61=0176:03 PM EnergyGauge®USA-FlaRes2014 -Section R405.44 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Mumay Residence reel Builder Name: Street: 1777 Mat1lme Oak Dr Permit Office: Duval City,Stats,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Murray Jurisdiction: Design Location: FL,Jacksorwille COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attic speces shall be sealed. Comers 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 barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/dcarjambs and framing and skylights and framing shall be sealed. Rim 'oists Rim joists are insulated and include an air barrier. Floors (including above-garege Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crew[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 exterior or unconditioned space shall be sealed. Narrow cavities Batts 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 Wages. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light Postures installed in the building thermal envelope shall be airtight, IC rated,and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to 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. Electricallphone 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-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 8222017 6:03 PM EnergyGaugee USA-FIaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Murrey Residence revs Builder Name: Street: 1717 Maritime Oak Dr Permit Office: Duval City,Slate,Zip: Atlantic Beach,FL,32233 Permit Number. Design Location: FL,Jacksonville Jurisdiction: Cont.Floor Area:: 2846 sq.ft. Cond.Volume: 27723 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): Single or Multi Point Test Data --- HOUSE PRESSURE FLOW: ELA: 1 Pa cfm EgLA: 2 Pa cfm ACH: 3 Pa cfm ACH(50): 4 Pa cfm 5 Pa ofm SLA: 6 Pa cfm R402.4.1.2 Testing. The building or dwelling unit shall be rested and verified as having an air leakage rate of not exceeding 5 air changes Per hour in Climate Zones 1 ant 2,3 air changes per hour In Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Extedor windows and doors,fireplace and slow doom shall be closed,but not sealed beyond the intended weatherstripping or other infiltration control measures; 2.Dampen including exhaust,intake,makeup air,backdraft and flue dampers shall be dosed,but not sealed beyond intended infiltration control measures; 3.Interior doom,if installed at the time of the test,shall be open; 4.E tenor doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of Me test,shall be[unread oft;and 6.Supply and reNm registers,if installed at Me time of the lest,shall be fully open. hereby certify that the above envelope leakage Where required by the code official, fgNESTq performance results demonstrate compliance testing shall be conducted by an �yO, _ ; with Florida Energy Code requirements in approved third party.A written accordance with Section R402.4.1.2. report of the results of the test shall - „ be signed by the third party 2 conducting the test and provided to , SIGNATURE: the code official. PRINTED NAME: 0 WE'f�Jyt. DATE: BUILDING OFFICIAL: DATE: WV20176:03 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Pagel oft Building Input Summary Report PROJECT Title: Murry Residence rev l Bedrooms: 3 Morass Type'. Street Address Building Type: User Bathrooms: 0 Lot# Owner: Murry Condition!Area: 2846 sq.ft. BldpVSubDrvsion: #of Units: 1 Total Stories: 1 PlatBook'. Builder Name: Worst Case: No Street 1777 Madame Oak Or Permit Office: Dwal Relate Angle'. 0 County: Duval Jurisdiction: Cross Ventilation: City,State,Zip: Atlantic Beach, Family Type: Single-family Whole House Fare FL, 32233 NeWExistlrg: Neit(From Plans) Terrain: Suburban Year Construct: 2016 Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Deily Temp Location Tmy Site 97.6% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksomnlle FL JACKSONVILLE INTL ARPT 32 93 70 75 1281 49 Medum UTILITY RATES Fuel Ung JURY Name MontlAy Fixed Cost s1Unit Electricity kWh EnergyGauge Default 0 0.1188 Natural Gas Therm EnegyGauge Default 0 1.72 Fuel Oil Gallon EnegyGauge Default 0 1.1 Propane Gallon EnergyGauge Default 0 2.401 SURROUNDINGS Shade Trees Adjacent Buildings Oral Type Heigh Width Distance Exist Height Wallin Distance N None OB Oft Oft Oft Oft Oft NE None 0 f Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft BE None Oft Oft Oft Oft Oft Oft S None on Oft Oft Oft Oft Oft SW Name 0 I Oft Oft Oft Oft Oft W None OB Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft BLOCKS Number Name Area Volume 1 Raw 2109 21090 2 Block2 737 6633 SPACES Number Name Area Volume kitchen Occupants Bedrooms Finished Coded Heated 1 list Floor 2109 21080 Yes 3 1 Yea Yes Yes 2 2nd Floor 737 6&33 No 2 2 Yes Yes Yes 6/2212017 6:03 PM EnegyGaugeO I USRCZB v5.0 Page 1 of 6 Building Input Summary Report FLOORS (Total Exposed Area= 2109 sq.ft.) # Ft=Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wootl Carpel 1 Slab-On-Grade Edge Insulation 1st Floor 245 ft 0 2109 ft- _ 0.3 0.3 0.4 2 Floor Over Other Space 2M Floor 73711' 0 0.2 0.4 0.4 ROOF Roof Gable Roof Solar SA EmM Emift Deck Moth # Type Materials Area Area Got" Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 2637 ft' 792 rt' Metlium 0.96 No 0.9 No 24 36.9 ATTIC # Type Ventiladon Vent Ratio(1 in) Area RBS IRCC 1 Full aftic Unwonted 0 2109 ft' N N CEILING (Total Exposed Area 2109 sq.R) # Calling Type Space R-Value Ina.Type Area Framing Fraction Trus Type 1 Under AtOc0 lst Floor 0 Blown 1372#• 0.11 Wootl 2 Urxler Attic 2nd Floor 0 Blown 737 ft' 0.11 Wood WALLS (Total El;osed Area= 3676 sq.R) Wall orientation below Is as entered. Actual orientation is modified by rotate angle shown In*Project"section above. Atljacenl Space Cavity WiI dth HM Sheathing Framing Solar Below i Orel To Wall Type R-Value FI In Fl n Area R-Vabre Friction Abse. Grade% 1 N Exterior Frame-Wood tat Floor 19 42 10 420.0 ft' 0.23 0.75 0 2 N Exterior Frame-Wood tat Floor 19 19 10 190.0ft 023 0.75 0 3 S Exterior Frame-Wood 1st Floor 19 27 4 10 273.3ft 0.23 0.75 0 4 S Exterior Frame-Woad 1st Floor 19 33 8 10 336.7 ft' 0.23 0.75 0 5 E Exterior Frame-Wood 1st Floor 19 50 5 10 504.28 0.23 075 0 e E Exterior Frame-Wood tat Floor 19 11 4 10 113.3ft' 0.23 0.75 0 7 W Eztenor Frame-Wood tat Floor 19 50 5 10 504.2 ft' 0.23 0.75 0 8 W Exterior Frame-Wood tat Floor 19 11 4 10 113.3 ft' 0.23 0.75 0 9 N Exterior Frame-Wood 2nd Floor 19 18 8 9 168.0 ft' 0.23 0.75 0 10 S Exterior Frame-Wood 2nd Floor 19 18 8 9 168.0M 0.23 0.75 0 11 E Exterior Frame-Wood 2nd Floor 19 49 2 9 M2.5ft 0.23 0.75 0 12 W Exterior Frame-Wood 2nd Floor 19 49 2 9 M2.512 0.23 0.75 0 Total E1)osed Groan Wag Area: 3676 sq.R. Total Window Mea: 545 sq.ft. Total Door Area: 039.ft. Net Well Area: 3131 sq.ft. DOORS (Total Exposed Area= 0 sq.ft.) WIM Haight # Oml Atljacent to Door Type Space Storms, U-Value Fl In Ft In Area 1 N Exterior Wood tat Floor Now .2 .1 .1 .1 ft- 612212017 6:03 PM EnergyGauge@/USRCZB y5.0 Page 2 of 6 Building Input Summary Report WINDOWS (Total Exposed Area 545 sq.R) Well Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Storm Area Depth Separation lftmor Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.33 0.2 N 72.0 ft' 1 ft 2 in 2 ft 0 In Now Now 2 N 2 Vinyl Low-E Double Yes 0.33 0.2 N 36.0 ft 8 R 0 in 2 ft 0 in Now None 3 N 2 Vinyl Low-E Double Yes 0.33 0.2 N 16.0 f 8 ft 0 in 2 ft O in None None 4 N 2 Vinyl Low-E Double Yes 0.29 0.29 N 24.0 fti 8 ft 0 in 2 R 0 in None None 5 N 2 Vinyl Lo E Double Yes 0.33 0.2 N 12.0 ft8 ft 0 in 2 ft 0 in None None 6 S 3 VIry4 -o E Double Yes 0.33 0.2 N 54.0 flit It 2 in 2 ft 0 in None None 7 S 3 Vinyl L E Double Yee 0.29 0.21 N 12.0 tilt 1 It 2 in 2 ft 0 in None None 8 S 4 Virlyl Low-E Double Yee 0.33 0.2 N 25.0 ft' E ft B in 2 ft 0 n None None 9 S 4 Vinyl Low-E Double Yes 0.35 0.19 N 128.0 M 6 ft 8 in 2 I 0 in None None 10 E 5 Vinyl Low-E Double Yes 0.33 0.2 N 8.0 8' 1 ft 2 in 2 ft O In None None 11 E 5 m yl Low-E Double Yes 0.33 0.2 N 36.08 1 ft 2 in 2 8 0 in None None 12 E 5 Vinyl Low-E Double Yes 0.33 0.2 N 24.0 ft' 1 8 2 in 2 ft 0 in None None 13 W 7 Wyt Low-E Double Yes 0.29 0.21 N 16.0 M 1 ft 2 in 2 ft O in None None 14 W 7 Vinyl Low-E Double Yes 0.33 0.2 N 8.0 ft' 1 ft 2 in 2 ft 0 in None None 15 N 9 Vinryl Low-E Double Yes 0.33 0.2 N 30.0 ft' 1 ft 2 in 2 ft 0 in None None 16 S 10 Wry[ LowE Double Yea 0.33 0.2 N 30.0 ft' 1 ft 2 in 2 ft O in None None 17 E 11 Vinyl Low-E Double Yes 0.29 0.21 N SO ft' 1 It 2 in 2 ft 0 in None None 18 W 12 Vtrryl x.E Double Yes 0.33 0.2 N 6.0 ft' 1 ft 2 in 2 ft 0 In None None INFILTRATION # Scope Method SIA CFM 50 EIA EqU ACH ACH 50 Space(s) 1 Wholehouse ProACH 50 .000309 2310.3 126.83 238.52 .2383 5 All MASS Masa Type Area Thickness Furniture Fraction Spew NO Added Mass oft' OB 0.3 1st Floor NO Added Mass 0 Oft 0.3 2nd Floor HEATING SYSTEM # System Type Subtype Efficiency Capacityeothelmal HmtPump- Duds Block Entry Poser Volt. Curr 1 Electric Heat Pump Split HSPF:8.2 36 k hAx 0 0 0 sys#1 1 2 Electric Heat Pump S Ift HSPF:8.2 18 kBtuTr 0 0 0 sysilI2 2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Duct, Block 1 Central Unit Split SEER 14 36 kBN#a 1080 cfm 0.75 sys#1 1 2 Central Unit 5 lit SEER 14 18 kEtuft 540 cfm 0.75 a s#2 2 6122/20176:03 PM EnergyGauge®/USRC2B v5.0 Page 3 of Building Input Summary Report HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Plenum Flow Pipe Ina Pipe length 1 Propane, Tankless Exterior 0.96 1 net 50.1 120d Low •>R-3 220 Recirculation Recirc Control Loop Branch Pump DWHR Facilities Equal DMR Other Credits System Type length length power Connected Flow E5 No NA NA NA NA No NA NA NA None SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tib Azimuth Area Loss Cost. Prod. Cort. Volume U-Value Surf Area Exch ER Pumped Energy DUCTS DUCT —Supply _Return— Air CFM 25 CFM25 HVAC# # Location R-Value Area Location R-Value Area Leakage Type Hander TOT OUT ON RLF Heat Cool 1 Attica 8 284.68• Attic 8 171.158' Default Leakage Attic (Defaul0 (Default) 1 1 2 Attic 8 1508' Altic 8 145 fl' Default Leakage 2nd Floor DefaultDefault 2 2 TEMPERATURES ProgremabllDeD7Themostat:Y H Feb rD( Ceiling Fans:1DNCooling ( IIX7I lrX 77 Oct 'DD1 IDD1 Has Dw t 'Jan Feb (X�Mar Apr May, ` Jun [ ]Jul t Aug rj_Sep �(J O�q �(J Nov [ ,Dec Thermostat Schedule: HERS 2005 Reference Hours Schedule Type 1 2 3 4 6 6 7 8 9 10 11 12 Cooling(ND) AM 78 78 78 7878 78 78 78 80 80 80 80 PM 80 80 ]8 78 78 78 78 78 ]8 78 78 78 Cooling(WEH) AM 7878 78 78 78 ]8 78 78 78 78 78 78 PM 78 78 78 78 78 ]8 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 fib 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 86 66 66 66 68 68 68 fib 65 68 58 PM 68 68 68 68 68 68 68 6B 68 68 M 66 82212017 6:03 PM EnergyGauge01 USRCZS v .0 Page 4 of 6 Building Input Summary Report APPLIANCES & LIGHTING Appliance Schedule: HERS 2008 Reference Hours Schedule Type 1 2 3 4 5 s 7 6 9 10 11 12 Ceiling Fans(Summer) AM 0.65 0.65 0.65 0.65 0.65 0.85 0.65 0.33 0.33 0.33 0.33 0.33 %Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0kWhlYr Peak Value: 0Watts Clothes Washer AM 0.105 0.081 0.046 0.046 0.081 0.128 0.258 0.57 0.849 1 0.977 0.872 %Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0kWNYr Peak Value: OWafts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 %Released 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0kWh1Yr Peak Value: 0Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 %Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWhlyr Peak Value: D Wafts Lighting AM 0.16 0.15 0.18 0.18 0.23 0.45 OA 0.28 0.19 0.18 0.12 0.11 %Released 90 PM 0.16 0.17 0.25 0.27 11.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 2732 kWWr Peak Value: 892 Watts Miscellaneous AM 0.48 0.47 0A7 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 %Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 0kWIWr Peak Value: OWafts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 %Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWWYr Peak Value: O Wafts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 %Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 0 kWIVYr Peak Value: 0 Wafts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 %Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 775 kWWr Peak Value: 140 Wafts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 %Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWIVYr Peak Value: 0 Wafts HARD WIRED LIGHTING ID Type Screen Location Tolakt Duality# Comp FI All Other FL brEulbtype Schedule Watts per bulb 1 Hard-Wir Default Exterior 20 2 0 2 Incandes HERS201 60 2 Hard_Wr Default Garage 20 2 0 2 Incandes HERS201 60 MISC ELECTRICAL LOADS ID Type Screen Item Quantity Category Operating Location Schedule Off Standby, 1 Misc Elec Simple Default 1 1 Main HERS2011 1 6/22120176:03 PM EnergyGauge®/USRCZS Y5.0 Page 5 of 6 Building Input Summary Report APPLIANCES& LIGHTING SCHEDULES Appliance Schedule: HERS2011 Hours Schedule Ty, 1 2 3 4 5 6 7 8 9 10 11 12 Occupanq peak: 400 SW AM 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.98 0.46 0.27 0.27 0.27 %Released: 100% PM 0.27 0.27 0.27 0.27 0.33 0.81 1 1 0.93 0.93 0.93 0.93 reMg Peak: 0 W AM 0.824 0.804 0.784 0.764 0.744 0.734 0.744 0.754 0.764 0.794 0.814 0.854 %Rekasetl: 100% PM 0.854 0.864 0.884 0.904 0.925 0.945 0.925 0.915 0.904 0.894 0.874 0.854 cWash Peak: 0 W AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 %Rekasetl: 30% PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.825 0.7 0.65 0.375 E-cDry peak: 0 W AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 %Released: 15% PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Mash peak: 0 W AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 %Released: 60% PM 0.376 0.396 0.334 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 E-r ven Peak: 0 W AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.2813 0.343 0.343 0.343 0.4 %Released: 80% PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Ns peak: 226 W AM 0.1 0.05 0.05 0.05 0.1 0.2 0.4 0.45 0.4 0.2 0.1 0.1 %Rekasetl: 100% PM 0.05 0.05 0.15 0.45 0.85 1 0.95 0.8 0.5 0.25 0.15 0.1 cFan Peak: 0 W AM 0.6 0.6 0.6 0.6 0.6 0.6 0.8 0.25 0.25 0.25 0.25 0.25 %Released: 100% PM 0.25 0.25 0.25 0.25 0.25 0.25 0.55 0.6 0.6 0.6 0.6 0.6 IgN-in peak: 0 W AM 0.16 0.15 0.16 0.18 0.23 0.45 0.42 0.28 0.19 0.16 0.12 0.11 %Released: 100% PM 0.16 0.17 0.25 0.27 0.34 0.55 0.6 0.88 1 0.88 0.51 0.28 Igts-out peak: 65 W AM 1 1 1 1 1 0.75 0.75 0 0 0 0 0 %Rekasetl: 0% PM 0 0 0 0 0 0 0 0.5 0.75 0.75 0.75 1 Igts-gar Peak: 0 07 AM 0 0 0 0 0 0.5 0.75 1 0.75 0.5 0 0 %Released: 0% PM 0 0 0.5 0.5 0.75 1 0.75 0.5 0 0 0 0 MEL peak: 0 W AM 0.5 0.5 0.5 0.75 0.75 0.85 1 1 1 1 0.9 0.9 %Released: 90% PM 0.9 0.9 1 1 1 1 1 1 1 0.85 0.75 0.75 6/22/20176:03 PM EnergyOaugeOI USRCZB v5.0 Page 6 of 6 Residential System Sizing Calculation Summary Murray Project Title: 1777 Maritime Oak Or Murray Residence rev1 Atlantic Beach, FL 32233 6/22/2017 Location for weather data: Jacksonville, FL -DefauRs: Latitude(30.5) Altitude(30 ft.) Temp Range(M) Humid data: Interior RH 50% Outdoor wet bulb lurnmertern Humidi difference4 r. Winter design temperature(TMY3 99%) 29 F ummer design temperature(TMY3 99%) 95 F Winter setpoint 70 F ummer setpoint 75 F Wintertem eraturedifference 41 F amture difference 20 F Total heatin load calculation 43765 Btuh Total coolingload calculation 49808 Btuh Submitted heating capacity %of calc Btuh Submitted cooling capacity %of call Ell Total(Electric Heat Pump) 123.4 54000 Sensible(SHR=0.75) 103.0 40500 Heat Pump+Auxiliary(O.OkW) 123.4 54000 Latent 128.8 13500 Total Electric Heat Pum 108.4 54000 Winter HeatingWINTER CALCULATIONS Load (or 2846 s R Load component Load Window total 545 sqft 7380 Btuh Le°" raq Wall total 3131 sqft 9919 Btuh wwrin rW Door total 0 sqft 1 Stun w.°°ows fasal Ceiling total 2109 sqft 3473 BWh Floor total See detail report 11853 Btuh Infiltration 176 cfm 7938 Btuh Duct loss 3201 Btuh Subtotal 43765 Btuh axl Ventilation 0 cfm 0Btuh n°°rspnx) TOTAL HEAT LOSS 43766 Btuh MI(1r.rY SUMMER CALCULATIONS Summer Coolin Load for 2846 s ft Load component Load Window total 545 sqft 7558 BWh Wall total 3131 sqft 5419 Btuh vyensltD.4%j Door total 0 still 1 Btuh Ceilingsl4a,6) Ceiling total 2109 sgft 2202 BWh Doofsl0.0%j Floor total 0 Btuh bMl. 14.1%) Infiltration 132 cfm 2904 Btuh wineows(152%) Internal gain 18650 Btuh Duct gain 2177 Btuh Ux4(s.6%) Sens.Ventilation 0 cfm 0 Btuh Blower Load 400 Btuh 6oweg0.a%) Total sensible gain 39311 Btuh Leteminl(7.0%) Latent gain(ducts) 2599 Btuh Latent gain(infiltration) 4398 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemalloocupants/other) 3500 BWh Total latent gain 10497 Btuh IrtGain(37.4% TOTAL HEAT GAIN 49808 Btuh EnergyGauge®System Sizing 8th Edition PREPARED BY: DATE: 6/22/17 EnergyGil/USRCZB v5.0 System Sizing Calculations - Winter Residential Load - Whole House Component Details Murray Project Title: 1777 Maritime Oak Or Murray Residence revl Atlantic Beach, FL 32233 Building Type: User 6/22/2017 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference:41.0 F(TMY3 99%) Component Loads for Whole House Window vanewiype Frame U Orientation Areas X HTM= Load 1 2, NFRC 0.20 Vinyl 0.33 N 72.0 13.5 974 Btuh 2 2, NFRC 0.20 Vinyl 0.33 N 36.0 13.5 487 Stuh 3 2, NFRC 0.20 Vinyl 0.33 N 16.0 13.5 216 Btuh 4 2, NFRC 0.29 Vinyl 0.29 N 24.0 11.9 285 Btuh 5 2, NFRC 0.20 Vinyl 0.33 N 12.0 13.5 162 Btuh 6 2, NFRC 0.20 Vinyl 0.33 S 54.0 13.5 731 Btuh 7 2, NFRC 0.21 Vinyl 0.29 S 12.0 11.9 143 Btuh 8 2, NFRC 0.20 Vinyl 0.33 S 25.0 13.5 338 Btuh 9 2, NFRC 0.19 Vinyl 0.35 S 128.0 14.3 1837 Btuh 10 2, NFRC 0.20 Vinyl 0.33 E 8.0 13.5 108 Btuh 11 2, NFRC 0.20 Vinyl 0.33 E 36.0 13.5 487 Btuh 12 2, NFRC 0.20 Vinyl 0.33 E 24.0 13.5 325 Btuh 13 2, NFRC 0.21 Vinyl 0.29 W 16.0 11.9 190 Btuh 14 2, NFRC 0.20 Vinyl 0.33 W 8.0 13.5 108 Btuh 15 2, NFRC 0.20 Vinyl 0.33 N 30.0 13.5 406 Btuh 16 2, NFRC 0.20 Vinyl 0.33 S 30.0 13.5 406 Btuh 17 2, NFRC 0.21 Vinyl 0.29 E 8.0 11.9 95 Btuh 18 2, NFRC 0.20 Vinyl 0.33 W 6.0 13.5 81 Btuh Window Total 545.0 ft 7380 Btuh Walls Type Ornt. Leff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame-Wood -EM (0.077) 19.0/0.0 348 3.17 1102 Btuh 2 Frame-Wood -Ext (0.077) 19.0/0.0 102 3.17 323 Btuh 3 Frame-Wood -Ext (0.077) 19.0/0.0 207 3.17 657 Btuh 4 Frame-Wood -Ext (0.077) 19.0/0.0 184 3.17 582 Btuh 5 Frame-Wood -Ext (0.077) 19.0/0.0 436 3.17 1382 Btuh 6 Frame-Wood -Ext (0.077) 19.0/0.0 113 3.17 359 Btuh 7 Frame-Wood -Ext (0.077) 19.0/0.0 480 3.17 1521 Bluth 8 Frame-Wood -Ext (0.077) 19.0/0.0 113 3.17 359 Btuh 9 Frame-Wood -Ext (0.077) 19.0/0.0 138 3.17 437 Btuh 10 Frame-Wood -Ext (0.077) 19.0/0.0 138 3.17 437 Btuh 11 Frame-Wood -Ext (0.077) 19.0/0.0 435 3.17 1377 Btuh 12 Frame-Wood -Ext (0.077) 19.0/0.0 437 3.17 1383 Btuh Wall Total 3131 ft 9919 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Wood-Exterior, n (0.200) 0 8.2 1 Btuh Door Total 0 s 1 Btuh Callings Type/Color/Surface Leff. R-Value Area X HTM= Load 1 Unvent AtticIL/Shing (0.040) 0.024.0 1372 1.6 2259 Btuh 2 Unvent Attic/L/Shing (0.040) 0.024.0 737 1.6 1214 Btuh Ceiling Total 2109 s ft 34738tuh EnergyGaugeV/USRCZB v5.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Murray Project Title: 1777 Maritime Oak Or Murray Residence revs Atlantic Beach, FL 32233 Building Type: User 6/22/2017 Floors Type Lett. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 245.0 ft(perim.) 48.4 11853 Btuh 2 Interior (1.180) 0.0 737.0 sqft 0.0 0 Blum Floor Total 2846 soft 11853 Btuh Envelope Subtotal: 32626 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.38 27723 1.00 176.2 7938 Brun Duct load (DLM of Mixed ducts) 3201 Btuh All Zones Sensible Subtotal All Zones 43765 Btuh HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 4376oBtuh Totals for Heating Ventilation Sensible Heat Loss Total Heat Loss 4376 EQUIPMENT 1. Electric Heat Pump Goodman#GSZ14036 36000 Bum 2. Electric Heat Pump Goodman#GSZ14018 18000 Btuh Key:W Mowrypor-NFRC(Requires rU-Factor and(Uses U-FaShading and S GC deGC)of glass as numerical values) or-Glass as'CkaY or Tint'(Uses U-Factor and SHGC tlerauXs) U- -(Man U-FHeat HTM-(ManuaU Heat Transfer Multiplier) Version 8 EnergyGauge®/USRCZB v o Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details Murry Project Title: 1777 Maritime Oak Dr Murray Residence revl Atlantic Beach, FL 32233 6/22/2017 Reference City: Jacksonville, FL Temperature Difference: 20.OF(TMY3 99%) Humidity difference:49gr. Component Loads for Whole H Type' r8.7ft2.Oft rhang Whom Arsa(sgft) HTM Load Window Panes SHGC U InSh IS OrmH 1 Gross Shaded Urlahe Shaded Unshaded 1 2 NFRC 0.20,0.33 No No N 2.011 72.0 0.0 72.0 11 11 776 Btuh 2 2NFRC 0.20,0.33 Na No N 2.011 36.0 0.0 38.0 11 11 388 Btuh 3 2 NFRC 020,0.33 No No N2.011 16.0 0.0 16.0 11 11 172 SWh 4 2 NFRC 0.29,0.29 No No N2.Oft 24.0 0.0 24.0 12 12 285 BWh 5 2 NFRC 0.20,0.33 No No N2.08 12.0 0.0 12.0 11 11 129 Sam 6 2 NFRC 0.20,0.33 No No S2.0@ 54.0 36.8 17.2 11 13 812 Btuh 7 2NFRC 0.21,0.29 No No S 2.011 12.0 12.0 0.0 10 12 122 BWh 8 2 NFRC 0.20,0.33 No No S 2.Oft 25.0 25.0 0.0 11 13 270 BWh 9 2NFRC 0.19,0.35 No No S2.08 128.0 126.0 0.0 11 13 1404 Brun 10 2NFRC 0.20,0.33 No No E2.011 8.0 0.0 8.0 11 26 207 Brun H 2 NFRC 0.20,0.33 No No E 1.04 2.011 36.0 0.0 36.0 11 26 930 Brun 12 2 NFRC 0.20,0.33 No No E 1211 2.Oft 24.0 0.0 24.0 11 26 620 Bluh 13 2 NFRC 0.21,0.29 No No W 1.211 2.Oft 16.0 0.0 16.0 10 26 416 Blum 14 2 NFRC 0.20,0.33 No No W 1.2ft 2.Oft 8.0 0.0 8.0 11 26 207 Btuh 15 2NFRC 0.20.0.33 No No N 1.211 2.0ft 30.0 0.0 30.0 11 11 323 Slush 16 2NFRC 0.20,0.33 No No S 1.211 2.011 30.0 24.5 5.5 11 13 333 BM 17 2 NFRC 0.21,0.29 No No E 1.2ft 2.Oft 8.0 0.0 8.0 10 26 208 BWh 18 2NFRC 0.20,0.33 No No W 1.2ft 2.Oft 6.0 0.0 6.0 11 26 155 Btuh Window Total 1 1 545 s ft 7558 Btuh Walls Type U-Value R-Value Area(sgft) HTM two CaWShealh 1 Frame-Wood-Ext 0.08 19.0/0.0 347.9 1.7 602 Brun 2 Frame-Wood-Ext 0.08 19.40.0 102.0 1.7 1n Bluh 3 Frame-Wood-Ext 0.06 19.010.0 207.3 1.7 359 Btuh 4 Frame-Wood-Ext 0.08 19.0/0.0 1837 1.7 318 BWh 5 Frame-Wood-Ext 0.08 19.0/0.0 436.2 1.7 755 Stun e Frame-Wood-Ext 0.08 19.010.0 113.3 1.7 196 Btuh 7 Frame-Wood-Ext 0.08 19.0/0.0 480.2 1.7 831 Stun 8 Frame-Wood-Ext 0.08 19.010.0 113.3 1.7 196 BWh 9 Frame-Wood-Ext 0.08 19.0/0.0 138.0 1.7 239 Brun 10 Frame-Wood-Ext 0.08 19.0/0.0 138.0 1.7 239 Brun 11 Frame-Wood-Ed 0.08 19.010.0 434.5 1.7 752 Brun 12 Frame-Wood-Ext 0.08 19.0/0.0 436.5 1.7 756 Brum Wall Total 3131 s 5419 Btuh Doors Type Area(sqft) HTM Load 1 Wood-Exledor 0.1 6.2 1 Btuh Door Total 0(sgft) 1 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sgft) HTM Load 1 Unvenled AftIOUght/Shingle 0.040 0.0/24.0 1372.0 1.04 1433 BWh 2 Unvenled AOiULight/Shirgle 0.040 0.0/24.0 737.0 1.04 770 Btuh Ceiling Total 2109 ft 2202 Btuh Floors Type R-Value Sae HTM Load 1 Slab On Grade 0.0 2109(R-pedmete0 0.0 0 Brun 2 Interior 0.0 737(sgft) 0.0 0 Btuh Floor Total 2846.0 sgft) 0 Bluth Envelope Subtotal: 15180 Bluth EnergyGauge®/USRCZB v5.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Murray Project Title: Climate:FL_JACKSONVILLE INTL ARPT 1777 Maritime Oak Or Murray Residence revl _ Atlantic Beach, FL 32233 6/12/2017 In6hration Type Average ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.29 27723 1 132.1 29134 Btuh Internal Occupants Btuh/occupant Appliance Load gain 5 X 230 + 17500 16650 Btuh Sensible Envelope Load: 36734 Btuh Duct load (DGMs vary for Mixed ducts) 2177 Btuh Sensible Load All Zones 38911 Btuh EnergyGauge®/USRCZB v5.0 Page 2 OFFICECOPY ALL EMEWGR WALLS HELD BACK 112'FDF I1� F-14T GEN T12 T12 T12 T12 T12 TV T12 _ T13 T14 T14 T15 m T15 15 T15 T15 T15 T15 T15 T12 n T12 T12 T12 hi T12 T12 GEM r-1<] APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE C L . =0=218 FE"' 1� Setting Trusses Restrolnt& gracing for 3.2 and 1.2 Parallel Chord Trusses ■�� /IIdS d! In instaiacmn d!b8 Touss 5 Restricsibn y Ariical Para hoses de Coerdas ParaleM.3x1 y Oxl 10 19 m)or d g na nmc _ R p m goml Lncing 1)I tall unO fi2tln E Setfirst truss alM atlacll secure! EE 151n _ 8 ¢ 1 Y 9 9-Jl Bal r9a14 �Reler to rv15 ssWces lO' t IM1 an =1 So' lateral mst2 nt(aero Eel 4)I tII by 11 Neagonal Balm 'br more 1fj )E gI,-lel }SII kll E Ee pl a gp rpe rgt t EI' M fi tfi t formal(bee Eeb ) nl til Nal p rylte 1 I bag IE g( dl I T)Repent M.. P q p of I t 11 IIa 1. Ve el resumen BOBt B>^'1)InsMebaav I eelie P/I f kNp 1 y f apeannesnformacanbs In d rBeeKKpnl 1lampa2l Ee E Ro( Oa /k Lml pAlcpap's/' Ik blagVnI � 4plvom bplam9 tlB bHmma/o9 Weo pa fabifiab pnmems - INssaz(res e0aryf Sl lnskle vshand hoot wnAnd awattle M(Mo'(ver,abori )l Repee Arlie IIlia.bs busses asMnirufekemEaanng Malrvls. Roleno eesl.er^for more Inmrmate, lap.MkanAre Wun. Is.elrB9uman eesLaz••paa mag mmnwclon. 'Tap chord temp5rzry lakral resPaml span ng snau be lo'R m o.c.mar.air Mil more, and 15is 6 m)5.o for Irl moms. RestralntBrxing for All Planes of Trusses Oerap-Plan° R.Stlk66NArliD Para Tod.Planar de busses Installing — instalaCidn gay„„„ Mex.g.. Tm..upon �'. Minimum lumber used for kk2l restart and magoal facingls2xd strescg ned lumber ch Z TolerancesOU ler nceplare, "1 125 o each trues wild 0least 2.10a(0.12EPTL -12tl(11280,12 )or 2-16d(0.131 An')nails TOMaMba para Foppm�Pbrm. der pUp, (1,or SSm Ln mal hd doihxaa Par B91,Asb mal minima poleddle pat me0kcNn kkdly ammsbamznb at, Lmpn+ Mol a- lob 1 O.Jm 22Irr mm 15m agonal AlerksacaeaMryuem mm NmlMme2tlavm fee he 1]G(0.11Ba9Y5]o1W(0131X!5'), (pp7~ mar ',yorta inl end L2dng well for all trusses except 3x2 and 4112 Pamllel chord trusee9 D rm—L.ry�yp 1T 2 1' len PCT5). Ed. by of men "ran for tempormy morminl and Ealing of PCTs. - 13mm eSm .mm S.tm Erle meloeo de resMml6n yamaehe eepM lWofNedB3 Bx[epi01N99B9 as WBreNp9rKke p / tt� p o C19Sol MIT] 3' 19am hir IS.r (PCTs)3x2 y02 Yba lapa'b eupeew'eekmlumne pvd le reslmxJM ymnodbe bmpvN pre Pcla y�— 6p 181. B1 28 mom a 1 TOP CMORB PLANE SUPERIOR u U a /%nem K'mm I1. 32 mm 53m TMaSIMrI!r ON4proweaPPIurIA.ppreek, • ` 321/mm• LSm 35mm ]rm re L Op TBbremAee pare OI50 mu I Jg1mm I B m 331mm 18 m B.1m 10'(3.).c. mm FueraECPkmetle. 2 194' P 181a 292' 30'-41 a4mm zoo a. Taaid l m-1v m1 8(24 mlpk Cwstrrctlm Load! hill zn.n 1x sl mm 1olm (137.-8 3.) B'(1Badd o.c.max. ��OM'"----"- DO NOT pweed In wnstmdicn wail all paper mslrand GY-SP' 4'(12 m)Ok,mae. and bracing is asamid,and appear In p NO NO ader COn b conafrvttier bar.alis.Tae easeid- H.Vd aR�T¢per"ca "preaiorel a rrvmec trap.In.sV 119.3 m1 rnm I..Ms y be amosfrea ealbn ca ..an bmra 3'13osmml ansuae a 11"...."prmMr mpan.1 parks M6dpex. apmpiadaysepua. ppyepe00. 1Y(4:—k �^ see BCS19Y^par TCTLR aplbn. � DO NOT as..maximum slaA middle in peals at inght 1pfiallaMybv U or SLSI�B2^'pveka Bpvax ee"II � Refer b BtBlb4"'par nlweirpormadmin NO exretle lBa eM1urea m8xvnaa eB monlbn.1pe el reaumM s?Rus mml Y"22311 Roper dELSFB3'^ sso yp. BC54Bd'"pre rrda iMOMecNn. o 11 Gaal End F t "1Aacirgr q e ! t /nmll '4E a Pon.." cda heckN TLRR sper .1 Irpl I pare Am4zaM9 - .. 9Des Per v I ormNresevO I k IrBBumen mdrd BT^ N Ground Parkin I rra NEVER 91atl1 nlpporm wok at mitl-p ll r m Parking aM1own for par t ' T'as atl.MrwM —I. prose be rlbleaKk9wvde rm p'ca aanho ee la Naz,en Repan Ads AM....d lOr HCM1 60 4 rds,cMmeses, rcVu red el supg.nd e) DO NOT demand Repib be ameolne alnponales pan caeagrvpo ee 4led aae,. SecfionA# nn:e�e55rPa�s� DO NOT rverlwd Small groups m ampletru Kaes. 1"gi I LATERAL RESTRAINT& DIAGONAL BRACING ARE NOeoMwryeBpeyuarlw gmpwon�pses ineivlduara.. ERY IMPORTANT 0 platy loads over as manyo-uasea as pssldle. A RESTRICC16N LATERAL Y EL ARRIOSTRE DIAGONAL SON Copmer las cargos soba onma INsa,s comp s,epoa.. gUY/MPORTANTEs! 0 PosToo loads over toad Eemog.au. NES MEMBER PLRNE— f Gagrnal ceMmws Urea aoln. C.M.las karges or ke pewees aoppbnlBe. ANOOELOSNIENSROS - Pracng 'CLD mks rankrteneld AltoratloRa—Alforacblrea CVNDARIOS NxmmM 1. c1AReal b BCS ... _ Wen...dh Vee el—a—SCs/65 per ••• Tor Wgmrwm•r..av DO HOT cul ar or doll amy atructual memM ber a mom uni- 9pecmwny parmmed by IP,Ir 1, prov ina. A NO co Ne arcereo pmprom dropper mkmbm BafNGerand no bags., .,am m,rms Ino-,A or"nomenle paraxi man al retired,M dI chorda Mmhlmmz2L..- eallNss. Ards Diagonal band.wal c..."....1ssN �Tmsws Nal basemen orempaaed,wing promswCkn or alkne wluout lie Trup"hal IS bU..ewe.zr• ex Slam .)ochre,.Prior approval may render Me landed Manreeaoren limike wanamy oral and rod Tal ml max. waHwor.mmSH cycle �Nsus Inn smren I3 mnbls N.r ml m.x. XmmSECTO yore roe yeerauremelamdincr iano,A,Arcon ardes,W Marriott auror- .arpacingBeOdomCM1ord Xab:Smmmwd and web mem[en gELTN3XgA kudnpeas eel Faerv[anIB eB TryyeBs,puKbn M1ewrnub y&'n B/eclr bgaranNa Hmihda da m rerarlm not shown rot wady .remrN9xa. OTTOM CHORD PLANE— emrprosPicesse a—mrrgrmenmenmmm--.a.q.omawynnwlm.maw®Item. 'DERUA INFERIOR Two _ mal ReddriMs-Wang or cr„la• MnmM hint ex.r s.ow,°prnr me in Ila. Ie.�mars Peaw.Ier...roe Porki k wk.a.w m..e.a.Y a.,.rook, oped cverlwo pn9we �pnre Wutlr �en ovryM e�m.Ume oxm.m CLR apllfe reinfucenpnl ^p :Somm mod T1dhad"on.k..e�ph Nlrsu ms , chap mmnWa. [s.e.Ytllff b�isa ss..yymm,, re to gleWm Betlwn nm shown br M1 M.RwmemmXa ..m l...o-e m. i..or.•mm...emw.mlm.w.mnnm® dlartl tlanlY a lords .rmm kr�iermem �e .I.�amal9M1wreie elueumn lwmn�sednieu.�mla� npvu..dl ircrosnw.I�w mw eeullyrad m _ m roars nummmme•ewmmmavuw ane atiomm.ua mmnmaml mnwmlmy s�mwma+ympan Dlegon I Oncn rams l0 �� / In .....nalP(5.1 mImA. TRUSS PLATE INSTITUTE d'(3 m1-15'(03 ml max. 6300EMrypx Lare .., .,,a 98N v3u BUILDER: SUBDIVISION: Atlantic Beach Country Club LOT NUMBER: OF_ATIING 105 MODEL: j MurrayResidence —s•� DESIGNEDICHECKED: EAC (T TrueHouse GE0 APEX This drawing is not sufficient alone for installation. Additional instructions accompanying this drawing, including BCSI-137,should be used in conjunction with the architectural and structural plans during installation. If BCSI-B7 has not been shipped to the site with the components shown on this page, please contact Apex cE Technology for a free copy. Permanent bracing for the building, including bracing to resist wind, seismic,or other lateral forces,and permanent bracing for all structural elements•i he responsibility of the gine f Record for the s cture or building IL desi er,per ANS PI1- 200 Chapter 2 .� MUR ��p N8F•. ��. 0 57 W 105.�<Qp�gpp\ 10. 75474745 SUTTON PARK COURT,STE.402 JACKSONVILLE, FL,32224-904.821.5200 ,��3 rQ rUf}`Z�0`17 f f t "oss"'si General Notes Notes Generales Hoisting and Placement of Truss Bundles TNeserare opt morose toady war wiaernny the ms wsea no esM mwradw de pin - Reeomendacfolms Para Levantar Pageetes de busses frequent IooegOn Ol temporary restrain reentries Pun mob plre frequency i' v Ia Rers 1 olNlraaoiMae sMcdtln DON'T OverlOsa the mane. 8naakgonal braGrg.FollowTo apars,mmenaetbna lahwl y erripslre Eragwlel Iw dpors Use les so b/M1analin oftrupfmg a nakmpOrery reelmining mere himps as meooftr .a foeion, reoorr o? NEVER use quare PN e. ane brmirg artiness.pBlpbBLGI-Guinn to yanioshe lempwal Je ba Wsses.for el ktlelp AC$I � NEVERuse nanaingbllpebunab. GOMPe refor Hanan ooeatre ri -Ga arae noo Mea Paid q ' NYNOA user, ala0ay s.far hanb/un paguele. TMeefi"'br more aeGiea inMmeion ^a gp'Polraratlw bn Pla-a=ata MarM'^pare inlwnuctin Q gainpe lfl in,may ba urea for bunaea of Trade Deapn D2Mnps may specay,steel of mae M(a4aH top Mae peen Wai up b05(13]m)and pMn"hand lateral moral0r einforwnm efop Lw Jidipa Ee 6,ww do bs losses puMen amoulrar perelkl"hoed lruease a,the 30'(81 m). Trial Was members.RBbr b Ne aCsufal 1N KKa(us'ir'Iss 0e heyea nl..pBrmanenka UeB al kart tun on oiMe forbndess of on br mare inbmletin. No M olhe permanent breis, nNarzo sn les rn md—irp .an ilei less. Ye a ON Indo Intel re to aV(18 a m)antl Wras -ylppNl NG To net..it suppornlg oa510^b the respoosibllily,of Ne Wilairy,ae&gn.I he bee asuman dol.^pan has ler.do,In El Ig dyne truaaea up an 45'(13 7 m).Use n beat mG0 ab b4 ds.oe arnpstres Permansnlea am 2 one lot palma for bundles W top NON piIM alrutfure wile lobe buMle. a baa nelbisMadd tlelearficp. .—a post(1.3m)BM sell Mad Wsaee IAOVERTENLIII No pedestal by .a(13T m). eslrr/clu2 e(eyNe aM Nppueb an ® MNOER The wnaequenms of imphater busses. handling,wWing�in¢fallilq,reg inlrg P4ArB oea/un edp lugw de kvanb/p/e and bro assn...It In a aolleper M the pryreae Ue lNsaesW H cue/W suµn'm ba4K Q Place truss bundka In 9WblB poei4on. Amann losses de cveNHs wrods.Ce Jo'p 9Wdun,orwarse,sen us�monel Injury PueBPaguafes as fmssesen orb oraeaN, UeB 1O to menos one Wnlos de..a., a parso sued.. IPELIGRO1 EI neullado any un annual IBVanR g de"..cb cuwd.spponer r .. lent,iMlelapers.restrlcnida y a//i.mxnecio hint 6'p'I Wssas de peades panbHs hasfa P+ede es/N he do k eshusW/B o 15'.' port mwws da pro".de bvanb/— orupu an mal aft mre/da supenw read is A eun pop,M1eridos o muerNs. ma¢ae 6Py Wsses are national formal mss de 45'. n,;v a Ereraeewre when remov- I hanical Hoisting Recommendations for Sin le busses g proem,BM oneding Wades to.—,d 9 aamegirg vweea am prevem inurvwear R•eomendaciones Para Levantar bosses lndimdeales panonalpNlees aMulpmentfor theeyes, feel,thena6 and head vTen workiy per �U.NP a single plckyoinl el lM1e peek hrn damage the truss. r nBB El use de un sob lugaren elpcn pm Mother `SiAc"TJ1$rEJp Uliliw eu....ak/IB4afaduras haeraeMHllrues alw(gaeios aemelel ae su1818/pMa evibr an orbs aaToa be frvases yMevenir d horde pe/sprou • pave Bl—htorNleamropenored.corsica. Mea mariner raoe:a aaanap Weaia eon ACsaaJmyubl e w t IrassBa. n —' µpedal unln bded TNna brei wind' yweamer or ceai.l da Handling — Manel a..,ppaa"es ales a..inadeq .aae.aax.a..aa.res �gvoia lmBnl aawoDueacs� hishe is m» aAL4W tOp�l E.thandfin Spreatler bar ap i!! " pa e Evils lB Mxlbn HRal IprINSa\' Tera � se. '�' The wnlmalor ` Ifs.a newnslbkb/ Nay eayr Wra in LRw artivNl° -- prct:erlyresivmg, WeltbnwMNe law., uuu MW ' bypurpo aM porion Nuiglis un theIW MON leItt...Veprel TapYna w'puml Ne Waaa el , U D rotational is ingblleaand the buae blBelene0 an o Ilbaita.Unit tNswa Ia lM bee fing poin6. �TaussrSxYta vaoan[wnaa —re smooth a...to anal damage. USB proper do- WBeq=..rp cppM El cpnfansre liam la reaPonsediXtlaaaere[iblr ging antl orders =,ner are ISous eanse.raaalruss or eon spin-,¢gide M1aab p,ae reshkaiM bla'alMryq/N cb Oeswga/yelmacenaraaeauNamenb los WlllDuset yrpmylsec da suptrmrss fB lnslalado yel(vss esti aspgureoo en las soPorlea Oponesen e,pope.Drsnew los Woes en IB Installation Of Single Trusses by Hand rmevoparapnvrnirNaaub. Recommendaccianes de LevantamientO de busses ludivideales Por La Mano * 0 True..20 r aoless ' ®.,: (e.1 mu (IT 1 lbody, a pod 7`7 supportat }}� •`•� eark q M,to .g 3 lineae Seasonal t V ¢ k 19Iru9sy Ial, FT ....apt 3c' -� �e Br bs FTNesea amto]o amenp� XftI ) aft (R1 ) 0 ; yEe detl ty magma^aN �0O NOT store NO a/meap're T M1asta lc pas Piesomanps. iNsses na.b 3c pea henmeolaelrveryoratwpl tempomnlyi proar braced punka vmbrabnenle bs wM IM Bound afla do-,ltlrussesmr'.. upright (rusees suelms. .tinea fammama.b.weetl.plane headed of 'temporary Restraint Bracing suRmaenr Inn aerial If.sed d tNaen al e' (2e ri(g ml ormo ner m r) Restriction y Arriostre Temporal ...on"netlhetla �rmcrh, -- t2'^ n-homkrmallon. Isuelo en apuN moment cbenlleaa *1'T=R"' at rtmpps Tempa&menleen mnMyo sn el U4B&nsumen Bc5he3" m3a m/o/mauaReslralntPa/B Lrcate ground namatlireN nnewNt all rows3lµveaof by adore Rmpara Ideral mothern11dha—are TO alaablop..In.," fr.cl the nen womanlrva (see table.he mr to uld.toormdnman''- Crbquabserripebesaopsys . 2'o.c.rye4roer 6undkebpmlea M1cm plmBrbe arrvl[anrpenC - - OONOT store on NO almamnaon aero mps Txedamrod",.lines don cadee1.MN¢ Par8lnrssrs a'aados Pormasdauneamane an ground. aeprili odpoya TonlesafteDen Hfael pmµval Cele NNeNnN first dnbapp4p5{Iamproregedw aN ampeek. eupen-T sBNfabkenleethaparentspoper af. pp (D DO NOT welF on unhrBWtl Weser. nary :RNID 8851"'femora tlelaib]inlonnArc per- [Nae ;�aininglo handling+^dlooslle abnge ollYaeBe. NO Cemire en rra4Ye suettoa. �.erxllmM 60 al } oldie Lppery .L In OO NOT arena on toss overhangs until IW 4A Nl�oMbslNves �p strrearral sheathl/g no.been applied to � ,nobody 1M Was antl oveTeno, Rern4pnlpnealrWunl paXapeN akamreawa y ,.Mrya. OFFICE COPY G - GP9LE RAGE iI iW T01 GEM TOS i05 105 ./ 5• g o g � i05 's.gg ros 4SA �k CEPY GPBLE RntE M1" � t' GEOD 4, qo ,o �6'1'—I�ISII' APEX TECHNOLOGY 13 A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE C I 3 5 rj rJBk10 TM19S8S Restraint & Bracing for 3X3 and 6X3 Parallel Chord T m"s = Bi�B�i�B =9 i1 IIstialwMar the 10a 7k K ResMttibn y Arrioste,Para i mes de Cuerdas Pamleias 3x3 y it IB']color 6•Ns'r Lamip B p sures^amraabe rJ✓ 1)tsalau ground bred^g.2)Set finttmes sap atbaM1 s.wreymg me gJ)sel nand �Rerelm 1rfa6 m' , ficaraland lv in- III=-B bM mem mrkmporary kteral rest2m(seebel )d)I tllmp UON tl'agonal SCSI Bt"'tor Yive _ le'1 ) Trac ng lass belpw),5)Inel211 wabrredddr piano peat peaduche faces PI lob%nkliN�ttmlvk6nnm lamlprae'lvleWmspaeraalcnweaah/ogsl mpaea� I'NaeI"(cepbaragadicnoammlbe'a5s1mw¢stasbsetsze(vPd�ae a)fimthattiFlaaefil)PgveaOk 21Wti1msskaMM 'pnmeon (eracks)6)inner bottom crops abad ngm, (see dmmnueul trussesere t VM 0l mum s BCsd.pv aRyTrely' 1I Ikbaam I operalan m1a Nmbution ,,he ro4m. krelryadl rT76d lae]MmMel aderNrelemwveennd®MI Ti psln. ryp _,.a pa1 obepapbra ,Vcba usi0. lep Gasibiduul NI&e91Mnn 4poss . lMObm%9. IFITUMI Raferm 1ic51X1•_on more normal Top chard name,aural natriat spacing Mall he IT 13 in)Ad.con MAt Oi Ua at--an XC5131"'para m6s rn/om .Ii add 15(16 ml c.for byroads Restrain racing for All Plaaas of Trusses Installing — Inslalaeion Rest kli6NArriosfzv Para Tbdos Planes de Trusses 9 w..Bow beneficial 1Z Minimum lum�r used for landrol rmlrelm and diagonal roman s,,Rxd xfir,raded combs.Nhch Q Tolamnws for ouloWlane JK 126' 4x1 brass-In 9 Man 2-10d h)128c3'),2.12 (o.12fil26'I m 1led U 1 J1xa 6")me.. TeNvnoar pv2 FwmOaPkn^. O� BBL) temm Jam tamM 2,4NsfivaaWrxM w,4maMa mmvm wNzapa pat msmmkn lewNrarrual/adMnls N. 1M• r 1. 14B agonal Aladasauda Ma 4con e�Xrrvn=cm"l0.f16xJ')f3tl(o 118x315'Jof�(o.IJ1xJ5•) f(f�r'-L'�^�I `/am() emm ]m 11 mm arm 0 IDkr ,nl and bracing methods far alpmsses exmpt 3x2 aid dx2 parele chord busses uMuT 1R S 1' 117' (PCTs).Sea lcpol rest column mrtemPorery Morgan and bnanal PGB 13 Men Oam G5 mm 61m theEsk m&odam reslnCCiM yNnwba 99pMa�o huues andi Wsses pe morass parakAs O 1-1/a' 1a.9' (PLTs)JYl y4x21ba le paresupakr des aaumrm pen a re&Mi0.sy amwbe kRreaN pe FCTe. ff l le mm Item Bemm 2.p .... ._.___ B U `a"B'" �Il g Fluoro zslmm Izm >z1/con fi3m "CHORD IE-CUERDABUPERIOF a^aOWWPl sfor 1tld' 6' 13T ]2mONWPlumbbe- 12m My grom Is..-TdB2Mivaparke aA max ? 35P 10(3 m)B e.mu. Fumade�%wnatkse de 18m ]e mm i.6m 1-Id. ] 1 AS. as Ja-as' 6.1x4 m)o.n.max. hat"i x1m as mm (vm-1JT ml GPMruaMen� sl mm I'zait 61 mm loin 41 do 9•ILfimlB.a.m.x. �� 11a7. flml x.amrnmex xaNM DO NOTg6 sparwlM cnd pructlo pllellesal restraint yXwNiwTnwaa 6P-6P' 4'(13 m)o.c rax, eM bracing kaecurely end properly In plats. (188 m-244m" NO poapa con k conslrucrMi have Sue IMax lad realrk me Mpn Proldwonai Aruuaee ian�•I��1�]mf cbrres kfereksybs euroslres ealdn NSCBWe Bn/dila GrymmmBxN 13'pBe mmt 'c�naw.a�,°Ivwaaa�o rsW,,raeampraanapaal ... wa. . epropeee raagrre. 1elammml r �nv See BC31-B2^'mrTCTL0.options. � DO NOT.ceed maximum crack fievi In rade 6t stilt gastal SlddBw ✓ea&6C516z"cora les Bpadusm'CRR Reform SCSI Bul It more seldru4ker NO AkAdm 6s antras N.sue mo^kn.LBe erealrmm tl°^oan 6'IIDJ der, EWI Sake WSCS 1 S3 sSw No ad.. Gx ducIsd for Gable End ground tW 01 q ronforchnnertedurronationprod an 411 1 m h 6M TCTLfl I m pu A - 2 Nai den r I fl 5 6J paings,_ Note:G d bracing not h par carry 1Edso NEVER stuck maleral peak,or marker oncOWsmor rharga. Tom Mscfmnt NYNCAapile ms mak les de unpra emnbo sue 4luz en vJ diagonalRepeed sloreem set of aufaN. mpersdesupW ) Nocbras los . Replla ems^rne eiagonaleapm dada pwpa ee4fm[aetl00 a. SelangA � 00 MOT OT heoverload smell8mups or 9n01e tma5m. w— LATERAL RESTRAINT& OIACONAL BRACING ARE No hrorerargm peq=-1MIrumao11.1=rerweuem. NEV IMPORTANT 0 Place loads over as many trusses as appel LA RESTRICadEr LATERAL V EL ARRIOSTRE DIAGONAL SON eomere pas mrgaa sone moms arses mm^aee parable. MYV IMPOBTANTESa 0 Pmblon loam over load bear=..... 1W EB MEMBER PLANE Ge aral M CNryrelesuryas MMalas lE1R)Mlunl^lnemmt ANOOE'notalMBROS T B AltarHlons—ANpfKIOIIK -LUNOARIO$ Xnbx 3r0.P Rider m Bfil5^ Weil ma be .� lkeelreaumBr BO5nfer- RMNnmbaM'. ds• BONOT ciders ddull ys1rel ammheM 1 nleara spec OTcut,^nnedbytM elaraxitg. _ \ A NMOcoh aM1 opar/o '9 iamhmw Ida Bw B^tlomdue ealE eapec/fl kpNmifim an lNhujo C&plraM m^Ma anwnzasmlm eernraa. OnOB^Bl Drape mry OCIAIA ant MImm�a1�M Trusses arra have myhardMdedues M w^a0utlp^limed sarmMONNeTimes nd void - tB duY rpWVa 2B' (01Yv].6)reX ufacmrer's peorepprovel may render me Trues ManNaGurafe Gmlkp wamanry null and sold. e� Y(3(J m)-ran(d.e m)mu. (6'I a)at as tu6rea]�N �s�rame xga:spM Matti dna weB mem[ers SECTIONA-A laaoron pttvis del FaGrlmMeW Tmases,pueMen nader orb r stn del N samosa lrmPNe dal al consort nNMownmraanry repurchase da Trueaea. BOTTOM CHORD PLANE- mwv wapaparreass maroona"a wfief, wiawsmea. CUERDA INFERIOR irva LateralRmtrelntas alv<v12'a9reakram swans.ntia-m•u �rwmwapmMmsemmmYadm wr^Xnia m nwlan lapsed ,at tua Wasea Xob:Soma MOM aysima�Maw mmanamanmmununPu pmeicrave shate ma�mao-innumir.=v Mnnnarra�m vs. has ^r CLR spllcerelnbrcement and wail memmn ^s 6r m^ mm roamvemwn vMnNM raax.sk as sepa wwmw win wPIKIiEv Bml^m 4a not shown her uepaw Mat mw mmgmw.no m.�nunwvelw ace eumn M1^rm No she- swpnwryAmm�uiretM.avdre.meaninanedeanam•uv++e n e®n mi pronsx is, nracc-sq em mi wasub daits wed.moms Man,cep am au�ro iws-not - mwmae w¢�aw�udw w ivnnaad Xawunchar n ram mmimennm•mn,al-b-iiI b•ycpw Os Bnps sysry 16 m SBCA ar ni.m wsgao.peus zB•16.I ml max. TRU66 PLATE INSTITUTE 1a'(Jan)-15'ld.6an)man I BJoo 11111nb-i nromznn wi 53nB x18 N.'-a' hat 111-us—overs vnn]u 6peSq-aMBaMndueirymm �B]89]-1g1o'minMom I 1 I I I I I BUILDER SUBDIVISION: Atlantic Beach Country Club LOT NUMBER: 105 MODEL: tltt' MurrayResidence DESIGNEDICHECKED. EAC u m� TH ZrueHouse NIB J0 FOJ Mfi JN ro /� Nlfi JOt FOJ Mfi � NJfi zs APEX rorze HHus,e NIB e4 HUS,B Fa JOJ H.U. Fa Jm t, This drawing isnot sufficient HHus.e m R alone for installation. Fw Hwrs.e g Additional instructions Fa J41 accompanying this drawing, FOS .pJ including BCSI-Bt,should be o r used in conjunction with the Fos " architectural and structural plans during installation. If Fos m BCSI-Bi has not been shipped to the site with the :s components shown on this 8 m, � page, please contact Apex Fma Technology for a free copy. c JP Pennanen(bracing for the c building, including bracing to Fm resist wind,seismic,or other f07 r lateral forces,and permanent bracing for all structural ur elements, is the responsibility Fw m� of the eer of Record for rcra� th truclure the building d igner, perA Sl1TPI1- o $ $ $ w 2 2 Chapter 2 Ni HxJSHiaH.1.HFloeux 1? S.F. �� CEN$• •. •' N 714 Or ST OROD D. 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 ••••bilrYrV�� 1� 1 • 1 1 General Notes Notes Generales Holsting and Placement of Truss Bundles Trusses are not marked in any way to icomip me os hawaa no can mamaaw be negon m,e,ase RBCO daeioems Para Les aMr Paquetes de firmness I .....a,yougard.a temryare sheal...at I0ee Nor H ."a— o mobvirkn ee rasn;Wen 0oOx'T ovenoaa ma clone and apparel bracing Follow me—.—neetbns lateral y mowlre drateeal lemperes, Usa pas NO sobre.,.la gNa. he candling.inslaMg and wherery restromang remmanJeciwas ea mane.. r......n m.-,n and"a.., of tmaaae.beferto BLS-Gutlab yamvs(re kmpo2l by lw misses. Ina el Folks,ii NEVER use banking b lMabunale. Gaotl Practi®for Hand'no vRrs -Gula b✓Buena RBCM1Ia oared Maneonslgym B9ratlnvWMeUI PIaN Lnn ftaslma0n ,tabors ee Ms Tlussea an Males NVMOI Ment may used far bun uepaauele. JpOy Design moreaatailsa inspection Coneaaeve avn Pkrse pre Me al•^pat lnbmrasvon Q beeishopbpoi uneven up My(137in) n TN88 Design Drsnrpa may.peaty locations of m45 tlaaW0a. tcp cnoN alts WaaeS up to 05'(13Tm)ene Pormamnt lalaral realralnt o manlorcemenl lar lay worker he aras M w'el 1.lrvsmepuedo,rade MmllW chard tmsam up to M(9.1 my ...ie ua truss memLry allow up In.aLara3"' hs Abomination;&rmbvaen laR2l peroral 1.a Use al lanai MV IM anima la success of by he mpe'rnblme(mM1 All Mom lermanant aradng Issuers,m bs mkmaw inoral.1.,a Idea Rryc prim share up to 50(183 m)and poral- -WARNING Do not ovaeoae supper 0avign is she meambiliryofroe bugging designer. Fera%a roper B054B]•^pink miss inkrmacron El IN tllpa t.Hr.a up to 45 113 i m).Use al with structures wilMruas hurtle. re ro by em aMeos as smashes nnnanen(es inn h Ih.IIII am.br Wnaes of top s prom pitch IesansxalfiOab Celelse/rMwael Mlfiw. 4 sws.fb mild.)a no paaekJ.nom trusses L OVER.c.!Noeabecergrle he M5'(13,7 ind sNHae OM Npryuen ee ® MNOER The gamesomeness of improper Plle]e—un was luppoes bvenMpma handling,era g,Inscullrge reebaining ptces-ere masses be la-1 supalim lrab 0 Pa. a,Wnda'm good.paitbn and slang Egn recall lrr a cal less of the ed up llusmH or cmeNas a.a.an]o'o Waurea ona rota,Serious successfully prom members be brews em unit re deals Use Pormmenas dospua.as Audi and daemon alike. IIELIORm Elre.'n de urs a3Mp,kwon a.,0e in/sses an crane.specomemalna0e m.4nm,MelabCUn, apparel y meals imm�asm Mala EO'Ymisses ae ulaN.sWr.bHs canis Orme arse glee me". as heW,."as comonmseabvanlan mnprupss be bussesee crrema supsrloly liwfa as peen,Mww o maeriw. may da sp'r naaa.s er aameas cerelaas rows seas. A rb^nrwa.F......an remw. Mechanical Roisting Recommendations for Single Truszes ice Mneinp and M,enrgtmeasroaaia ❑ Recomendxfones Para Lesantar Tosses lndiwduales aamaemp wews "prepa<eminit war pamnN pmindlve eaurpmemfa lee ryes, Using amain pick point at me peak par,damage me irons feet Mnes and Mae when tering wM run es Eluwtle un8om lagaren elplw pare lavamalprleY <. apperaLG Ue—.,emN N.,aga be alMurea Instrumentation.. a'vbv elos U ad, 0a metalere wfbacalksolids .naalwnuypponew renis Hneee.pmwneL thimeI'aa1 wwwpmrec-n'.oralpe-h oiey.m noarwba:a cu.neo l26ryamn Asveral amen days ase y uyaaae apa,faµare m mar taws, T•ylme ,Tile pi Sl~ wiaay Icer or sceeiaren nauaaaa xeaTa r r pare rlino mks—.eag Handling — Mani al'reabgoea. wise ae trebled ;aa0os" t@h. I®. Spr.ur ,Pel MAveld atm. .[an Mmeina. 5 reader bar rrsw mren+gm Erre h fexron meant lo!(R195 Grew encOra.hire �,bw tube ti 1am.adesrar baa sumpores skier - Spua.reram —s parpsdy moebm8. Hard each Wso In posNon uYP hoe eredbn y. '/Stere ' unbnding art storing equipment until top chore sink.Faisal yyyw O O mslmiml is ldaallee and the buss is faamna Its'at IM lmssm al the so lM Mae FrSaussE9 xaetn Saoeaan ora v mmea. r,suhbuaeea mn0amta. moots amrtax to pevam cameos Uw and Upotl Ua ryuiw dessert, sok Of.tae.Irvssem may. 11 My glb.hasl.abe l.neuchark hlmelfempmel ere to w,Mlr agrees 1.mperm,axmdw�a, pfog and naswg pen revanmre la,.mm.wcen,reara maaadormmn dab awallr.e,an rod soponas desrer,an se lmve Desadetaabamammya eoulpnem. implovssan. hvbre.Dawrgw ms Imsses an le Installation of Single de Les b Rand a—me werenl.Nbam Recmmmenda Or fern de Levantamienta de Trusses Indimiduales Por La Mario program hp, r ase m Q True—Up (a.1 mm)m lass. tea, polo ppae.1 e•`j, riled. ,Meer wlm8. B�le science the V. _ A • v wdw ma nurse It Tmaa up to 3o'-�I ae trema ks FTmsses up to]g'.� � 2opk5, (5.tso Imaas.Uh ed (9.1m 0 Turnmay m standard an the gmuna N �DO NOT Mom NO almacene n Tmseve bast.2g pies p;eoomenos. Tmsseshashinces 4me of aaMers.,ybree tempwmilym mnlad marred Wnmea wernwheanle res he Min the gma unaMraNiwry.nhmsseeerela oe up'. ..a ameny. aroma for more the,and work,pats blocking of Tpmporar�f Restraint & Bracing ...night.ram themBMahhaerris Re96'ICCIon AMI%ostre Temporal Ram)ctg'P reencemmlo.c.). y p� pre lmaeaypa.e<nwrcasesrgaa,y eaaaa. men elweb Bn puslmonrnm are eWepa �Relerm BL51-63"9or more lnlormalivn. �ivp Cnom Tempary axnse,,s rempvehnmfesmm�hcYo cmel We aresumen BCBIB} ^' LaRtalRarlgnl eras aespuba MOalrepe Si loalrpawe u2lM Cale rNeinl aWn. TORR gue/0a0oa ryremd[Map sen prg8 Q Lrcen gmuna bRwe alkal the wen all Nwe jrl row bkryrnwmb aeaMy.fk'rrbk�QNfnn66aa 0e arop cram tempermy,heal ma int(aubb a bS lneabaal0{Rp ebrEa�llbop", mtMan aommn} 0 It4uxesarewm&aregroeB�YOa�ii - CNNua ms.Ieoslrey Oe Moa a2'ea..tro verben opmmalmm.. cam Nm.teI tha.n�'wro'nmem. ooxorabrem ....—age. fruits enaabmeme en uMa ban wan mon the by I1Keem Pero lrvwdguaNaby 4ae imaS r uneven ground. ar8gual fibs Ce resMceven laferel lemwnla le casae wa,bapagrrems pelegolegaw ay ' Islk eape0anlwua Ncle en a pbnma mWmnal ynNnly - 0 Oo NM wakon,nnnaa tneaa. set- RNeria lsl._mrm,re maawirirorimagvrryer- awna g n alga analr)b:n.e a amreyg. No amine en na.ra aawrom. ��/\/\I11��~ aT�ae�¶iona 1ba IabmeCsra'pg dVN�sne r/b CiGl - � GONOTmin e n rhanaa unit I 1 ra0a as a erapralmacMeae anbll$ses A Bho. sr m' en =n eppream a a ba„ — me wane m Ary p "°aa�° m �rlr ao""yaa°ea IM la amraaWaY rm,.eiws. s I I OFFICE COPY Site Information (T105 Atlantic Beach Country Club(FL-Duval) H Structural Engineer of Record Derek B.Murray - PENo. TrueHouse 4745 Suttonutton Park Court,Suite 402 Jacksonville,FL 32224 WIND LOADING(Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd = 1.00) MrNFRS TCLL 20 psf TCLL 40 psf 13OMPH(3 second gust)\ASCE 7-10 TCDL 7 psf TCDL 17 psi Enclosed Structure(0.18) BCLL 0 psf+ NCLL 10 psf BCLL 0 Psf Exposure C BCDL 5 psf BCDL 5 psf Occupancy Category II(Res) FBC 2014 RES\TPI 2007 This Package inlcudes 45 truss designs all individual date of design NO I JOB ID I TRS ID DATE NO JOB ID TRS ID DATE NO 7 JOB ID TRS ID DATE 1 66806 B01 6/e/2MT 29 66806 PBOS 6/6/2017 2 66806 B02 &6/2012 30 66806 P802 q/y2o-1T 3 66806 FOS 6/6/2017 31 66806 TO1 6/6/301 0 66806 F036/6/2017 32 66806 T02 6/6/2x1'/ 5 66806 FO4 6/6/2017 33 66806 T04 6/6/2011 6 66806 F05 6/6/2017 34 66806 T05 6/6/201 7 66806 F06 6/6/2017 35 66806 T05A 6/"iT 8 66806 F07 6/6/2017 36 fi6806 T06 6/6/201 9 66806 FGOS 6/e/3017 37 66808 T07 We/201T 30 6fi806 FGE01 6/6/2017 3e 66806 TO8 6/6/201 11 66806 Fi01 6/6/2017 39 fi6806 T09 �6/T01T U 66806 GE01 6/6/2017 40 66806 T12 fi/6/201T 13 66806 GE02 Ws,2017 41 66806 1 T13 6/6/2017 14 66806 GE03 6/6/2017 '42 66806 T14 e/e/2o1 15 66806 GE04 6/6/2017 43 66806 T15 6/6/2017 16 66806 GE06 6/6/2017 44 56806 1 T16 6/6/2017 17 66806 GE07 e/W017 45 66806 Vol 6/6/2ov 18 66806 GE08 6/6/2017 19 6880fi GE09 6/6/2017 20 66806 GESO 6/6/2017 21 66805 GE11 ru6/2o17 22 66806 GE12 6/6/2017 23 66806 GES03 6/6/2017 24 66806 JOS 6/8/2017 25 66806 J02 6/6/2017 26 66806 J03 6/6/2017 27 65806 J04 6/6/2017 28 66806 J05 6/6/2017 ♦♦11\\11111 1j ♦ Q4 �I ee `♦♦fir �GENg •, { ��qL Erexace FlursdaeNo.754us 4x45 aurora 671aa PPt,Suda 402 Jacno.,a32224 1. N 714 •••��: * Engineer Business No.T50T-4145 eu1Wn xrJ xkar Sete 402s Inc.,a FloridaFlerida 419341821-520 , The seal on are index rMninaiwtes accordance ar pme4rimai enaneeswooWnamliV sdM'fame � * �Q: A P E X nnss"a i�xawm�road a me and a umed me sur 6luy and a areacn dr ur nlfora4r YI wmrnxo-0 Irme�axicrnddoiar and nscriim4do551�vldfan useoal-20o23M1oor �: won 4r X.I xfe.Semuia meea.ln5rely aerBfyu�almia aeon as a4.4de:ordeameonr«4anw-In �40'nSP �< O Ria- O�♦`, Rule 61G1i23.002(2)and 6113IS31.003 oftne Fonda Board Of%orestional Enyneers III Sss'e e 111111 Job 966806 Yi 2011,13 BEARING INFORMATION WOODTRUSS Ow SPAN DESCRIPTION BRG9 REACTION UPLIFT 1 11'02"00 FG01 MONO 0.00/12 Pitch 3-Ply 1 5447.82 0.00 2 5 5,144 U0 2 O705"08 FT01 MONO 4.00/12 Pitch 4-Ply 1 6776.45 496.00 2 5263.16 366,00 1 23'10"14 GE01 GAEL 9.00/12 Pitch 1-Ply 1 2109.26 403.00 2 209000 39900 1 23'10"14 GE02 GAEL 9.00/12 Pitch 1-Pty 1 1901.43 229.00 2 1901.49 ' 229.00 2 13'11"00 GE03 GABL 9.00/12 Pitch 1 -Ply 1 149.49 128.00 2 894.13 239.00 2 20'03"00 GE04 COMN 4.00/12 Pitch 1-Ply 1 442.36 0.00 2 638.71 300.00 3 445.57 116.00 1 06'08"DO GE06 GABL 4.00/12 Pitch 1-Ply 1 431.72 136.00 2 06'10"08 GE07 GABL 4.00/12 Pilch 1-Ply 1 44521 14000 2 14'07"00 GE08 GABL 9.00/12 Pilch 1 -Ply 1 166.96 77.00 2 713.59 237.00 3 132.31 103.00 2 04'05"08 GE09 GABL 4.00/12 Pitch 1-Ply 1 62.81 0.00 2 225.90 141.00 2 02'08"00 GE10 GABL 9.00/12 Pitch 1 -Ply 1 18000 4890 2 01'02"08 GE11 GABL 9.00/12 Pitch 1-Ply 1 8156 2000 2 9102"04 GE12 GABL 9.00/12 Pilch 1-Ply 1 8032 230D 2 1TWOO GEB03 FIAT 0.00/12 Pitch 1-Ply 1 1257.17 306.00 2 125717 306.00 6 02'08"00 J0t MONO 9.00/12 Pitch 1 -Ply 1 90.00 0.00 2 90,00 6900 8 D6'10"08 J02 MONO 4.00/12 Pitch 1-Ply 1 226.27 55.00 2 21893 8500 10 03'00"00 J03 MONO 4.00/12 Pitch 1 -Ply 1 100.88 23.00 2 93.39 38.00 3 01'02118 J04 MONO 9.00/12 Pitch 1-Ply 1 40.78 0.00 2 4078 4000 3 01'02"04 J05 MONO 9.00/12 Pilch 1-Ply 1 45,77 0.00 2 3455 2700 2 06'02"05 PB01 SPEC 9.00/12 Pitch 1 -Ply 1 51.89 55.00 2 411.97 196.00 3 21.44 15.00 10 0602"05 P602 SPEC 9.00/12 Pitch 1 -Ply 1 51.99 55.90 \\111111111//// 2 411.96 196.00 \\ ... 1/ /• 3 21.62 15.00 .p�-a,P..•^'�2gyo A ATIC 9.00/12 Pilch 1-P N 1 1829.87 229.00 2 1829.88 229.00 +2J �Z�/A'19'OM Y02 ATIC 9.00/12 Pitch 3-Ply 1 862636 251.00 It------------ 2 5088.81 251.00 w • 13'11"00 TNP = COMN 9.00/12 Pitch 1-Ply 1 459.69 129.00 10 3TA2 469.69 12900 •�' v�7 ,A 0 pO : , COMN 4.00/12 Pitch 1 -Ply 1 649.44 193.00 Page 1 of 2 j/411110N.1: Job#66806 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 662.79 189.00 1 20'03"00 T05A COMN 4.00/12 Pitch 1 -Ply 1 664.79 198.00 2 678,38 192,00 5 401 TOO MONO 4.00/12 Pitch 1 -Ply 1 287.35 66.00 2 1305.32 390.00 3 949.02 240.00 4 290.56 114.00 2 40'09"00 T07 MONO 4.00112 Pitch 2-Ply 1 447.38 50160 2 355438 1143.00 3 5287.04 1698.00 4 -2254A4 1990.00 5 9363 128.00 3 10'07'04 TOB MONO 4.00/12 Pitch 1-Ply 1 343.35 80.00 2 343.35 137.00 3 08'05"08 T09 MONO 4.00112 Pitch i-Ply 1 207,64 42.00 2 24112 69.00 3 102.88 62.00 13 14'0700 T12 COMN 9.00112 Pitch 1 -PN 1 500.00 208.00 2 500.00 208.00 1 1807"00 T13 COMN 900/12 Pitch 1-Ply 1 62587 169.00 2 608.30 184.00 2 18'07'00 T14 COMN 960112 Pilch 1-Ply 1 625.87 169.00 2 608.30 18460 8 180]"00 T15 CONN 9.00/12 Pilch 1 -Ply 1 625.88 26600 2 60830 283.00 4 04'11"00 T16 COMN 3.00112 Pitch 1-Ply 1 158.39 50.00 2 158.39 50.00 1 12'01"12 V01 VAL 9.00/12 Pilch 1 -Ply 1 1400.02 242.00 WOODFLOOR CITY SPAN DESCRIPTION BRG% REACTION UPLIFT 5 1906"08 F01 SY42 0.00/12 Pilch 1-Ply 1 1196.02 0.00 2 1212.89 0.00 6 14'0700 F03 SY42 O.00M2 Pitch 1-Ply 1 889.92 0.00 2 889.92 0.00 5 18'03"08 1 SY42 0.00112 Pitch 1 -Ply 1 1119.88 0.00 2 113463 000 6 11'02"00 F05 SY42 0.00112 Pitch 1 -Ply 1 69369 0.00 2 67672 0.00 3 14'OT00 F06 SY42 0.00112 Pitch 1-Pty 1 905.46 0.00 2 874.39 0.00 5 14'0]"00 FO] SY42 0.00/12 Pitch 1-Ply 1 88992 0.00 2 889.92 0.00 2 14'07"00 FGE01 SY42GABL 0.00/12 Pitch 1-Ply 1 1734.35 0.00 2 4549 0.00 Total of Trusses 169 Maximun Height 12'00"00 Page 2 of 2 Ag !|§'| ; ! / 2 ; k� k k ] ( ) - - - ` ! °§||!| ; R e flo § \\\ \ \ / c' 2! \ \ k� \\ ; \ ; q # - ° ° ° f � | 06 - - lom \ \ } \� 0 \\ 0 \ | ! _ - ® m � • ( } \ ( 02_ ` § \ k j ( \ ) \k � \ - § / ) 2 02 ] \ ` ° § ) k - - - . ; - f ( ( ¢ ( ) : mc 0 § § ( , k � 2 ) / , _ \ { ) \- 22 R ) ) ( \ ) ! 77 2 ] \ ` \ \ § ( \ \ _\ \�ooz\ \} [ ) 0Z2 _ ) ! zk two_ o § - - 2 § i § f } k 2 ( ;2 ; � \ !z ! 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O § f/j] § ) : \»z j ® );! § mow ( cr } ( § , A ; | ! \ § ) Z> / _ (� 0j i k.f ■ mk [ )_ \ § ®-- — p \ ° \\\ oz « ., gyf ■ X6) Cl) _ y cn\ Mom / x : | ( § ) \ »®( q ~ � § � O^ 0 §kk - 7 / : | | \ T 2 } \ \m & z5 § § \ o .0|; _ \ \ Z ; m( e § o'o »/ ! § 7 , 2; ) } Sw \ \ q; ; F /Z G ; 0z | \ ( \/ k ® _ k�� Emo0. _ g n 2 ] 2 0, | % m 0=1( 25 0 / j Q� M \/ x _ \§/& \� \§| + l|( ! y \ m- 2 ) \ � ¢ ! § § � | � ) \ _ , ! . / § \ % ko | ! \ \ " 0z 6e ; § ] dC� ; 4 9 / } � � f \ _) O \ j5 /f �7 * ) , �� $2 ± A o z � ■ �� ( ±� , ■ ƒ e \ \ � / am C Q�� N Ll Ll c jj C C S C C C C C '^ O J yS r N N N N m � O1 ON1 m ° 6^LJ W O� W 01 N W W N N C qm BO86O L� Z N Zm D m m m am N � N N N N N N N Y Y y X O R y a - o % xm Hm% O m x m m y oo m m m 0 A L Z C N yOj v 4 N U � D O1 W Ol W O J A W OI � a )( O S � Z Y W Y W N t0 �C O1 V a F+ V lAll Y 01 V O V O W y O O p A 0 r x x XW x x xW x FT, �' A W W W � N A = o - D m O w -C;o Z A y x A OAo- m W % C W m m m w m x x w in TO x X x ;' W X ° �ƒ| 2 ; 3 § § § ; _ t b ; ! 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( ) ( ; §w )62 K ) ) CD E5 ` f \ / ® m ; ! ` - { | ,; ] i § ! | )) , 9 0 z m �� E � m �� ~ m ) \ . .. m !2,§„r•; ! § ~ m £ *;2§§ !§! § ! \ �mm,mzm >.> ` § \ § !/ § ¥ �, ., § ! )\()o)§§§ ` _ m | a , e m | / . 332R� ` t �E /-: ;( )� ) ; m \ \j\ \{) ) ■) § ` 2 k § ; 8, ; ° mo \/` �` 60� 0 i !_ ` !) � k � z ° ' AN § | ` > , } ;7 I � ) / § /k 7 (o | ; | , ))�k\ ) § ) � • \ ) 2IZ § 0Rl | ® 2 -k =) ; 0 § ; , ! § ) ) Sm � | a \/§ co ( ) \ � ; ) � ( w 7) \ & \ 0- ) - mm� r \ Im m ` x Mill « 2 , , W , (||| § 2 - m ; e* w � G) ; e k ® > ;! ) k / oo ¥ § W SoWSo 0,0, www § / 2 � \ /� Cpz ° ° \ / i _ Co m � \ \ mm ( ( $ 2 \ k ] \ \j \\ \ \ \ _ m § ) ) \ - 0ma 0 7!7 j ) f / ¢ |_ ) § \ k)� � % ® - m G \ , \ � y / ) § � -Z>v - 4 f / o ! ; / ® - k k § 2 / \ |2 ) \\ > « I > Io § ® i \ m o / j ( § ) § &! ) ] / § o ! ; 7 ; ; J o _ > m _ d3 ® mp \ ;, . § 0 o ƒ IL °~ m�` � \ o j � § \ oz ,ma � M < \ { ■ )§) § dm \ j \ ) o & k\ 1 � m \� \ X 49 F O R T E MEMBER REPORT Level,901 PASSED 2 piece(s) 13/4"x 20" 2.0E Microllam® LVL Overall Length:20 4 0 D 040 0-- All bptlons are measured from the Du6ade fate ef IM support(a aft randlerer end)AI dimensbm are holimntat. sneer:Hxv Memher ReadlDn lhs) 9IM0038 9106(3.471essed(100% - 1.0 D+0.15 L+0.751r(M Spam) XambarType:Fred,heam Shear(IGs) Mn 01118 (3300 Passed(53%) 1.00 IAD+1.0I (AH Spans) heading Use:Raldenbal Mpnenl(R-4s QV009914 41163 Passed(W%) IAO 1.0 D+I.0L MSpam) beM1,RHe:mC 2015 119e 1nad Defl.(In) 0.38501010 0.650 Passed(L/6161 — t.O D+0Z L+O.151f(All Spam) OeIPr MMlxvloln0r:A50 Tebl Led Defl.Qn) O.R6 @ 1013 0.988 Paced(L/M6) — 1.0 O+O.A L+OJS D(AII Spam) neeako areek:a(L/3e )am n(1(21D). Bers,(Lir):NmmPeerioneHges('-Pam Mmar)mK Ee haat A 364 a[and Emlel tl"Mee.Preps dltrAmeR aM Inside,k mraw.ttlia,"—!,''nit lirr. ^3mklvdl viM Len9MLDaEsm SrrpMrti(Ibs) Lrro —•_••_ :i YW Tefal Av hble R¢qu1reE D U FL B oee TOGI A Hdrrpmbl'$ypGmn 350' l- n g 31J" 366 Inez atm uD s 1-Han ¢r Pr EO'SW Lum 350" H gr 311" Ofl 3190 1DJ 991 5 e At names wl>oons, Ie T01aI Qaddhon l nrcwrn is wryal mr reci M1rn or me marerlal lM1a[Is 9upaxrng m¢M1angn `Stt CunncNrgnd below(w eJtllryortal In@matlonan4/or renuirenrnm Connector.Simpson Strong-Tie ConneRom SUPWrt -. NMtl SG[4n9ab — tap Nark Fx H la M he X 19 Aa eaer '. 115p5selldr,lleg 16-SDS-1(0,11,,q t-Fac=rlo irR rvanger rnGIlel(111,I) a5➢" rv/A wro]xrew D_E1z aa. WOM Yaw D.zlzia. z1-so55ear-14- 16sm 5tllWlpq z-fdx Moumxarge. M(il).63(xwln 430'• WA vexed mew D.z42 aa. vpN soe"0M., x211' x a•, .• ne"d rr DedO.:. FrwrLN¢ aoOr Llve Loads waeim(store) Width (0.90) (teo) (m.mo e) eummenLs 'a-sehweigm(PLF) 03 e to 20 De Nja 2094 1-uMgm(flf) DD o to 10 40 WA 15.0 4. - Rcyyvnl-Img Omen wms 2-µalwrp(plFl 0 0m2D40 WA ties - Was ead 3-0nllmm(") 000.2040(risenWA 114.0 - I90.0 Tames AD.Tae 4-heart PTF1 000.1290 WA IXO 415.0 - —T.— etTorsos rm S.Unilarm(PLF) R9D.2090 We 930 2t9.0 - R Taaso F� 6-Vrvrorm(PLF) 0D0.3D 90 WA UO - 34.0 RmITn@es FmM Weyerhaeuser Notesi ' .,, i' nalu"rvnalesasamwrwTwl e/ama nmlM g16prWu[k rvAtr aarcewnnwv neo:er PrMnR eeg senaweenee gn res ies `T wavwnaea:e,aPreSvv mxknne arty oener wa�am�e,rearm lorM 9oIMa�Relw rosarren warwnaenret meawm mr mm�lkbw axans. Lwww.w¢GDryry.[om)Aar:ones tam ma,e,elmmg Panelz ana spoasn aaM)are ml oe:Mom nr mi9 sonware.Ilse m ml::onware Is ml imenam to ass em me naic lot a ce:Mn pmree wide m: trend er b/ne aoatt m namig red ori Ae Tee aengner of rearm,Wllbw v ..I:requmlae to retire Nagymlitakularlonlemmrybdeelm me trend _,.a.the eC Eey res,,helae,miare Mtr is,rkM�marreaclar lornfry 5targarbs.Weyemaeuser EnginrerM Wntlp No]u¢5 hate ken eyalua[M by ICC ES unJer r¢nmeal tePoM1s ESP.-1153 aM E5R13h2 arv.Vw Igletl b sNarce wim aPollrade 0.5TM:GMVEa. Fw[vrml aEeewlurtM relgR5 Mer 10 M[p:l/wrv,xMbyw/.aanr9ev[ql9 CukAepvp.a:p. Tepmict applKalwn.IRut eeyn W2,ummsXnsaM srrTvllnlonntimr Nre ken Ppyet p(fale SM[ware OlvaT' ..b Had. 12///201610:28:04 AM emw Forte v5.t,Design Engine:V6.5.1.I AWxTWrdcg' (9'1)931-62"0 66806.41e amplagmkCneoOrmn Page 1 of 1 �9I F O R T E MEMBER REPORT Level,802 PASSED 3 piece(s) 13/4" x 16" 2.0E MicrDllamp LVL Overall Length:22 9 0 o _ ° 2290 T 0 0 ,UI locations are man.had hum the shade fare of left support(or left cantilever ead).NI dimensions are terminal. Desi n Res. smm� Oo. Member Rei(IDs) 4055 @ 040 1014(5.50') Passed(25%) � IAD+1.0Ir(NI Spans) Mtnf Ty0e fl^dl Steal(les) 3416 @ 19 8 1935) Passed(1M) 1.25 1.0 0+1.0 V(Al Spans) BuldM U.:R stiandel Mpnent(R-Gs 21T32@1140 50339 Pased(3TYa) 1.25I..bj,.utbndISpans Bailed Carte:ae IDIS Li+e Ladd DM.(in) 0.380 @ 114 8 0.1'36 Paced M691 — 1.0 D+1.014(AII Spall) Da1T rlm'od°I°gf:A50 Total Load W.(w) 0.562 @ 1148 1109 Passed(44]1) — 1.0 D+IA 1r(NI Spasm) DeAa4m pR N:be(sai and TL(lei •pTTg(La):PE ampessbn don"(r,'aM D% )math bri 9138103y<UN.bealel Wvwie.G2Rr alla[InaM—pasNofiro alab+1 leading lsregwast to acniere member stabalty. Bay 9Len916 Lian..smooth(.b). ._ Suppoi Natal andabibla, Remained Dead Rml ( T"dl Lrat Aaanne Stud all-S :sit sso Iso" 3 21• 955 9 a v-shd.,au-sva - o so" -�_ aoss lel.ang J uo I3w vat .elu"ny Nnms are-i—d......nn hide applies,mrayer,alwe the,ard the 1,111 spi to the hi being designated r .. TrlLuaary DeaO moon may Load. la--a(Side) WWth (0.90) (..made:Las) fammenti 0-Sdil Wo�gM IeLFI n001o32g0 N/A 211 r Vntloim lGLFJ OOmto22.. ryP 910 1910 .1h.sa L _ - Frank _ .. n Weyerhaeuser Notes Iry)sus*^ln^eu w°Es^^""o^nrE vemae— waoanIthat me hast,x116 o-odaRs wm beth aao.basedatn ondbeeeuwr prMutt design today adbhu shMbesipnealues. r wev21her ar"i dedians any otlwwatentlhe Math totedsortwara Rekr m carat wayedaeuser Iberatum lir stolarpn depns I_ stamy"y.tomi nt[dsing(Nm awryt ancon,bared and$,nava adding am ades 1 by this mftwm¢use a his wham he mI,nl.by ne—adat Ne reed lar a levan prof—anal as drtamir E by the aunwnly nadir,Job. 0. ,I tlesyns,I rtto'd,WIkP d hater is resryMitle b sada,[hM me hadmab[n'I mmpahble wIn the weran popT.NM.--.f. wast Wepldeuser lashres are Ihbtr teed iddr.Wsu ..w Ipepsy sandaNc Weyerlae user Engineered Lump prayJRs Nut been evaluNal by ICC ES under ttthnkal reb p} eiIbli aN M 1381 ala(/..n [re . w ardae eda oiadAS e IM standards. For threat code NNUaW'1 treats Mb to the//vrv+w.wWdbyvey.tcngsaai[es/s_C[hAgvRaspc Tie pWud agYkalby..W design Iw.,mmenslem aM styyll iMp ended Nve teen wa+lded by Fane Sin"am'te' 0..8ioes4 oAe.l. roe xmee 12/2/20162:3945 PM ---- — ----- - -- Forte v5.1,Design Engine:V6.5.1.1 Bene" 66006.4te APu r.l.woay ( liasaPage 1 of 1 aym en t@gepw.waBY.mn _ p I MURRAY Ply.t SEIX4:1]4881 T221$Y4T W906RESIDENCE Dg FROM: DRW: F01 Wg1:109.51W I _ OBNgl9 x'2'4 1 2'4'15—}--T4'15--2'4't5—}-2'4.15 2'4'15—+--2'4'15 N1.sm -4X8121 all.5R3 -3X4 111.5X3 =3XA181 11.5X3 -4X8 18X3 1.5 A 8 L D E F G H T J Tre V2 O N M L 96X8 4X8141 ax X4 al s4)[8 • 19'8'8 Loading Criteria Cduda 1ppj Wind C'1.0. NC grew Crlbde(Po.HbPSFI Pegl •Netlmum Reeclbns(be) TCLL 40-00 Wintl SW: NA PITNA CCNA CAT:N1 PPOMecMne la l/tlM L,, We R IU /Rw /Rh /RL IW TCDL: 17.00 Speed NA mph K.NA Ce:NA VERT(LL): 0390E 592 380 O 11881- l- I. I- I- BCLL: 0.00 Encentre:NA -V:NA Ca:NA VERT(TL); 0]13 E 324 308 K 1213 /- I- I- I- /5.5 BCDL 5.00 Category:NA Slow Durabon:NA HORZ(LL);0.049K - - O MIn Bq Witllh Req= - De3 Ld 8200 EXP:NA HORI(R):0.090 K - - K Min BM Wlmh Rep= 1.5 NCSCLL:10.00 Mean Height:NAG COM/Mlec Crllerar Cmep Foi 1.5 Beams,KFepem=56 1. Sa80: 0.00 TCDL:NA par BMg Cods: FBC2014 RES Wit CSI: 033] Load Dumper:1.00 BCDL MA pat TPI SN:20W Max BCC51: 0.551 McMmum TOO Chord FOrcte Per Pei Spears,:24.0MWFRS Paalbl DSC NA Rep Factors Used Year Mex Web CSI:0.808 Chortle Tenrcemp. Chorda Tem. Comp. CSC Dist a;NA ft FT6R:12(0X10(0) Mfg Speeded Camber. A.B 0 0 E-F 0 -4804 1:NA GC':NA Plate Tyyei B-C 0-3618 F-G 0 -35U Wlrq Duretlan:NA WAVE VIEW Ver.11.O1.00E.0535A] C-D 0-3818 G-H 0 -358] Lumber End VaNCM AKe[MbM D-E 0-4804 H-1 1 0 ValueSet:13B1ERecbvelib T013) AMch resoled mtl vertlrel(a)No roY and veKk& Top bland 4x2 SP Mal using(3)gy.tOtl box w(0.121Ex3'wen)gun nada or WaMum Bel Chard Forces Per Py(lbs) Bat alord 44 SP M-31 (51 IS .ge,7/16'C.,2-12'krgMws6 Chains Tere.Comp. Chords Tena. Comp. Wets 4X2 SP NJ Maplee through flwds face:or(3)qty.16-Gauge,l' 0 M-L MM 0 Lumter value set'1313'uses design Values Crown(mihimum),1-1/2'length win stented on each O-N N-M 21&21M approved 1130.7013 by Ai-SC narrow rn450(1 0 L-K 2470 0 AMm.1 Naas Maxlmmn Web Forcer P P Plate gM1l TabN W y(Ita) JT Plate L Shift Chad! Jo Pleb LStent Chord STRBRIBIO14fotrprging andeagi it Weds Tem.COmp. Wets Tens.Cwnp. No Sltt Shift Bhe No Sire gM1M Btla re]mmmIBR1014 for Drscing and tMglrg 121 4X8 4.25 L 125 141 4X8 325 L 125 ^da9prs. A-O 0 -117 M-F 36) 0 Tensa must be snouted as shcwn wide top chord up. O-B 0-M F-L 0 -995 181 3X4 225 R 125 110] 4X8 J.]5 R 125 The_avoid height M hots bass exclWing o ohi is B-N 1m D G-L 0 -263 PUNIns 1 C-N 0 -281 L-H 1897 0 In lieu ofalmGumlpanelswngN be111ng use putN-D 0 -961 H-K 0 -m InD-M 332 0 I-K D -115 tr toralty beet Charlie as(ellrtwa: E-M 0 -269 K-J 0 -11 Chord gpxing(in ac) Sparti 19.29 TC 20 000 1929 By tan sw 1929 Apply OC un to any cMNs ebom w teew Oilers at 24'OC unless shaven otherwise aWve. Hani Mas (J)Hanger Elegant Required,by agent Patterson Max JT VERT DEFL LL:039'DL 01 N'.See detail DEFLCAMS1014 for WmbermwmmenMiipns. NOTES: Tdreed bawl^9 hrrN noxxxi &mere.I,IeCl.rdt A4eimiulinsln<hvu amnP.rTr9 biu4uu ErzMN.iMWBC51IL9. 'F� sMJ4MNrtl 1n¢nryne"htl^the ho"Itinter pisru Eurn9lrsralieliu^. TFy 2.rttF]eJetl-SYk.Sbl'Rwrwn.avnM hYJV Fp.,TxlmbBY lnc.Fbtl.CnWelun. FlCYA I:rpkaw al it-reseal]54]�47455ueun oxi Couir Suite 402.Jxkwnville,FL 32yiN 904.8ol pas TrueHouse PENoextraal 1 pEhl. :an P„o 57 ;N 5w ^ APEX pyo SEOM:189IOITa1l SY12 MURRAY RESIDENCE Ory:e FROM,. ORW. F03 Wgi IN o IW I I I ... 0&05'17- 147- V4-8 &05'1]14•i- V4•S Or O'V—ze'-1--M12 M12YS-12�� A RYP7 IIIS%3 -4X5131 01.5X3 BrU3 01.5X3 -4%$101 015%3 A B G D E F G T = " 1 -tfyt•2 M L N 1 -4X5(57 E1S%3 -3%4 a3%0 ?' 14P T 147' Lw dln0Cr11erlaga0 Wind Criteria Snow CNbrIa pistil In Put DeWC3l Cdtada ♦MMtlmum Rew0ow(Ibsl TCLL 40.00 W Intl SN: NA Po:NA CC NA CAT:NA Pp establish In Iw Vtlafi LIO Loc R /U /0.v.• Ilan I RL IW TCDL: 17.00 Speed NA mph M:NA Ce:NA VERT(LL): 0.166 D 999 380 M 590 /. /. I- 1- 13.5 BCLL: 0.00 Encroxi NA Lu:NA Ge:NA VERT(TLk 0.313D 5582401 890 1- /- 1- 1- 13.5 BCDL: 5.00 Category:NA Snow Dumtiom NA HOFUgl OUT B - - M Min Bq Width Rod= 1.5 Des to 64LOO EXP:NA HORZ(RF'0.054B - - I Mln Brg WldOFegs 1S NCBCLL:10.00 Mean Height NAfl CO i mwc OUterla Creep Father 1.5 Bwmgs M B l Fcpe,=585ps1. Send. 000 TCDL:NA par BMg Cade: FBC 2014 RES Max TC CSI: 0.812 Lwtl Duration:1.00 BCDL:NA pet TPI SIE: 2001 Mm Be C51: 0.33]0• Nae n Top Crowd removal eCMrda r Ply ber)COW. Spacing:34. ft wFRS Parallel Dist NA Rep Froman Used:Yes Man Web CSI:OAS C&C Dist e:NAfl FT/RT:12(OV10(0) Mfg SpelOed Camber A.B 0 -10 O-E 0 -2085 1:NA GCpi:NA Pleb Ty7R(s): B-C 0-3010 E-F 0 -35J Wind Dumbon:Wl WAVE VIEW Ver:16.O2WC.1116.11 C-O 0-20,10 F-G 0 -10 Lumber AEEm.1 Nolen Value Set:13B(Effect WlnOI3) e2s3 cmmuou&obco'nor .See daml Maximum Bol Chars Forms Per Plyllbs) Top chum 4r3 SP Wl STRBRIBR1014 ler bratty and I n igilg CM1ONs Tens.Comp. CM1wM Trots.OOmp. Bet ctwM 4x2 SP M-30 recamnoordaion5. M-L 1343 0 K-J 355 0 Webs 4x2 SP NO Truss,must be installed ae slwxn with top cMN up. L-K M 0 J-1 1318 0 Lumber value Mt'13B-uses design values TM Overall height of this truss excluding names,is approved 1r3W2O13 by AJ-SC 1dU. Miamum Web Firms Per Ply Qhs) Plata 3lrM TableWebb Tenseomp. Web& Ten.Comp. JT Plain Labral CMN JT Plate LMarel Churd M-A 0 -0 D-K 19 -im No Size Saft Bite NO SUB Shift Bib M-B 0-1535 E-J 0 -33 131 4X5 2]5 L 1.25 151 4%5 2.25 L 1.25 N-M 0 -24 J-F 811 0 1101 4X5 2]5 R 1.25 B-L Sir 0 F-I 0 -1533 C-L 0 -341 G-1 0 -100 Ponies L-O 18I -300 H-1 0 -2J In feu M outburst panels w rigid ought,use pur irt5 b laterally Mace chorda as bllows: Chmd Soni pal SbMe) Erd(S) TC 24 0.13 1446 Be 120 000 14.50 Appy pumM to any chums above or be.filers at 24-OC Inizaa shvvn otherwise above. End Verlkal ANacM1menl prince named and veNwlls)to Mal and Vere®1 term,(3)qy.10E Mx or(0.120X3'mN)gun mass,or Nepp 1.t1mu9M1Bids face,or(3)gy1 ta0 eirs 1- Clown(minimum),1-1W length vnre studies m each Mrmw tare. NOTES: r i.ih'e4merrg iamlwfidmltlmerd lnnallatim. FWlmmal inshucfms evaryaiylrq ronin lrvv Jrariry.ir[Ftle 00511d3. dhood re.in mnlurttion wim meertfXetlual plain Mrq iriamMMm. Tgi M.Tw Wyy afame mined MW Fp.,T NM dY irc. kMa VWnm FbnNEMinem Brurcss No.7e47-4145$1aon Park court,Si,4M,Jbonixim,R.22224a0once TrueHouse lo"'.38 er"& o9W51y ol.a E stand APEX PIr1 SECT:17481/rn/SY42 MURRAY RESIDENCE Oly:5 FROM: DRW: F0 Wp09521M / ... 0070071] B 10'5• 18 )'10.8 �j`--2a---2e•12M12 2-WI2 1-2'6.12--{ (PYP) 111.5X3 -4X8 11110`3 -3X3(01 -a)DI[a 111.5X3 -4X8 111.5X3 A B C D E F G H to = ML K d a3X0151 111.5%3 111.5%3 a3X81,1] -4X5 i 18'1.0 I 18'3.8 TCIa: BCrM0) IMq Wind ad: Ne arrow Cllbrla(Po.Pf.) DVNCSI Criteria •Maximum Reacaws llbe) TCLL: 40.OD Wind 511 NA Pp:NA CI:NA CAT:W PPDe11erdwne Mc1/dd# t/# Loc R /U IRw IRB IRI- IW TODL: 9.00 Speed:NA mph "NA, Ce:NA VERT(MY 0.248L 0&5360 N 1120 I- I- 13.5 BOLL: 0.00 Endla ese:NA UNA Cx NA VERTQL): 0.551L 398292 I 11341- I- /- l- I- BCDL: 5.00 Caleiii NA Shaw Duration:NA HORZ(LL):0.040 I - N Min BM WMth Req= 1S Des L1 U N EXP:NA HORZ(1L):0.093 B - - 1 Min Bid Width Req= - NCB= ,0.00 Mean Height:NAR Cod.I Mlsc Crltarla Creep Fader.1.5 Burning N Fcpary=565psi. SNfI: 0.00 TCDL:NA paf Bldg Code: FBC 2014 RES Max TO CSI: 0.602 Loed Deeper:1.00 BCDL:NA pet TPI Bid 2007 Mai CBI: 0.957 Maximum Top Chord Fords Per Py Dbs) Sparing:240• MFRS Pamilel DM:NA No Factors Use:Yes Mal OSI:0.604 CMMS Tem,Comp. Clever Tena. Comp. CBCOul,r NAft FTidi 12(Oy10(0) Mfg Specified Camber. A.B 0 -10 E-F 0 -922 I:NA GCpi:NA PRM Type(.): B-C 0-2815 F-G 0 -2)72 Wind Dumtiw:NA WAVE VIEW Ve,17.01.00E.0525.9 C-D 0-2815 G-H 0 0 Wmber End Vertical Albdchadenl D-E 0-3525 Value Set 13B(Eaedrve WIMI 3) Aftdt rwttlied and v-4ceg(s)M mM and verfical Top Groh 4x2 SP M-30irg(3)gy.IMWxor(0,IWN3'min)gwnalN,or Maximum Bol Chord Farms Par Py QEQ But MOM 4x2 SP#1 (5)gy. 15+Gauge]/16'Comm.2-1/T length wire Crams Tenteomp. CMMs Tend.Cone, Webs 4,2 SP#3 staples,Orough wide fad;or III My.lWGauge,l• N-M 1]4] 0 K-J 3324 0 Lumber value set'13W used design values Crmm(minimum),1-1R'tength yore staples on each M approved 113ro1013 W AJ-SCmnovr lace' L L 3325 0 J-I 1685 0 K 33E 0 PMIe ahM Table Additional Notes JT Plate Women Choral JT Plate Uteml CMN a 2M dntlnums almngtadt ad detail Maximum Web Forces Per Py(firs) STRBRIBR1014 far Mang and bridging Webs Tem.Comp. Wage Tem,Comp. No Sea Shift Bite Na Size Smift Bite rec-nmenmfxms. 151 3Xfi 4.0o L 135 16) 3X3125 R 125 Trust must bp Installed as shown With top UroN N-A 0 -107 K-E 136 -94 191 3X31.25 L 125 1111 3Xa 435 R 125 W. N-B 0.1%2 E-J 0 -0]1 Pont.. The overall Might 0 leivr, 3L is Was excluding onerg is O-N 0 -m F-J 0 - �' B-M 1245 0 J-G i69 0 In feu NYrecromlpanelswngM piling use Wnins C-M 0 -3$ G-1 0 -1951 to latemlly brad chords as legless: M-D 0 -835 H-1 0 -123 CMN Spacing(inac) Starti EM(ft) D-L ,2I AM TC 24 DW 10.17 Be 1X1 0.13 1017 Appy OC un unless can o remve albelow suers M za•or.unless sngwn egnerwide abmre. Ham9em l Thus (J)Hanger support Required,by others DeDection Mora VERT DEFL:LL:0,25-DL 0.39.See detail DEFLCAMB10141or drab-er ernmendations, NOTES: r t.pmer-1 is mlwiAcienl almelw'vidW4bn, 1165 ionaliretrucdwn xmnpammo MUWds everx.iMuleeC511d3. sMd4 be meJ in pnryicrion ,In IImarrl.d—dviryiretallaiion. TH - rewp iea.nroa, dram eyJ-w Teum�p l . wHaw lbn Fl_,gim r uimer,W.]511-4745 Suori a,rxurL Save Wz,Jud-111le FL 3211 ..K1 rueHouse Studvq Mmes G Kee 1. ."P.— Dame B aLmy JecPUHineE ROWPE No.Wam PE No 585x4 PEW 1N9 PEW e.. ply66M .t $EON:1)473/TSO I SY42 MURRAY RESIDENCE OA'8 FROM: ORW: F05 Wgb B4.O Ift I ... 5&5M1) 5'4'8 6'4'8 11'2' 5'4'8 1' 49'8 ��-2B'T 2'6'12 71'4—� (TVP) 911.5x3 =W14 191�Sx3lfl,�sx3 mJX4 lol.RX3 TK is 1 -4x5 7 Lwding Co arta(Pia, Wand CrNere Snow CMme Pill PSI) Car l Greene ♦Maximum Reds0ana(lbs) TCU 40.00 Wind SIO: NA Pg:NA CI:RA CAT:NaPP Deflation 1n eC!Lkorl IJl1 Loc R I U /Rw I Rb I RL IW TCDL 17.00 Speed NAmpli MIA Ce:NA VERT(LL): 0.585 C 999 360 J 034 /- I- l- 1- 13A BOLL: 0.00 Enebapm:HA Lu:NA Cs:NA VERTITy: 0.120C 999 240 G 077 I- I- l- l- l- BCDL 5.00 creedal NA Srow Deal NA HOngLy:O.011 B - - J Min BMWdMRsq= 1.5 Coal 5200 E)CP:NA HOAl 0.027 B - - G Min BM W MM Req• - NCBCLL10.00 Mean Hei9M:NAl1 CqM/miss Crberia Cmap Faster 1.5 Bearing J Fcperp=565psi. SolAt 0.00 TCDL:NA pal Sol Code: FBC IDI 4 RES Max TC CSI: 0.664 Loatl Oure0on:1.00 BODL:NA pill TPI SM:2097 Mae BC C51: 0.517 MeardeGMItlS in Top Chord F airimeClarence r Teralb Camp. Sparing:24.0' MFRS Parallel Dist:NA Rep pleasure Used:Yes Max Web CSI:0.302 CBCDoll FT/RT:12(0Y10(0) Mfg Specified Cseril A-S 1 0 O-E 0 -trap 1:NA GCpi:NA Plate Type(s): B-C 0-1= E-F 0 0 Wind Duration:NA WAVE VIEW Ver.1)O1.00E-MMA) C-D 0-129 Lumbi Additional Noes Maximum BM Cbortl FPMa Per Py(lbs) Value Set:13B(EIfil 51112013) See c lail STRBRIBR1014 for breurg and bricip Maxim Tem.Comp. Gboms Ty(lbs)Camp. Topcegr04x25Pp2 rewmmenlal'plls. ChandsBacha04x2SPg2 Troops most be model as shown wee tap anal up. J-1 BBB 0 H.G M 0 Webs 4x2 SP" IN overall M1eigMol III.Wss excluding werM1ang la I-H 1209 0 Lumber value am-13B'uses design values approved 113011013 by&SC Maximum Web Farces Per Ply(fins) Webs Tens.Canp. Weft Tans.Can, Purlins Inl'Ieu of structural panels ar rigid teillig use purlins K-J 0 -11 D-H 0 -1& 1p laleroly brass cMNs esbllws: A-J 0 -16 H-E 434 0 Chord Specandlnoc) Strulll Encl J-B 0-1035 E-G 0 -1054 TC 24 0.13 1104 B-1 429 0 F.G 0 -1X BC 120 013 1104 I-C 0 -175 Apply Wnlns a any cbaras above or below fillers at 2V OC unless shown cNerwi d above. Hangars l Tis (J)Hanger Slppon Required,by oraers End Vankel Adrena aM Mach nacMd and verlPsl(al to nine and vertical using(3)qn.and box or(0.120' Yirmnl gun nate,or (5)ut, 15farga 7116'Crop 2-1Q'el wire Map d,mmugb vdtle few:x13)qt,.1"au9e,t' Cmwn(mM face.m um),1-12'prop were seples an each marrow NOTES: r) proud Na- 1.1nu Gmwpi¢mrwfioenrdme br inHallaEm.>atitienN'n¢esbvrmxcmpanying Nis Wn 6eMrq.iMWa BC511-03. (T� sN in mnliuxliun wile -,air-Wra JnN i I'versn. �all'e 2.Apn TeTmb9Y iaalRGnnnare w'reO byJu/V:v TeWnbpy ln[,forge GnyweEm. Flonaaord, Bu¢nes¢W.INI-OTI55uMn PaR Cwrl,Suib<n].lecbonrille.R]R2<.9JC.B11.52CO � APEX eEt iueHouse Erb.=.a G No. RNo 71457' JPPEE No�1W and MURRAYURR Py.i SEON;,7471IT43/SYC2 RESIDENCE Oy:3 FROM: pRW; F06 w9e e5.41bs / ... OE/O6I17 6• rra ,Iv a za re'6 ale �F---2s•---21 1 2e•122e•12—I tTwl It .axs 111.51 sa X3 111120` 3 =4X51101 111s0Ca A B C D E F G T � H 1 ,012 M L K .3X8 .415197 111.5X3 -3I(4 v3%e 14V Tj 14W LOa01n9 Cdt1 (pa(I INdCIIWIW Brow CrlleNa(PON In PSF) D CM Criteria ♦Matlmum Rwo6onv(Me) TCLL: 40.00 Wintl Sid: NA Pg:NA aNA CAT:Me PP Deec9on In use Udeft LN Loo IU /Res /Rh /RL IW TCDL 9.00 Speed:NA mph PL NA Ce:NA VERT(LL]: 0.154 D Met 350 M 905 /- I. I- l- 15.5 BCM: 0.00 Enclosure:NA Lu:NA Ce:NA VERT(TL); iD 5912401 674 /- I- I- I- /3.5 BCM: 5.00 Category:NA S.Dur4Wn:NA HORZ(LL]:0.0288 - - M Min Bq Widm Reg= 1.5 Des LU: BZW EXP:NA HORZ(ll):0.0538 - - I Min SIR Width Reg= 1.5 NCBCLL:10.50 Mean Heigh;NA6 Code I Mi.CrKelia Cheap FeGOr.IS Bearings M 81 Fcpere,5651 Soffit 0.50 TCDL:NA pG BNB Cade: FBC W14 RES Marl 0.764 i DuM :1.50 BCM:NA pN TPI SM:2507 Max BC 131: 0.635 Maximum Top Chord Forcers Per Py Bba) Spacing:24.0MFRS Parellel Oise NA Rep FeGore Used:Yes Max Web CSI:0.430 Chords Terne.Comp. Chords Tens.Comp. CBC OWN:NA6 FTIRT:12(OY10(01 Mlg Specked Camper. A.B 1 0 D-E 0 -21106 I:NA GCpi:NA Plate Type(s): B-C 0-1915 E-F 0 -1901 Wind Duration:NA WAVE VIEW Ver.17.01.00E.0DS.17 C-D 0-1915 F-G 0 -10 Lumber Mtlltbnal NON. Value Set I M(EBWive 6/12013) -zM summer...lmrgbac6.See detail Maximum Bot Chord Forces Per Ply(HIM Top cMtl 4x2 SPQ STRBRIBR1014 for dating and bridging CMNS Tem.Comp. CMNS Ten. Comp. But Glad 4x2 SP MJ() mzxxmMNzNi M-L 1221 0 K-J im 0 Webs Osees p3 Trwsmusi be hought of MIS td as russ excluding lopshosel erhomi. L-K 21110 0 J-1 13'eo 0 Lumlover 113 set Y38'uses design values The overall height of Nis lmsa extlutling Overbaig is approved 1130.2013 by PLSC 1-8-0. Maximum Web Fwuv Par IN,(Na) Plate Shift Table Webs Tens.Canp. Webs Tens.Comp. JT Plate LMerel Chord JT Plate Usual Chord N-M 0 -12 0-K 25 -,W No Size Shift Bre No Size Shift Bite A-M 0 -121 E-J 0 -292 15] 4%5225 L 1.25 [10] 4%52]5 R 1.25 M-B 0-1434 J-F 811 0 PurlB -L Set 0 1 0 -1501 C 0 -340 G-I 0 -150 In lieu ofsbucturel paltelsorn9idreflirg use pures L-D 143 -321 H-1 B -21 M Iataally pram chords as foreas Chord Spaceigin or.) Slaroph EmIgh TC 24 013 14.33 SC 120 013 14.46 Appy puffin to any chords above or below(Gess 9124'OC unMss slwn phrens¢stave. End Verfcal Attachment Ane ch notched end varbi to non end serval using(3)gy.10d box or(0.128'x3'min(gun nMN.or (5)1 15-Gauge.7116'Cravn,2-la'length wire staples.though wNe tem:or(3)My.16Grxi l' Crown(minimum).1-12.length wins stepes On eapn rowfaam NOTES: r t.TNsem.lhe lsm"amoam so amri.slGNehn.amlwaal aeravm:aw..mmygw.uwara v�p.lndwaecsllm. snore a see'..amp,omo,.in ma anr,naaaral Plw aam9 indaNlim. Tgiasshares ressa,nerteJmaoviTravel Inr.Nedmeureanm F,omalinGmw .,.n—No 1.1 nos ninon Pam Chun.cater 4m.Isexsomre.1.221.9o4.M1 Star pp Miclml 0 Kubven Ii Finasm 0.reFa all -xiE RwNarM rue DUJG PE rhe 9 PE Na aest14 PE No.71461 PE 50!0199 Stupid PIy.1 EEON:174Bg1T38/SY42 MURRAY RESIDENCE Ory:S FROM: DRW: F07 W9C 85AIM / ... 1XJONP g' 9'Y8 14'7" B' 1'YB 51 6--Z6" i 2'6"12 Y6"12--1 2'1 (TVP) 11111.51 =4X5 1111.5X3 =3X3 U1.5X3 =4X5 111.5X3 A B C D E F G T ax N H m 10-1.2 1 M L K J =3X6 =4X5[5) 1111.5X3 =3X4 =3X6 147 j Might,Grilses lm0 Wind Cra la So.CrlMda Iii Per) DBNCM CNteds •MWmum RaaNens(Ibe) TCLL: 40.00 What SIC: NA Pg:NA CL NA CAT:No PP tarragon In 1.Untilt/M Loc R IU /Rw I M /RL /W L: TCO17.011 Speed NA mob Pb NA Ce:NA VERT(111: 0.149 D ME 36) M 090 I- I- I- 1- /5.5 BOLL: 0.00 Enclosure:NA L¢NA Cxr NA VERTQLD 0.2000 S1 2401 090 I- I- J. /- 15.5 BCDL: 5.00 Category:NA Snow Dushim :His HORZ(LL):0.025 B - - M Min Bg Width Req= 1.5 Dee L l 6200 EXP:NA HORZ(TL):0.052 B - - I Min Br9 Width Reg= 1.5 NCBCLL:10.00 Mean Height:NA It Code I Mlec CMerle Cheap Factor.1.5 Bearings M 81 FWery-551 SOMd 0O0 TCDL:NA par BMg Code: FEC 2014 RE$ Max TC CSI: 0.781 Maximum Top Crowd Forces PM Ply gbs) Laad Do..: SCDL:NA par TPI SN: W07 MU BO CSI: 0.640 Simi 24.0- MA'FRS Pargal Dist NA Rep Froths Used:Yea Mex Web CSI;0.405 Chords Tens.Comp. Chords Tam.Camp. CBC Dina:NAfl FTIRT:12(OY10(0) Mfg Speeded Camber: A-B 1 0 D-E 0 -1922 I:HA GOp1:NA Plate Typei B-O 0-1095 E-F 0 -19(0 Wind Dumllum NA WAVE VIEW Vol,17.01.00E.0i C-D 0-1095 F-G 1 0 Lumber Additlaml Ndec Value Set:13B(ESasYv0(Iflab3) •2115 cm4nucus shompack.See detail Maximum Bol Cberd Forced Per Ply(IM) Top cMM 4#SP p2 STRBRIBRIO14 for among and bridging Chords Tem.Canp. Chords Tem.Camp. But CMrd 4x2 SP bill her meMationa. M-L 11% 0 K-J IM 0 Webs 4#SIP M3 Times must belmblbd as drown web top tlwrd up. L-K im 0 J-1 1= 0 Lumber value set-13B'uses design values The Overall height of this moss excluding moment;i5 approved 113N2013 by A-SC 1-8-0, Maximum Web Facn Per Ii(Me) Plate ShBl Table Webs Tom.Comp. Webs Tem. Comp. JT Plate LaMml CMN JT Pias tateml Clem N-M 0 -12 D-K 19 -166 No Size Shit Bile No Sao SMt Bae A-M 0 -121 E-J 0 -304 151 4X52.25 L 1.25 M-B 0-1405 J-F DO 0 B-L 510 0 F-I 0 -1414 Purlins C-L 0 -342 G-1 0 -122 In Ileo of drummer panels 0r triad ceiling use Wrllns L-D 1a -200 1-H 0 -12 No lmormly bmm Chords as rollows: Clwyd Spacm in«) smn(n) Eni TC 24 0.13 1421 BC 120 013 14.21 Apply purtm to anycMrds above or has MISS at 24.OC unless shown minimum above. End Voldcal A11ac M Atlatlr ndcMd and ve11i ngs)to next end vertical using(3)qty.t0U Mx or(0.1 M'x3'min)gun mans,or (5)NY 15 wp,T/16-Crmvn.2412'length was stai though one fax;a(3)try.16Gauge,l' Crown Imimmum).1-1I lergth arm shiples on each roxleca. NOTES: 1.lnis dorms is 11 ,iifiaem zlone tm mzlaileem. Pbfilionni ivil"'qn ar mpenpg Mew"bacly.lrWtle0Cs11m. shwa he mal uivi:m 11.wm.wew.pinna nw.9 imlmmw. Tri 2FY.TurnilA/h iawa nwm--or Fp.n Tom,oll Mc,FlwW GWreem. sIarda En3m®r .a—M.]51].4105 SmKn Pi Count.Sule,402.Joual—e.R=4 111.1 SNp aha..lueHouse EAPEX 1 �Noe18— PE gra p�o r� JPE ai'Wass ea4 6WIW E. SEIX 174M 1 T3/MONO MURRAY RESIDENCE OIy: 1 FROM: DRWe FCOt Wgt 189.OIba I ... OBU6/17 26' 1 4'S"15 6'6"5 8'7"14 11'2" 2 1'11"14 2'0"6 2'1"10 26'2 ' 6X8(-') V8 JIV4 ='�X4 —jX8 _6X8 " F T a w2 w1 1 ,1 772 F 1114X4 =6X0 �� Pya 1148]/T391 SY42 MURRAY RESIDENCE Oy:2 FROM: DRW: FGE01 Wgb 84.0 As I ... O60&f] BEDN: �—1.5.8--1-1'4'—{ (TMP) A B C D E F G H I J K L M T 1 Y N 1113X3 X W V U T 8 R O P O 1113X3 147' 1 ,47' Lending Editorial(poll WMtl CrKeda Snow Crllxla goaMIn PSF) D¢NCSICrMda ♦MaxYnwn garedgns(M),or'aPLF TCLL 4000 Wintl SM: NA Pg:NA CC NA CAT NA PPDefieGlmin loc Udell L/N Lttw R IU they IW TCDL: 1].00 Spaa6 NA mph PI:NA Ce:NA VERTILL): 0,01X1 B M 360 p 123 I- I- l- l- 1160 BELL: 0.00 Enclosure:Ni Lu:NA Cs:NA VERT(TL): 0.001 B 999 240 N 45 1- I- l- I- 15.5 BODL: 5.00 Category:NA S.Durst'lon:NA HORZ(0.): O.090L - - Y We By Width Req= - CaaLd: 62.00 E%P:NA HORZQL):0002L - - N Min BTWMNRN= 1.5 NCBCLL:10.00 Mean HeigM:Mit Cede l else CNbtle Creep Facbr.1.5 Beh Inge Y B N Freight,=565psi. Sogm 0.00 TCDL:NA pat BHg Code: FBC2014RE5 Max TCOSI: 0.13] Loatl Dum6om 1.00 BCDL:NA ind TPI Std:2W7 Mx BC051: 0.021 MNdmum Top Chord Forces Per Py pbq Spaung:240' MWFBB Pepsi Dial:NA Rap FaWOre Used:Yes Max Web CSI:0.037 Closed. Tere.Comp. Closets Tens.Camp. C&CDista:NAO FTgtT:3NOM10gg Mfg Spacided Camber. A-B 0 0 G-H 0 0 I:NA it NA Plate Typist B-C 0 0 H-I 0 0 WfiM Duration NA WAVE VIEW Ver 1].0100E0525.17 C-D 0 0 1-1 0 0 Lumbar Additional Notes D-E 0 0 J-K 0 0 E-F 0 0 K-L 0 0 Valum Sed:138(Efletlire f✓1f20137 See STRBRIBR10141orbredrg and bodging F-G 0 0 Tap mord 4x2 SP o Time mentlauone. Bot ll Webs 4c 02 SP p2 Time beghtoletlesssownwlN lopmmandii Meads T Bolt ns.Cm, Fprcp Px Py s. Wab54#SPes The overall M1eigM1l of this Imes excluding overM1arg is EM1erdg Tere.CDmp. CMNS Tens.Camp. LumbervalnCiby'uses tlesgn values 1 approved 1pppOlJ by ALBC Y-X 0 0 S-R 0 0 X-W 0 0 R-O 0 0 Bracing W-V 0 0 O-P 0 0 Neea,ing is required la any Iesignednbytheg) V-U 0 0 P-O 0 0 fwres.All mnneGicnSb be designed by the Wilding U-T 0 0 O-N 0 0 tlesigner. T-S 0 0 Fasten hated small A one lam of this hound Plating NONs Webs uWe Tems.Esa sPh ( e te Tana.Camp. All plates are 1.5X3 except as note]. Z-Y 0 10 L-N 0 -34 Purlins A-T 0 -S! N-M 0 -9 In Ireu W structural Panels or ngd calling use pontos Up Mteraly more chords as fallwn: Maximum Gable Fenster Per Py pbs) C1nN Spxing(N oc) Slardid) Ecoll Gabbs Tena.Ccon, Gables Tore. Cont, TC 24 0.25 14.33 BE, 120 0.25 14.33 B-X 0 -171 G-S 0 -152 Apply pudms he any chords above or below fillers C-W 0 -140 H-R 0 -14 at 24'OC unless shaven otheryoute above. D-V 0 -19 1-0 0 -151 E-U 0 -14 J-P 0 -1% End Vertical Attachment F-T 0 -152 K-O 0 -1L Aital notched end ougiul(s)to real ant vertical sing(3)gy.10d Wx m(0.12WxYmedgun nails,or (5)pry. 15 Gave,7/1W Chain,2-11r length who staples,thmugh wide fax:a(3)gy.1&Gauge.P Crown(hormone).l-I)r length wire staples an aeN colossi ROTES: /r� 1.rooderuYndenel yi—oelmarr—moaom No ua m . PWalueelireMCKn:xccmranArq N44uu emnrg.iMWe BCs11m. 1// stood esoolln a wen lnemcnneaura nea Wo airolellnion. TH 2Max lemmoso,o.fromoe name dmM MJU.I...,Inc.Henda E,o. FbMe EnP^ew Euveor,W.]N]-sAsNMn Park CaW...so,ln'son il6 FL distil a.4d21 sea APEX TrueHouse PEN,goi E'N>6;Ea: mPE'N¢,1457 'PE Nal;bide •rd 88606 PM4 SEON:17491 IS I MONO MURPoIV RESIDENCE Oy:2 FROM: DIMFT01 wee tezola I ... 06" 1v 3'1"12 5'6"6 7'5"8 Ti-i 2'4"10 111.2 12 4 p DT 1"2 =8`X7— X8 111Y4 _6X6 E T W T f� G88gg PIY1 ED 17490IT16/GAEL MURRAY RESIDENCE py: t FRCM: ORW: GE01 WH1:2]3.OIba Pqe 1 bra I ... O6D8r1] �� mi nn 1—mn I m. an .ni Z_ p —ern Loamn9Cmer1ancip WMa CrbaHe Snow Cr da(Fa.PIin PSFI DeNCSICrIbHa ♦Maximum Reactions Pbs).wkPLF TCU 20.00 W iM Sld ASCE T-10 Pg:NA C:NA CAT:N PP Deflection in loc Utle6 11,a Loc R I U /Roy, I Rh I RL /W TCDL: 7.00 Speed 130 mph Ph.NA Cr:NA VERT(-L): 0.174 H 910240 U' ME I75 /03 I- 136 /61.0 BOLL: 0.00 Enclo¢um:Closed Lu:NA Cs:NA VERT(TLy 0.340H 4671W AOn92 /75 183 I- /- /64.0 BCDL: 5.00 Risk Catal 11 Show Oumbon:NA HOR2(LL):-0.0180 - - T /164 Des Ld 32.00 EXP:C HORZ(TL):0.042 0 - - O /162 NCBCLL: 10.00 Mean Height'.15.00 fl Code l MMC Clibda Cheap Factor 1.5 Wand reactiontaaetlrn MWFRS BOML 2.90 TCDL:4.2 paf BM9 Code: FOC M14 RES Mar TC CSI: 0.521 U Min Bry Width Hes= - LaaOOurelbn:1.25 BCDL 3.0 Pat TPI SW:2007 Max BL CBI: .9900 Min Bq Width Req s - sPMare:2a.9 MWFRSPe,allelDist:00W Rep Factions Hall Year Max Web OSl:0124 Beatings U 8 O are a agrd summer CBG DIM a:3.00PT83T:30(Oy10(0) Mfg SpatlmbM rM9 Ca : Mulmum Top Chord Forces Par Py(Iba) GCp1:0.188 Plate TypMe): Chorda Tens Comp. QgNa Tem. Comp. Wind Duration:L60 WAVE VIEW Ver.9.01.00E.0525.1] Lamber Wind A-B 100 -Wt G-H 310 -58] B-C 102 -665 1-3 378 -486 Top cho260, ValueSitrd 130(Efl2:T2fi 32.4 ) Wind molds norops on MFRS. C_O ZM -621 J- 3]0 -762 Tppcllortl 2r8 SP#2:T2,T3 SPM-2 p2: EM ex,tiwls,wl expoeeE to wlM preswre. O-E 3]0 -]82 J-K In -yaw Bm Webs2x 2vA'P p2'B12x45PM-30: E-F 2W -W K-L 192 .5IM Webbrwere a.-131 W212NiP Nm Additional owert NOYc F-G 316 -58] L-M 1� -fi94 Lumber IuMV20130' LE Uesgn values Tice overall height of Nis imsa excluding ove,ha,g is apprwetl l(!M'1013 by AL'C ttdd. mBdomp. Fannie Par Plym. Bradn9 C.M.CMrda Tens.CwnP. CMrda Tem. Comp. (a)Continuous lateral reatreint equally spacetl on U-T 25T-1502 O-P 1385 -2S manner. T-S 53]-31M P-O 579 -3007 S-H 1281 -2W O-N 248 -1465 PIHhq Notes R-O 31M -502 All plates are 3X4 exceµas noted. Fortin Maalmum Web Fercn Per Py Bba) Wens Ten.Camp. We, Tans.Camp. In lieu of structural panels or chip!wANg use purlins W leterelly brace clvJs as follows: A-U M -977 GAF 1@ -144 CMN Sionnegial 'Wr1(fl) EM(0) A-V 750 -183 AFAR 176 -251 TC 24 OW 23.91 U-W 1531 -281 AF-H 298 -130 BC w 000 23.91 B-V PZ -W AGO 4 -310 ApplypmlimWarry oMsan arbek fillem W.% 14 -28 AGAI l53 -2545 at 2P OC unless shown othemise Marys. W-Z 1S'9 3W 0-AI 1791 -379 CBIWr-ee Wacetl with continuous latarol bratirg M X-Y ]4] -IN AH-H 87 -M 2P ma or cgd ceiling. C-Y 23 -10 AH-1 HIS -2T! Z-AA 13 -5 AI-P 129 -1�8 LooB ping ZA15'8 -2Gi AFAJ 112 -588 Attic mom laaEirg hwn 3-11-]b 19-11-7:Use Load: M-AB ]49 -183 PAJ 2133 -40T 40 PER.Dead Load 17 PSF CeiMg:5 PER, D-AS 252 -3TJ M-0 269 -981 Kreewalls:2 PSF AS-T M -961 AJ-J 251 -3)1 AS-S 259 -453 AJAK 745 -182 AB-AC 115 -4R AJ-AL 1503 -254 BAC 130-IOf6 AK-AL t8 -2 NOTES' shoushb asnd nis vnM i'mo w+itowomr'nNml Lum9.psolaliuonnna9llimyuYw9atimm Ta. accom�mnp NSlrvu JrsAN.irc1We BF41L3. Am.Imposes,a lirhllwa on..v,rJ by 1.Ane mcMeY9y'no FldGe G/WrzKn. FbnW Emose Butiren No.]M]�0155u1bn 1.Own.Sub 102.JekvnWla FL=a-901 in,spa 11 ueHouse aE N'.rho\I JRE No eAnsourn rM pE No l!17 JaE W.9p:93cxlaM APEX NW13 PIY1 SED.:9490/T18IGARL MURRAY RESIMN4M Oly: 1 FROM: DRW: GE01 Wpt 2]3.01bs Pe9e2 02 / ... OMWI7 AOR 1900 -399 AL-AO 15@ -254 A(M 45i-'lfdd AM-K 21 -11 E-AD 106 -M A m 749 -155 F-AD 68 -44 AN-AO 14 -26 FAF 299 -138 AO-N 1498 -252 ADAF 1]6 -M p -L m -31 R-AE 3 -352 AP-M ]61 -107 MAG 4CV-2591 M-N 258 -9A Norex: r +.mmere.;,N�z�o,.�ro�em aoa ro,mwi.eo,. nm�oo�a�w,�ou�..,�omw,NT9 iN:u�ss erenre.ww.acsl+m. T= imaaau.am�i��na..iN ire,nr�ron�,a wRawoe��munm�. TFy 2.nLe�] �9Ybaltiaws n.me dmee MJU Fq�TeNmb9y I,�.FlaNa cuWntim. FbM.En61nx, l+ su:n.ssNo.]u].nas sww�P�x co�n.sm.wz.x�x.on„iN.rL azzza-sw.az+smo APEX TYueHouse '�M N '. �Na�' P�WIN fi8808 PIy1 SEDN:191MITIOIGABL MURRAY RESIDENCE 0ty: 1 FROM: DiGE02 W912)3.01ps Ppa1 W2 I ... 0640&1] ''1 IF--, n. e� ay w T rease V Wei E 1 - m. I +g ISH Hy im � a Faa+i Lpatlirp CNerla lm0 Want Cathode Snow CMeHa(ft."in Pss) DONC$I Criteria AMaxM1 M Reactions(Ibs) TCLL: 20.00 Wad Said: ASCE 7-10 P9:NA Ct.NA CAT:NA PP Dellxticn In Ipp Look Li, Loc R 111 law /ft /RL IW TCDL: 7.00 Speed 130 mph Pe.NA Cm NA VERT(LL): 0240H %9 286 U 19011229 1358 /- /193 ME Bi 0.00 EMkeee:Closed Lur NA Cs:NA VERT(61: 0.573 H 500 286 N 1801 1229 1356 I. 1- 15.0 Bl 5.00 Risk CaleB0y.11 S.Carl NA H0RZILL):0.155 D - - Wind reacAms Weapon MFRS Dm Ld 32.01) EXP:C H0RZITLI:0.363 D - - U WrIBeg WMNReq= 2.2 NCBCLL:10.00 Mean Hei 15+00 ft Cafelmwcc ria Creep Fal 1.5 N Min 0,WiJM ReI= 2.2 Sp1p8. 2,00 TCDL:4.2 paf Bi Cage FBC M14 RES Max TC CSI: O.944 Beannga U B N Fcpep=Mi Load Daniel 1.25 BCDL 3.O Fif TPI SM:2W7 M.BCCS1: 0.998 Mulmum Top CM1ortl F..Per Ply(IW) Spasm,24,0' MFRS Pam11e1 DIM:e W N2 Rap Factors Used Year Ma%WeECS1:p.875 CACDo1 e:3.OD0 FTIRT:30102410(0) Mfg Spetlfied Camber. Claude Teu.Comp. COaNs Tel COMP. GCO:0.18 Plate Type(ak A-B 213-1331 G-H 311 -Ml WiM Duretiam 1.60 WAVE,HE VIEW Vac 16.02.000.1115.11 B-C 235-1324 H-1 239 -IDB Lumber Wind C-D 251-1358 1-1 402 -1182 1361 Velue Set:138(E6ective Nt2013) WiM 1pahe hued on MWFRS aum additional COC E_E 239 -266 J-L 255 -I%M F 239 -2% K-L 235 -1351 Top cMN2x6SPk2:T2.T32x4SIR p2: embOreugn. F-G 311 -231 L-M 213 -1391 Webs 2x 2x4 SP p2 EM vedirab no exposed W wIM pressure. Websrx4 SP am-13 uses21 al peag pa Maximum Shot Chord Forwa Por Ply 11Lumbe . ap,mEdller M0i2013by AI-ea design values Chords TertsAomp. CharG-P Tem. Comp. apprmretl 1p0.2013 by ALBC U-T m -7% 0-0 2475 -210 Plating Notes T-S 778 -Bts P-O IRS -7112 All plates are l.5%3 except as ruled. S-R 2419 -324 &5 O-N -fi92 (")1 Na1e(s)require spacial,siccing.Refer to R-G 33% 0 scaled plate pId dela ke ka special posltiims, houeemems. Maximum Web Forces Par Ply(ed) Further Webs Tens Camp. Webs Tens.Comp. In her M structural panels or n9id wiling use Purias A-U 302-1903 G-AF 103 -145 to learally brave hMNe as mines A-V 1413 -192 AF-AH Ni 1191 CMN Sucin9(in me) Stan(fl) Eal U-W 644 -579 AF-H 329 .151 TC 24 000 2391 B-V 25 -71 AGO W -317 BC 75 O.CO 23.91 W-% 17 -62 AGAI 0 -&50 APtypornstoan,cMNsaMveorou lMrs W-Z 695 -577 DA1 1247 -330 0124.00 unless shown dM1ervalu abwa. X-Y 1,404 -187 AH-H 287 -56 Collar-tie paxtl who rentlnuolu Ia1mal breung at C-Y v -158 AH-I 253 -1251 2,F oc.m ni celfng. zAA 11 -82 AI-P 109 -7M Z-AB 670 -674 AI-AJ E4 -1467 Loa01n9 HAAS 1351 -1]9 P-M 1f32 -ZB Abe mom appear,frpn 3.114 to 19-11-7:LIve Load: DAA 513 -145 AFO 218 0 40 PER Deed Wom 10 Pi Centel 10 PSF. AB-T 217 0 M-1 519 -156 throatiness 10PSF AS-S 2628 -191 AJAK 1329 -179 AE AC 3n -1471 MAL 697 -657 AddNbnel Notes S-AC 1,06 -723 MAL 11 -A The ovmall hpi this those social weM1arg is AC-R 1M5 -310 ALAO 699 -630 1168. AC-AE 0-N% AM-K 23 -1W NOTES: f '.The Jmiq'nnW sulfiumtalmetar insiYlatim.Feti4mxln9rucEnxa:aomWm+R Wa Nn[<mmiq.I..BC5l 143, Nwle Instead P reenjr tienwith the artni4tlurg I%am Mrq Mutua0m. TH� tlrdVYnah 0 anamawn eylnM.TttM W lrc..MnuAw'Som Fl bF9n r R e�..�..a rxi 7x07.nos sworn ran cwn.swm aoz..Ianaon.eaeaszaza-eve azlsllo TrueHouse PEE".. ki PE.o h� PEW TT1107 P W sexpee APEX PIy1 SEON:191321T10IGABL MURW RESIDENCE Oy: 1 FROM: ORW: GE02 W91273.OI0e Pa0e2d2 EAD 241-125 AMAN IQT -IN FAD 288 -58 AN-AO 17 -82 FAF 35] -151 AO-N 893 -%2 AOAF 2N1.1191 AP-L 25 -]3 R-AE M -318 AP-M 1018 -185 AEAG 0-2511 M-N M -1905 NoiEs: f tTfiis OarvMBi+[ol aul4aml alone loe lrtslallaem. Pb1a.-Ilba.bys mnpanynp Wa aw OSMrg,IMWe EC51td3. snWE Y uuE In miprvrion cairn rfie arUileclual gena Nang Inslalylim. Tg 24ae TMmhByb a fipIbms lame[wnM by JU Aam TMroae,y ln[.,FlaEa CuaMal Fbny Enamser S�Mlness No.>s[z-mas smlo-�pan cow.spm wz,Ja[xaomiae,a s:2za.9]e.52Ts2CO p Mida&GNe['onN JEF .lym y'...Mm/ JayuNlneEROMVIE APEX TrueHouse pE No.ttB]9 PE No.5s5W pE Nn 110, pE Xa.MA99 WebsPIY1 $60W 177]]1 T23/GABL MURRAY RESIDENCE py2 FROM: DRW: GE03 WgL 113.41—s I ... 01M9811] hi Is a� C a>KN'le x niW'1 k y ��m pi u T s x o e o x M aIDl'1 9Y1 hill. LeaMrp Croado push Wward,Croeras above Croatia Ri in aSF) D1VCSI Charlie A Maxkmm Reactions Qi or'ei TCLL 20.W Wind SIU: ASCE 7-10 Pg:NA Cl CAT:N PP Oe0ecoon In Ix U,, VN Loc R 1U IRM, I Rh IFIL 1W TOOL: 7.00 Speed:130 mph it NA Ca:NA VT RT(Ly: 0002 5 999 240 V W 1104 112] 1- 1151 13.5 BCLL 0.00 Enolate e:Closed Lu:NA Cs:NA VERT 0.10 4 S 999 180 p 60 J18 137 1. 1- 1163 BOOL: 5.00 Risk CeMgo,11 Srow Duration:NA HORZ(LL):OWTK - - Wintl eactioOs eased on MWFRS Do.LQ 32.00 E%P:C HORZ(TL):0.188 K - V Min BM WAIT Res,= 1.5 Ni:10.00 Mean HeghC 15.0011 Coda/Mi Chassis Creep Factor 1.5 V Min By Width Req= - Sold: 2.00 TCDL'.4.2 psi BMg Coda:FSC 2014 RES Max TCCSI: 0.162 Bessing.V 8 V Fcperp=585PN. Lwtl Duration:1.25 BDDL:3.0 pf TPI SM:2007 MarBC C51: 0.092 Maximum Top Could To=*Per Py QBs) Specs,24.0' MFRS Parallel DIM:D M W Rep Factors Used Yea Mu Web CSI:0.195 C&CD,i 3.008 FTIRT:30(0)(10(0) Mg Spedfied Camber Chords Tele.Cohn , Clwrda To.. Comp. GCpl:0.18 Plat Twe(s): A-B 117 -112 F-G 255 -3 Wind Dimtion:1.80 WAVE VIEW Ver:17.01.0E.0525.1 T B-C 09 -06 G-H 199 -43 Lumbar AMM..l NOM. C-D 141 -59 H-1 141 -50 Value Set:13B E1fecti firlQ013' See DWGS A14015ENCI 010148 GBLLETIN1014 for D-E 199 -M 1-1 B9 -61 Tap clwrd 2x4 SP X9 gable wind braclng aro Met requirements. E-F 255 -Z! J-K 118 -110 Botchatl2a45P02 The overall height of this Nlss excluding overset,i5 Maximum But Chi Forces For Ply(Me) Webs 2a4 SP IS 644. Chords Tens Canp. Chords Tem.Camp. Lumber value set'13Y uses design values appceeU 15MO13 by ALSC V Bt -M 0-P TT .77 U-T ]B -TT P-O To -M Bracing T-S M -M 0-111 75 -75 Fasten rated soothing to one face ofih6 soma. s-R P -]8 N-M 74 -74 R-0 Tf -n M-L 71 -AI Plating Notes All plates are 3%4 each mthrow. Maximum Gable Forua Per Ply(fibs) (")4 plaints)require s neclal positioning.Refer,10 Gables Tem Comp. Gables Tens. Comp. scale]plate plot detuts for special po idoning ho,amments. A-V 00 -92 P-G a0 -8T B-U M -119 O-H 85 -TS Pudffi lns C-T -M N-1 T6 -T3 In lieu MNruclural panels or riga ceiling use purlins D-S 85 -]5 M-J 97 -118 to laterally brave clords as follows: E-R BJ -B! K-L ]9 -90 Chord Spacing(inhh) Stands) Erwpt) F-0 0 -254 TC 24 0.00 13,92 BC 120 0.00 13.92 Appy purlins to any chords some or below fillers at 24'CCunless shown otherwise above. Wind Wind loads based on MW FRB with mithdonal CSC emberdesign. NOTES: r f.T'n w ween is misulfioenlabrc to overvenst AEdiluminvalvawxwnPana^9 N'winsatlmeq.indufe6C511-03, stools!x uetl in no,wo unwith the s,rivaurx plerc Anna imWIaYm. Tgi MxTM Wy u. Ed w M tthpuW lrc.FYMa wWetim. I'veo nPrew Nu—W.T51T.e]u sNMn Pae e.vn,wile i0z.Lufuews,R]3Y ens b21 slab TrueHouse a xo wee PENo 1. IEZE savvy PPE Ma BWWMa4 APEX 66806 Ply :1 SE0N:iTF6TIT261GABL MURRAY RESIDENCE 0y2 FROM: ORW: GE04 z",09.21as 1 _. 06106117 ZB'1S 4H}2 6H',] aHY 11W 3RT 30',4 3' Y SS,O 4H�1 P11'9 9� b 4 1R v a P Gi4%N^1 i EI t Y J H an]f l a -I M7z z z,'+z eT• erre LoaEIIlp Change W Wind CrEi Snow CrNarla(PaR In pIm) DeWC51 C0Wda AM."..WeGix.(6a) TCLL 20.00 WIMSM: ASCE7-10 Pg:NA Ct NA CAMNA PPWagon in be Ude, Lot Los R IU IRw /Rh In /W TCU: 7.00 Sol 130 mph PF.NA Ce:NA VERT(U-): DOW 999 MO A 238 /07 185 1- 1175 /5.5 BCLL: 0.00 Endisure Closed Lu:NA Cs:NA VERTQL): 0.131 L 600 100 J 6111 /192 1543 1- 1- 15.5 BCDL 5.00 Risk Cataso,11 S1Mw 0uration:NA H0RZ(LLk 0.0218 - - H 450 /127 12201- I. 155 Des Ld: 3200 E%P:C H0FU!TLk 0.048B - - Wind ryecdalre based an MWFR$ NCBClJ-10.00 Mean HeWt 15.006 Code l Elise Criteria Creep Famac 1.5 A MIn Bq WIMh Rep= 1,5 SWfit 2.00 TCDL 4.2 psf BMg Code: FBG 2014 RES Max TCCSI: 0.645 J Min Bq Wift Req= 1.5 Lona]Duration:1.25 BCDL:3.0 psi TPI Ste:2007 Mex BC CSI: 0.364 H Min Bq AM Req- 1.5 Sppch,24.0MWFRS Pamllel Disk:W to In Rep FxMm Used:Yee Max Web CSI:0249 Baadngs A J.6 H consul=SBSed. CBO Dig 0:3006 HIRT:30(DY10(0) Mg Specified Camber: Maximum TopChong Form Par Ply(Ibe) GOP:0.18 Plate Typing: Maxim CiNod. Tems.Camn DIMMs To..Core, Wind Dumping:l.60 WAVE VIEW Vx1701.0DE.0525.1] Lumber A-B 54 -198 D-E im 'i% B-C ]5 -1R E-F 210 -AD Value Set:138(Elledive 6/1/2013) C-0 W -151 F-G 180 -453 Tap"Al 2x4 SP p2 Bud chord b4 SP 802 Webb 2x43P 113 Maximum Bet Clmrd Forces Per Ply(Ibe)Lumber value son a uses design values Grounds TaM.Cemp. Change Tens. Comp. aPgm'etl 1ADROt3 by ALBG A-L 1V -105 03 5] I E-I 2d -113 PMIM,Name L-H 1 -1 -H -42 K-J 15fi -103 All pinks ere 3%4 exceIX as noletl, l6 plmsexual e(s)oppose seal pxilMning.Refer to Maalmum m Web ForPer Ply aw (6a) Md plate plat derails for special pxpiening Webs TenaCgmp. Webs Tem,Camp. requirements. o-J 162 -289 F-1 174 0 PUHIns J-E 122 -43] I-G w -32 In lieu d strAmeal panels a ngM ondiy use pudins E-1 IM -74 G-H 155 -480 to laMnM brace drones as follows: Chad S,.ng(inoc) Smn@) EM(fl) Magmum Gable Forces Par Ply(top) TC 24 0.15 2035 Disease Tens.Camp. Gables Tens. Cane. BC IM am 20.25 Apply pudlns b any clnMs goon or peon Gllem B-L 57 -53 C-K 22 -M at 24'OC uncus among Otherwise above. Wind Wind leads based on MW FRS son addponed CAC memberdesign. Additional Notes See DINGS A14015ENCIOIO14&WLIETIN1014 he Table no bra., and oNx requirements. TM..If height ame buss excludilg wMmy Is 6-Scl. NOTES: f 1.l '"'e"is not aiMuml sons to inessim. PM'Norelino—fir axmtgenyilq M¢truss unions,irgWe 0 Sl1,03. dxxae M ume in—,—on wino the ancoleborg dam once imtaasan. TH 3 Fpex TerAmnerve a fielo—one are]by Jm Pan Trumbabgy Inc.Flpga Co[a sr]a Fcancer Buvnen No.]54]-4]a55ullm PMcwtsolew4Ja ,I..FL3R3a-BN,ez1.54W TrueHouse PE NU=M nnN Pic No,pu .No X45] .poesRW.ne APEX Ply.t EDN,177811 TSIGABL MURRAY RESIDENCE py: t FROM: ORW: GEN Wg1:36A lbs I ... 00IOBIl) X2'8- -1'2-4 —1'4--1 4 12 MP 1 E 113K4(- F T C f C o e e5XT(")A I G � H a3M ) -Big- 6'0' f• gg. � LUedag Cmsra am IN nd Creeds So.ClXOle Fare In PAF) DeNC3l Cdbtla ♦MaR / We/Ras lft fig.or- 1 '1 20.00 WIndSM: ASCE)-10 P,NA CLNA CAT:N PP Deflection in be UMB LM La A /U /Run IRM1 IRL IW TCDL: 7.00 Speed: Marra PF.NA Ce:NA VERT(I-Q. 0.004 B 999 240 A' 65 /20 /35 I- 112 100.0 BC11 OM Endpsuro:Dialect Lu:NA Cs:NA VERT)TL): 0.007 B M IN Wind mother based on MFRS BCDL: 5.00 Risk Category:11 Smmv Duration:NA HORZ(LL):-0.002 8 - - A Mln Big Width Req- - Des Lot: 32.0 EXP:C HORZ(TL):0.003 B - - Beadrg A Is a rigid surface. NCBCLL 10.00 Mean Haight 15.00 a CUM/also CHtera Creep Fiscal:1.5 Sol 2.00 TCDL:4.2lui Bldg Code:FBC 2014 RES Mal CSI: 0.117 Mexlmmn Top Chord Forma Per Py JIM) Load Dura0on:1.25 BCDL:3.0 psi TPI Std:2007 Mar BC CSI: O.an CMN, TmuApmp. Chance Toru.Comp. Steel 24.0MFRS Parallel ON:O to W Rap Factors Used:Yes Mas Web CSI:0.065 A-B Q -168 0-E 10 -71 CBC Dist a:3.00a FTIRT:30(l Mfg Specified Carer, B-0 26 -156 E-F 10 -22 GCpi:0.10 Pati Type(s): C-D 11 -102 Wind Duration.1.60 WAVE VIEW Ver 17,01.00E.05259 Lumber seasonal Notes Maximum Bet Chord Forms Par Philips) VNue Be':13B(Eeedive611/2013) Sea MISS AM15ENC1010140 GBLLETIN1014 for CMxM Tarpr np. Chards Tens. Comp. Top cased 2x4 SP K2 plate word among and Amer requirements. A-J 100 -21 1-H 1m -23 BM giant 2b4 SP p2 The..It Might of the truss exclWirg commarga J-1 1P -Zl H-G 181 -Zt Webs 2x4 so AS 2A iL. Lt Sutler 2x4 SP 113:BLOCK LENGTH= I SIDY Maelmum Gable Forces Per Py(be) Lumber value pet'13W uses merge Values Gabbs Tem.Comp. Gabbs Taro. Camp. apprwad 113N2013 by ALSC C-i 755 -133 E-H 154 -82 Plain,Heads D-1 Ai -53 F-G w -32 All plates are 3X4 mlcepl as rated. (--)3 pial require special pos Craning.Refer to reel¢d plate plot details for special positioning quirement,. Partial In lieu of structural pareb,or rgitl ceiling use purlins to abrally blare chards as follows: Clw Spedngl Sol Endl6) TC 24 -0.67 600 BC SO 467 6.00 Appy purt'Ins b any chords above or M1pw suers at 24.OC unless theme otherwise abase. Wind Wind Ideas base!on MW FRS with additional CBC member assign. Right and veniwl net exposed to wiM Pressure. H� NroOdTdESb: 1,T ¢ m wmiMtdYbsaire ..1dor9 iracons—proportion, dr,rd.aC511-pa. wrenvim.. ... .Nred.reireWblpn.T 2.PyexTMMOO/isefin'ew¢rwme unset IN Jx OgaTxnMpH lrc.FbrAa CvLaalYn. hxim Ecom er aedmallo1511-oT4,.1N1Fork cost.sure...Jaceir iAeIg222a.We 200 APEX TrueHouse Pe==-N-`h KNo 96ol vENows,y Fe No eoe a99�N 66801 PIy,1 SEGN:1n]5/T25l GAEL MURRAYRESIDENCE Oq:2 FROM: DRW: GE07 Will,29.4101 I ... 06'06,11 4z6 Sp'8 88'8 61r 4z'e r4' 1z 12 113X4('D 4 v C T e N A x are 33X4(") G F 13Xli, STore—� Lia T4' 17 sere i — sa-e She e Leatllnp 20.005 IWD Wind Bid: a Pg: Ct IP0.CA :Warl PIP MaCXbXa LMeHmum Rw/Re, /Rh /Qbul RL PLF T. 2000 Sp SIX: ASCE]-10 Of.kU Ci NA CAT: PP Defleagn In lac UXefl Il# H' R IU /Rw /- /RL 1W TCDL: ].01 Speed:rs: mph PI:NA Ce:NA VERT(LL): 0.019 G 595 280 Wind d religion, sed I- I t 1 /825 BCD: 0.00 Endwun:Gwa] L¢NA ed:cN VERTQL): 0.01]G 999 t8D A inBig Rem, MINIFFS BCDL: 5.01 Risk Category:II Snow Dumgn:NA HOn(LL):0.002 G - - q Min Brg Widm Reg= Did LX: 32.00 EXP:C HORa Fact O.1.5 - - BeamngA FcperP=X+Swi. NCBsoffit 10.30 Mean 1411111:15.306 CodeCods; BCcrieriaW1 CamarhgMT CSI l.5 SOMI 2.01 TCDL:4.2 pal TPI m: 200 BD 2010 RES Max TC CSI: 0,2]0 Maximum Top Chard!Force Por Ply Time Mbr,24.0 MFRS MF 3.0 pal TPI Sm: 2007 Mu BCCSI: 0323 ChanA-B Tem.Coin ChaiC-0 Tens. Camp, Spaarg:20.0' C&CDi Parallel c3.0OOiscagN2 Rep Factors l)(0) w MevSmokedCaWeb CS1 OH A-B 4 -133 C-D 11 -b CSC DIGc:i:008 PaloT: ails) 010) Mfg SpetlfieX Camper, B.G 0 -5] GCpi:0.10 Pgle Type(.): Wlrq Duration:1.60 WAVE VIEW Ver,1].O1 WE 0525.17 Mseimum Bol CM1ola Per Par Ply(Iba) Lumber AXXNcaml Name Cbaas Tew.Comp. Chords, Tare.Camp. Vmw See 13B(Effect.61112313) Sao DWGS A14015ENC1010148 GOLMTIN1014 for A-G 10 -23 F-E 1M -23 Top cM'X 2x4 SP#3 gable wind Breen, am other requirements. G-F 1n -Zt SO chard 20 SP#3 TM overall height W Nis,truss excluding overhang Is Webs 2x4 SP NO 232, Maximum Gables Forws Per Ply(Iba) Lumber value act'I 3W uses design values Gables Tew.Camp. Gables Tens.Comp. pprcved 1/3012013 by ALEC B-G 20 -IV O-E 62 -$ Plallnp NameC-F In -35 Iis pates am 3X0 except as noted. (")3 Pate(.)rego.special wsitimer,,Rela to styled place plot deems be spumml w.,t..ning requirements, Purlins In lieu of structural panels or rgid wiling use punins to Ims bra.cicalas as rollers: CMN Specialism me) Bring) End(ft)TO 24 0.15 688 BC 75 080 680 Apply pudica to any UONa above or below fillers at 24'OC unable sM1wm orromi.above. Wind Were leads based on MINFRS wth additional CAC emberdesign, Right end vertical net expo.d to wind pressure, NOTES: auTnmhvmruMMmmffi pnnd¢ cml ebrIl-mo. gWltimYiv4ic5m¢avympenyiy M®Nwe araM•rq.irtlWe BL$I1N, sMJEww]in mjuncOmw•Im lone ertaliMlurg pprsGulnB insWlelgn. TH 2apex TxhMgy u a fiAtiw¢mine cmtel 4y'e'apex Toresso too FWka camoatien Flue Enplrcv sopa No.]sal.4]455u1kn Perk rem,Suite 402,Ac\mmile,FL=4 eak,92190] N®IGMOLmrsLi PE.P exit pveA,Mumy Jle NHmeEROMeM APEX ueHouse PE r1a Ep9A pE 1b 6,314 PE Xa 71451 pEW EM93 68806 PIy.1 SEOW1]]83IT15IGABL MURRAY RESIDENCE Oy:2 FROM: DRW: GE08 Vl9t 1.2 has I ... OBal ore ITYPI E�4IH D 12 C 6 B� T0 N M L .:P- se, �2p, 1 B.wl IA 1 ae 4 _Wal ,2 me Loa6brp cinerea per; wmtl Cill snow Criteria bidi in Per) De0ICSI Criteria •Maximum Reactions(lbs),or'inl TCLL: 20.01) W Ind S!E'. ASCE]-10 Pg:NA Ct NA CAT:N PP Selection In los 116,11 tel Loc R IS IRI IM I RL IW TCOL: 7.00 Speed IN mph PI:NA Ce:NA VERT(LL): 0.002 A 999 240 R' 130 192 I]0 I- 161 132.0 SCLL: 0.00 Erolosum:Closed Lu:NA Os:NA VERT(TL): O.0O4 A egg 180 O' fib 111 131 1- 1- 1100 BCDL: 500 Risk Category:It Snow Small NA HORZ(LL):0.009 H - - K' 40 126 121 1- 1. 132.0 Des Ld 32.00 EXP:C HORZ(TLk 0.01] H - - Wind meclicns based.MWFRS Ni 1000 Mean H.,Im 22.29 n Code l Mlsc crterle Creep Faptm 1.5 R Min BM Width Req= - SOOih 2.00 TCDL:4.2 pal Bltlg Cool FBC2014 RES Mee TC GSI: 0.122 O Min erg Width Req= - LOMI Deratkn:1.25 BCDL:51)per TIN SW: 2C0] Max BC C01: 0.112 K Min Bry W itl.Req= - S 24.0' MFRS Parallel Dist 0 W h/2 Rep Farmer Used yes Mas Web CSI:0.095 Earnings R.Q.8 K are a ngitl swfaca. DaaM CBC Dist a:3008 FTIRT',30(Oyl Di Mfg SIJrefie6 Camber. MaWmum Top Share!Fomse Per Ply(lbs) GCpi:010 Plate Type(s)'' CMWe Ten.Comp. CMrds Tem.Carp. Wind Duration:l.fi0 WAVE VI EW Ver.17.01.00EA525.1] Lumber WIM A-B IM -133 E-F 321 .&I Value Se1:13B Efleetha N1=13 Wind leads based on MWFRS with Additional CBC B-C XI -183 F-G n3 -8f ( ) C-D 281 -Bi G-H 223 -105 Tap chord OSP 2 ember tlesgn. p.E 321 -BB H-I 1W -124 Bat chord 2x4 BP p2 LM and rgM cen8levers em expose0 In vend Webs 2.4 3P#3 W 1,We all SP#1: Maximum Bd CM1OM Forces Per Py(lbs) W$W32x60PIli See NotesLumber Olpr6s Tere Comp. Chords Tens.Comp. appromvrlu012013 B-uxstlngn values gable At neem, ENCther re 8Gment .N1pN Wr approvetl l/3N2013 Ly ALSO gable vnnuNw,g antldMrring, menti. R-O 138 -110 N-M 97 -T! Basin The overal heigortsht to solid muse, O-P 102 -76 Md 97 -R 9 TM Oveall M1ei9Mof this Vuu exclWin9 mainlining P-O Sy -74 L-K -71 Fasten rate65heaNi,g to one usedusedMhis Lame. 614O-N 9! -]3 K-J 1311N -1@ plating NWas Maximum Web Faces Par Py(Ii All plates are 3X4 except as noted Webs Tens.Comp. Webs Tens. Comp. (rs)-This plate worts for Win joints covered. A-R A I% J -K II1 -150 1"12pletteplotumns for Positioning 0-0 21) rise J-1 7s -¢] swk6 plate plot tletails for spxial pasihonNg trimmers., Maximum Gable Force Per Py(6s) Purlins Gables Ters.COmp. Gables Tens.Comp. In lieu M SVuatual panels or ngitl coling use Wdms C-P M -40 M-F 91 -B] W thermi bach re ards is to. 0-0 91a L-G 54 -50 Chatl Speci,ghnoc) Start(11) Enci E-N 24 -512 TC 24 -1.15 13.44 BC I4 4.93 I'm BC 1W IN 10.31 BC 44 10.31 1322 Apply pu les to any chores above Or bebw fillem at u'OC minas shown Nbewnse above. NOTES: �'� 1.TSB mm..:na is mol ,n.melon./srsaln Its.iAnwm:mnn,.a<�mrnvina lNeuwaaw,q.imwr acsllw. mrele pn rosea in�imnnpn.an he m�ilxwa pBa amy mwnmmn. Tg 2Ape+Ttthxodyin a raiere,n,m,o~mal by JAI Apex TeCvwkgy ler.Flaaa :wP afro Rome,Enljrew 8—rte.]5,1]-47455unm Park Lou0.Su,e apt.Jxk¢onwb,FL R .9d 821.52W FE..aibrrtY IeOrry spi Wnk971457 11 Ne,a EPrvMeM APEX TrueHouse PEM,6939 EXa S,5+6 PE XO lH52 PEW ,0999 6fi808 Ply.t SEO141]T85IT91GABL MURRAY RESIDENCE Ory:2 FROM: DRW: GE09 Wgb 22.41ba 1 B pre 4Gre ata 17 12 4 v P3zq—D c B IISXN^)A G F 33X4••) YPB S +Leadi43'8 B TCLL: Criteria 1paB Wlnitrhada Sam P,NA Ct:NA ,CAPSN) DSWC31CNleds AMWmum Raac/Re, iRh or•=PLF TCDL P0.W1 pip SM: ASCE]40 R. NA Cb NA CAT:N VERT(L ): 0.0 IB Udell 2 Lcc R /U 135 IRh 165 /W TCDL: ].00 Speed: LW mph Lip NA Cap NA VERT(LL): 5.001] B 999 240 p 85 /15 135 /- /65 /SS BCLL 0.00 EntsRise Catedr,H Lip NA Ds: :N VERT(R): 0.0148 99g 180 Wind 51 /28 033 /MOTHS /48.0 BCDDay 5.00 Rink Calegayal Smw Duration:NA HORZ(LL):0.0038 - - A MIncMmWi dthRw, IS Des LotCL 32.00 EXP:C HORp(TL):0.105 3 - - A Min Bq WItlM Rea= 1S NCBt 10.80 Mean Height 21.35 It CodBUg Cods:FBC201 CmpFlNdm t5 A Min Bq AFF Rep= - BOMC 2.00 TCDL 0.00151 Tel Std: M7 02014 RES Max TC CSI: 0283 BxdtgsABA FCPorP'585psi. Wedi24,0:t25 BWL:30 Pof TPI Sb: dsU Max ED CSI: 0.090 BPod�g:24 0' MWFDi P:3.00 DIN:O b N2 Rep Facts Used:Yes Max Web CSI:0.082 Maalmum Tap Cha. Forces . Ply e.C CBC Dist e:3.00 ft FTIRT:30(OY1010) Mfg SplxMetl Camber. CIwNS Tam.Comp. chorda TBm.Dam, GCp:0.18 Plate Type(s): A-B fl -113 C-D 5 -22 Wind Duration:1.80 WAVE VIEW Ver:1].01.00E.0525.1] B-C 28 -110 Lumber Mdllbnal NOM Value Sec 13B(EReelive 61112013) Base DWGSA14030ENC1010148 GBLMTIN1014 far MCMmum BM Chapel F— Pw Ply(Ibe) Top chord be SP#3 gable wrap trading and other ralubemenls. CM1orda Tens.Canp. CMrds Tem. Camp. But chond 2x4 SP M3 The overall height M Mis Was mapping overhang is A-F a -11 F-E 0 -1 Webs 2x4 SP 0 2-2-2. :LI Slider 21W SP d3:BLOCK LENGTH= 1.500' Mulmum Gable Fare.Par Ply Qts) Lumber 1 a20l3 am y uses design values Gables Tem.Comp. GeNea Tena.Cramp. approvetl 1IJD20t3 by ALSC Plming NotesC'F 3'6 -1600-E 23 -10 All Plates are 3X4 moopt as noted. (")3 pistols)regube special PosiBmning.Rehr b swhtl plat plot details far special poar onin, racurpeoperes. Purses In lien of sbu[lural panels pr Ngid adding use Pu sins Up laterally brow cMNs as follows: CMN Spacinglinac) Stedlfl) Erl TC 24 D.BB 4,46 BC 54 0.00 4.46 Apply purlins to any cMrds appose or below fifers at 24•De unless shown otherwise aMve. Wind Wind Ingle based on MW FRS 1NN atltlb'mal C&C membereesign. Right and vM.I rat almond to wind pressure. NOTES: r �.m�ednesi 1.nmwnooartamratwwdided..nmmaaal la.l,uruma avnawmdne N.ma.dwaaa,inalea aC5t1-03. oultl¢e usN imm�ry 1pn Mp qa ertAila9val lana Juang IntlalMllan. TH =M1Apen]ad «m l.aasaNmnamammeda a,arn � Im.H�,iComorlpap,ro,aEmw_, p,empaaw.]ea].4145wuo.P.+ pepasal.4m.I.okaop oa12iI.-aM.e11. Q Miemell G perowed I.,Pgma— Derek B MiJen arm E No.rue oa�e PE W.601 pE N.5a5M pE No 11.1 PE No aWa9 SINS Pyo $EON:17M I T33/GAEL MURRAY RESIDENCE Oty:2 FROM: DRW. GE1O Wgb1B.2law / ... 06iU811] za- ra' eM a C T U 9 � B F 65"q 7� isadi --ra'—� r4- z Loading CrXerw 1pot Wand CrBerlaSnow LrR lPawtPSF) DaNC5l Critrla •Maximum Reactions ii er'WLF TCLL: 20.04) Wal ASCE 7-10 Pg:NA Cb NA CAT:Nfi PP DelleNan In ec UUMI IM Loc R It) 1 Rw INN I RL /W TCDL: 7.00 Steel 130 mph PI:NA Ce:NA vERT(LLT GOOD B 999 240 p ST 118 144 /- 126 132.0 BC11 0.00 Ereosure:Closed LVNA Cs:NA VERT(Ty: 0.0008 NO 18D Wind repeaters based on MFRS BCDL: 5.00 Rte Ceegorl 11 Snow Dumaton:NA HORZiLL):-0.000C - A Min Beg Will Req= - Des Ld. 32.00 EXP:C HORZ(RY-0.001 C - - Beal A Is a right su b ce. NCBCLL:10.0) Mean Fail 15.04)R Code I Mho CMeda Creep Factor 1.5 Soft 200 TCM:4.2 pill BM9 Code:FBC 2014 RES Max TG CSI: 0.041 Maximmn Top Cho.Forces Par Py(IM) Load Duration:1]5 SCM:3.0 pill TPI St: 2007 Max BC CSI: 0.022 Cannot Tens.Comp. Chords Tens.Com, Statical MFRS Parallel Das:010 W Ron Factors Used Yes Moc Web CSI:0.033 A-B 33 -91 B-C 22 -37 CBC Did e:3N 130(01 Mfg Specified Camber Gcpi:0.18 Plate Type(.): Maximum Bot CM1ad Forces Per Py plre) Wind Du. 1.50 WAVE VIEW Ver:17.01.ODE.0525.17 CMNS T.ImCan, Chods Tens.Comp. Lumber Additional Nets A-E P -21 E-D 99 -32 Value Set:138(EllewAye81112013) See DINGS AM15ENC101014 p GBLIETIN10141or To cvx ldh SPC3 gable Mese eadrg and otlrer requirement. Maximum GabN Forces Per Py fib.) BolUatL SP103 Tile overst hei W the OWN excluding weM1arg is Gables Tens.Canp. Godes Tom. Comp. Webs 20 SP 0 24-00. :Lt Sirer 2x4 SP Qp BLOCK LENGTH= IASP B-E 112 -R) C-D 48 -39 Lumbervalueset-138'useadesgnvaluea apprmad 1/302013 bYALSC Plating Notes All plat.are 3%4 except as tutee, (")3 plats)regNm special pmpbonirg.Rear to scaled pate qa details far special devlronmg requirements. Pudlns In lieu d structural panels a rigid coling use burins to laterally brats oohs as allows: DIwN Special oc) Sul End(0) TC 24 000 2.67 BC 32 000 2.67 Apply WRuv an any UONs above or below filles at 24'OC unless shown otherwise above. Wind Wird Ideas bas.on MW FRS with aW itional C8C ember aesg, Right end vedical not exposed bewind pressure. NOTES: / ) l.m'eeraww94 nN,urio[mmmerm intedwa. spelo... ..... mp,[vin9 uv[Iw ertxirn.ir4W.BCs las. [r�wee[ww�m.nrnnw.iuw.1, imIpw d,me.ns mwuni[n. 2.Omp Txannal a alcE4nnnene bxree b/lugwa iMndyY In[..Flonp Ldlrnlun, Rain Erarer e� & ew No.]Li-4745 Si Pak Cwn,5ui1,402 b uisix fie Rpcctbt H.I SAe APEX ilu House allN.'sal PE N. PNa;I57Y lIIEN 1�ri M,�k 88808 PIY1 SEON:1]]01 I T34 I GABL MURRAY RESIDENCE Ory:2 FROM: DRW: 'Ell Wgl9.8IW 12 9 [7 B 3X4 A 20 iG oT I�I 111111 r �9'1"2 1113X4(") 1'0"8 z H I.PemneC .00 b� WlM ad: A RIF Saw Ct lPp LAIn PSE) DaNCBIht P,in LMaxlnlu11 RsxIRN, (IN) ?Rh TCLL 2000 WPM 51I ASCE]-10 N. NA CC NA CAT:NJ PP Oelkmao in lac t/dnfl LM La R /U IRw IRA /RL IW TCLL: 7.00 Spaed130mph PCNA Ce:NA VERTILL):NA C 82 120 /52 l- /30 /14.8 BCLL: 000 Ebopull Ca:Gawp Lu:NA G:NA HOIr L):NA Win0 readiD,Is bated an MFRS SCOL 500 Risk Glegoryal Snow LuaSon:PIA HORZ1Ly:-0.000 B - - A Min Big Wldlh Rep= 1.5 Oat,Lp: 3200 EAR:C HORZ(TL):-0.0008 - - ByPA Fcpera=5111 NCBCLL:10.00 Mean Hagld:15.00g C imwccftria Creep Fai 1.5 SOMI: 2.00 TCDL 4.2 oaf Bldg Coda:FBC 2014 RES Max TC C51: 0035 Maximum Tap Clurd Fercn Per Pry(la) Land Durapm:1.25 BCDL:3.0 pg TPI SM:20W Mm BCCSI: 0.013 Claims Tens Comp. Sparked:24.0' MFRS Relays DISC 0 to hP2 Rep Felon Use]:Yes Max Web CS1:0.015 A.B 30 -37 CSC Dial a:3.00 It FTIRT:30(Oy1010) Mfg Spadfied Camber Getion I WAVTypds): MaxMum Bot Chord Forces Per Ply lbs) Wind Dureliam 1.80 WAVE VIEW Ver.1T.01O0E.0525.17 Chmps Tens.Comp. I.Imbn Value Sd:138(Etrodroa 8112013) A-C U -14 TOP coved d! 2x45P N3 Met..Gable Forus Pere ba Bots22x4 BP p3 IYI I Webs2x45P p3 Gables Tana.Co-M Lu Lumber W",BLOCK LENGTH= 1.111' B-C 47 $S Lumbo,values 'uses design values apprmsd illhROf 013 W 3 by gLSC Plating Notes All plates are Ma--)except as med. (")2 plate(s)repdre spent positloni,g.Refer b aaktl plate pld dshoils for spacial ppsdlanllg nex,remenls. Failing In lieu of slr.W21 paneb I III Pa it,use pmli,n to lmarolly ace Prompt,as follows: CMN Speorg(inac) Slarllfl) Exaft) TC 24 4.03 1.18 BC 15 403 1.18 Apply pu me W any choNe above or Le.fillers at 24.OC unless ebawn oNmwise gave. Wind WPM baps based on MFRS vnM emotional C5C monmeophourm AddRianal Nelea Sae DINGS A1401SENCI 010148 GBLLETIN1014 be ,able vard batl,g and bier npuinmenls. The overall Might of this bate euJW'mg wmmon,Is 1-60. NOTES: /f� t.tn¢amxi,pmno,.1ovenitlby kamemtim.Abbilnnal in ..... x¢mppnv^a lNv u,m a,ari,q.PMWa eCSIIN. tC/ uwaee�.ammavaNen„u,mra,mnnav,a w.1.1.. not—mioa. Tgy.T Nm g lea GYwv a v m Bram Aa..TeTmbg In[ Flondara{palm. Fltny Engraver B�w,at vo.rum.mss smwr P"m coon,s:m wz,agaaoml..n ung-sba axs2oa TrueHouse IFNNo&WW p Ps„� „o„u ;�.. aril APEX 66666 try SEONa91281 T20l GAEL MURRAYRESIDENCE POry:2 FROM: DRW: GE12 P/gl:].0 1 I ... Stil ] 14 ViV 1'0'4 12B 97 T 3X4(B1)A m So 4}T1-4 �i9194 1� 1'0'4 Loading Creme ons, Wind Citibank Smw inhairla(Po.N in pi Ori COerla A Maximum Reacllens llba) TCLL 20.00 Wedge: ASCE]-10 Pg:NA CL NA CAT:N PP seasonal M lea Uda6 L/N Loc R 111 I Rw I Rh I RL IW TCDL: TOO Speed 130 mph PF NA Ce:NA VERT(LL):NA C W 122 151 I- 131 )143 BOLL: 0.00 Emission, Closed Lm NA Cr:NA VERT(1L):NA Wind reactions Eased on MWFRS BCDL 5.00 Risk Category:11 Snow Duraran:NA HORZ LLF-0.000 C - - A Mln Bry W qN Rea= 1.5 Des LO: 32.00 E P,C HOR TL):-0.000C - - Beamg A popery=Mebal. NOBCLL:1000 Mean Heii 17.01 ft Oap I also CONda Creep Rectal 1.5 SNfa: y Ip TC 4.2 psi Bldg Coda:FBC 2014 RES Mex TC 051: 0.015 Maximum Top Could Farces Par Ply(lbs) Land Dayton 1,25 BCDL 3.D psi TPI Sid 200] Max BC CSI: 0.011 Chords Tens Comp. Spaaimg:24.0" MWFRS PamIId DIA:0 e hi Rap Factors Used Year Mex We CS1:0.013 A-B 16 -26 CSC Dist a:3.6011 FT)RT:301 DID) Mfg Specified Camber: GCpi:0.18 Plate Ti Maximum BM Chord Forces Per Pry(lbs) Wind Oumb.:1.60 WAVE VIEW Ver:18.02.000.1115.11 CMNS TemAomp. Lumber A-C 43 -14 Value Set:138(Element,Barz013) Tap chord 2x4 SP R2 Maximum Gable Fomes Per Ply(es) But proof 245P#2 Gabes Tmd.Cam, Wabs 2x45PM Lumber value set'I 3B'uses design values B-C 36 -n approved 15P2013 by A-SC Plating Notes At plates are 3x4 exrepl as noted. Puffins In lieu of shucWml panels or Hill park,use purer to Ime211y brace mmNs as follows: CMN Spacinglin al Slai Endi TC 24 -003 1.16 BC 13 012 116 Apply paths m any chorda above or below fillers at 24"OC unless shaven dhermas aunt,. Wind Wind loads based an MWFRS wit additional C8C ember design. Additional Notes See DINGS A140MENC101014 8 GBLLETIN1014 for gable no con., aM aNal re0uiremenb. The overall height of the Wss excluding aveTng is t-3A. NOTES: I. drarsafteria casmminn maiinala1 l . This � sesian. mcdcpacersauarand per, nlrapamxn T 2 ,as Te arse,a.,name al.by ame Tttfmbgr,Inc.FMaa Cwlnntim Fbaa Egreas 8—Ni7UT474551Pars pwa.Sam'kc.axkaxnMlle.R322 restall d APEX TYueHouse PE.6".maxi PE Na.Soh Eo-N45iy PE.a.W aN PIy1 SE011;1742S/T56/FfAT Mali RESIDENCE Oly:2 FROM: DRW: DEWS Will 76.6 IM I ... 0840M1) 3'8"2611" 10'1"14 13'10' 2 3'2.14 37"14 3'8"2 =4X5 1113X4 4X5 =6X8('•) A B C p E T a 1113X8 WW6 PIYI SEON:174211T201ha0NO MURRAY RESIDENCE Dy:6 FROM: DRW: "I WgL 16.1 lbs I ... OWN17 B 12 I03X4(ee 9 7 in 1113X4A W2 T 11+772 TENS 113X4, 1113X4 2'8- Lancing Cripme(W WNtl Croatia Snow Crlbrls lFp,R n EE OaNCSICrMrla ♦MaM [ um RM aactlO (lbs) TCLL 20.00 Wind SW: ASCE]-10 Pg:NA Ci:NA CAT: Pp De adds,in Ib,Used, LM lust IU 1 Rw IM I RL IW TCDL: ].00 Speed 130 mph ETNA Ca:NA VERTILL):-0.000 B 999 240 D 9g I- 137 1- 168 15.5 BCLL'. 0.00 Eb,bn:auClosed Lu:NA Cs:NA VERT(Ty: 0.0008 999 180 C g0 169 IBD 1- 1- 11.5 BCDL 5.00 Risk Category:11 S.Dpnt.n:NA HOR21 4.0118 - - Wind posters;based W MWFRS Des LLL 32,W E%P:C HORZ(TL):4.0158 - - D Min Big Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 R Code I MNC CrbaN Creep Fanw 1.5 C Min Bm Wd.Req= - SOIM: 100 TCDL:4.2 ped BWg Col FK 2014 RES Max TC CBI: 6200 Bearing D Fcper,=565psi. Ill Dumb.:1.25 BCDL:3.0 psf TPI SW:2W7 Max BCCSI: OA13 Speorg:24.0- Wil PalDO:0 W hn Rep Faaas Used:yes Max Web CSI:0.005 MNdmum Top Chord Force Per Py(lbs)CBC Din a:3.00A FTART:WIOYIDO) Mfg Sibilant Camber: Chorda TeneComp. GCpl:0.18 Plate Tyye(e): A-B 42 -12 WindMm0on:1.W WAVE VIEW Vor 17.01.00E.0525.17 Llenbem BM r Hamatum unche FI I.Pa Must) Value Set:13B(ERediva llCkada Te25Aanp, Too chow h4 SP 93 D-C 3 -6 But chord 2x4 SP 93 We1,6 SP#202 2x4 SP 03: Minimum Web Forms Par Py(IM) Lumber value set-13W uses design values Webs ToreComp. Webs Tera. Comp. approved 1IM2013 by ALSC A-D 5 -W B-C 100 -T! at Bting Fasten rated sheathing W one fate M the M1ame. Plating Notes b, 1—)2 plates)require special sitioNng.Rehr to sloped plate plat debits for special positionirg requirements. Purlins In lieu M stmctuni panels or rigid ceiling use burins n latentome,m tly ooms as fdlowx'. Chord Spednghn b,) Shin) Endlb) TC 24 0.002.5T BC 32 600 261 Apply pudina to any chords above or bebw fillers at 24l OC whss shorn o.esmay,above. Wind Wind losses based on MWFRS rMh additional CSC ember dngn. Right end ventral not exposed.wind pressure. Additional Nolvs The overall height Mgis Was excluding winters;is 3LL. NOTES: r t.miedrwnrNianm s�mtnm alone ro�inat,llatnn. Authionlimtmrnn,.atmripwlyirNseta Wse manOiwwas t.oa. Nw4nwdin mninnclion:ln la armnemrw qaa wrap imtallatnn. Tgi 2,spin,Temook, a flclnrue tame wmM In.1av AIRKTxArokgy Inc.MEa Cvgratim, Fords Ergncer, Bugrl .,1N1.414s5NM.Court,Su.I..MCMmmie,IFIL=4-901d2152i0 APEX DoinkTYueHouse E W Qfi. S. a M E X B11. o.houn93�m4 66806 Pit,I SEON:1]415IT12/MONO MURRAVRESIDENCE Oly:B mom! DHW: 302 Wild:25.21bs I ... 060617 12 1113X4(•• B 4 p ah Zia fV 6T�5 =3X4(B2)A 1 10'1'2 1114X5(• 6'10% 6'10"8 Loadrq CrBerla ang VIA dCftda SrroN cr da lPo.w HPSF) 13N0C$I CaNds ♦M.A..Subsidies.Obs) TCLL 20.00 WI:Si ASCE]-10 Pg:NA Ct NA CAT:NA PP Dafiedbn in ked Udd Let Lo[ R IU /Rw IM IRL /W TCDL: 7.00 Speed:130 mph Pr;NA Ce:NA VERT(LL):NA A 228 /55 /119 /- /01 I5.5 BOLL 0.00 Easosure:Closed Lu:NA Cs:NA VERT(Ty:NA C 219 /35 /124 /� /- IIS BCDL: 5.00 gisN Cetegpy.11 S.ourelgn:NA HORZ(LL): 0.011C - Wind reactions based on MWFRS Des W: 32.00 EXP:C HORZ{R):0.020 C - A Min BM WION Req= 1S Ni 10.00 Mean Heigh:15.00 it Cade/Mlsp Criteria Creep Fads:1.5 C We B,Width Req= SaS4: 2.00 TCDL:4.2 per 8182 Cdde: FSC 2014 RES Mas TC CSI: 0.690 Beam,A Fees=585,0. Lead Duari 1.25 BCDL:3.0 ps1 TPI SN:2007 Max BC CSI: 0.353 Spadt,:24.0MFRS Pare11M Det 0I W Rep Fedora Used Yea Max Web CSI:0.337 Maalmum Top Chore Fames Per Ply Obs) CBC Dist a:3.0011 F dhrT.30(OV10(0) Mg Spedfied Camber Chords Tens.Comp. Gi 0.18 PIasTymms): A.B N .Ip Wind Duration:ISO WAVE VIEW Ver.17.o1.00E.0525.17 Lumbi Maalmum Bd Chi Forces Per Ply(lbs) Value Set:136(ERedive Wl=l 3) Chords Tem.Comp. Tap chord tad SP 92 A-C 31 -38 Bot dmrd 244 SP 92 Webs ry BP ip Maximum Web Fomes Per Pty Pbs) Lumber value MI3bii t-S design values Webs Tens.Comp. aPpmvetl 1x3012013 by ALSC B-C 6 Passing Nature -169 ('-)2plde(s)requireapeclalp itning.Rderb smlWpldeplWdeW,Isbrape[Ia1p idoniW requlremeMs. Funds In Iiau W aV ress c panels or ngiE reify use Pttliw W l ixeddl Ua x chords ) Idln: CMN Site 24 aq giants)0. 0Ennis)6,8 TC 24 0.00 688 By 75 0.11 6.88 the Apply potline to amunless shown chords above or ows. IJlers 4124'OC unless slwwn dhenvise above. Wind Wind same base!on Mai with additional CSC amber design. Right aro vertical has exposed to wind pressure. Additional Ndec The ovmall height W this Vuas swuhing o amang a 2-413. NOTES: � I TibhMRiamtsurcent alcn.MhXYheun. TMNanal ir¢Yu[4m.acunWMa91N,Ywa 4nrAre.itdWa 9C511.eJ. dead ee.nounew,am me aim ie Bass IMane whos iwsemm. Tg uswe TeWW;vis-ableeruse—11 Ju Arne NoToxxwo c Per.Comalner.Engix ]MEF 4]Am P"n�w e02A[s� I91,5d TrueHouse Nreresisdame, osoiaiw E RmW M APEX PENe..4 PE Noi 71457 PE Nn W e WW6 pyt SEON:17417IABIMONO MURRAYRESIDENCE Gy: 10 FROM: DRW: JOS Wg[11.21ba / ... 0&0&1] 12 4 p 1113X4('" 1 B T 1n =3X4(B2) A 11ar'z K�:---1113X4(' 3' 3' "dlnp CdIihallf Wlnd CrMda Show Call(Odle In P5P1 Ds&CSICMda Mead um Reaoll0n.(Ibs) WIN.00 W In Std ASCE T-10 PA:NA Ct NA CAT: PP Deflection In lawUdd6 1/X LOC R /U I Rw I Ra I RL /W TCDL: 7.00 Speed 130 mph Firm Ce:NA VERTILLB NA A 101 123 152 I- 135 /5.5 BCLL 0.00 Enclosum:Closed Lu:NA Cs:NA VERT(]L):NA C 0 /37 153 1- I- I1S BCDL: 5.00 Risk Category:11 S.DumSon:NA HORZ(LL): 0.001 C - - Win reactions based on MWFRS Des Lel: 32.00 EXP:C HOp2(IL):door!C - - A Min Bq W MM Req: 1.5 NCBCLL 10.00 Mean Imight 150011 Cads/MMC CiNeda Creep Fader.lS C Min Big WMN Req= - SOML 200 TCUL'.4.2 psi Bldg Code:FBC 2014 RES Max TOCBI: 0.2]3 Beam,Apromise=565psi. LoadDramon:1.25 BCDL 3.0 prof TPISM:2W7 MmIBCCSI: 0.110 Maximum TOP Chord Forms Per Py pMl Spacing:24.0- MFRS Phrase!Dist:O to y2 Rep Factors Used Yes Max Web CSI:O.OT] CSC Did a:3.004 FTMT:301 MIN Spotlight Camber Climate Ters.Com, GCpi:0.18 Plate Typeis): A-B 17 -43 Wind Dumllpn:1.0 WAVE VIEW Ver 17DI OBE.0525.1) Lumber Maximum Bot DadM Panels Par PI,(the) Value Set:13B(EXeclive&12013) Cards Ten.Comp. Top chord 2:4 SP 0 A-C ] -12 Bot chord 2x4 SP 113 Webs 2r4 SP US Maximum Web Forces Per Py pang Wmber value No'13W uses design values Webs Tens.Comp. apprrneci11311,1013 by ALSC B-c Ire -]4 Plating Notes (")2 pleats)require special pmi1w irg.Rome, scale]plate pIIX Names bar abroad positioning mquaamenls. Parties In lieu of sVucNral panels Or rigid caning use prime 10laterally brew chords as follows'. Chord Spacing(m oc) South) Eudgm TC 24 0.00 3.00 BC M 0.11 300 Apply durum to any GpNe aGOva or borax fllme at 24.OC unless shown otherwise shows Wind Wind loads based on MW FRS with additional Cac ember design. additional Hot. Tae oversu height of this truss excluding wemaig is 1&5. NOTES: r 1.TNs4rai.Ne.-msuMaenlalm.mrinsrYleuan. PMI(ma myNCEmvawnaanPy In®nuss ar.mig.�MWa BC511-0] 511oulfbueM in m9uMion wird me arcnilMurY{Ima Wirg inLYleticn. Tgi 2.RPox Tabani" yN.Ide.nam.—net MJen Fre I.On,Ins.Foch Gwhp ton F Eigmw Buis—No.15C1.41F5 Saw Part cnun.Si 402,Jackeri M xb224-Me 821 SwO APEX TrueHouse Pshows'W&39b� s,I ,,y PENoireeeE possand BBBOB Py.1 REGI:1]419/MIMONO MURRAY RESIDENCE Oy.3 FROM: ORW: 104 W9t 10.5 ga I ... 06WJ11 12 B 9 1113X4(--) 1113X4 A wit TW2 113X4(-*) 9'1"2 1113X4 C 1'2"8 112118 Loatling CMerla lqM p Wind C] row la Sam Clients Fall in P$FI DeMCSI Criteria ♦Mazlmum Mbm Ra (Ibs) TCLC20.00 W h Std: ASCE]-10 PB:NA G:NA CAT:NA PP Defie ban in 1.Wild 1.1I LOC R /U /Rw /Rb 1 RL 1W TOOL: 7.00 Speed: lap mph Ii NA Ce:NA VERT(LL):-0.000B 999 240 0 41 /- 120 I- 130 /5.5 BOLL: 0.00 End-sure:Closed Lu:NA Ca:NA VERT(¢): 0.000 B 999 180 C 41 140 140 1- l- 11.5 BCOL 5.00 RM Glei Il S.Deal NA Hi 4.013B - - Wind reaWOM Wood on Mil Des Ld: 32-0 E%P:C HOR2(TL):-0.01SB - 0 Min 8,Width R,= 1.5 NCS=:10-0 Mean Height:15.00 IT Coda I MMC CNteda Creep Factor.1.5 C Min Big Width Req= - Sai 200 TCDL:4.2 all Bldg Code: FBC 2014 RES Max TC C31: 0.053 Beating D Fcpem=565,, Leatl Durefion:135 BOOL:3.0 pat TPI SM:2007 Max BC 051: 0.08 Spent,24.0MWFRS Parallel One:0 b M Rep Factors Used:Yea Max Web CSI:0.023 MaxMum Top Chem Forces Per Ply hi CBC Deal a:3w ft FURT'.30(DY10(0) Mfg Spedead Camber. Chards TadsCan, GCpi:0.18 PIMe Typelsl: p-B A -39 Wlntl Du WAVE WAVE VIEW Ver:17.01-DE.0525.1] Lumber Poolna Maximum BW Chad Forces Per Ply(its) Value Set 13B(Eflectiva 6e1e201 J) In lieu a slruGurel panels or rgid ceding me parllns Chorda Tens Camp. Top chard as SP g3 10 blerelly brace chards as hllows: 0-C 1 -3 Bat chord Id SP p3 Chem Spacinglin act Sta0(g) EM(0) Webs 2x6 SPQ W2206P0 TC 24 0-0 121 LumCer value set'13B'uses design values BC 14 000 121 Maximum Web Fo]cas Per Ply(lbs) approvetl l]J0201J by pL9C �24 OCins heaanychhndsaabove orhovelow fillers Webs TeeaAomp. Webs Tem. comp. a A-D 0 -38 B-C W -34 Bncln9 Additional Notes Fasten rated sheathing to Dere kea plthis fame. The overall height of this buea widening ovemaeg is Plating Notes 1-10-14. (")2 Nautili recce—pec'Ial posear ,Refer, caled Plate plot&S its,rapec'lal positioning requirements. Wind Wild leads based on MW FR3 with additecal C8C amberdasign. NOTES: r 1.TNawann06nm.uNdeNanis.mlmaeon. adeiamamimsclNsam.mpamrdlaNwaadr"retC$I... amddwu:ae'n evlmdunwilnlw aaeimal�.ai W.ae.;m�nsalallon. TH 2Aws Techwee i.a 0cti nam.--r,1.Ppen Trouni Inc.Flgga CapaWbn Farm Enhinett Business Na.]50]-405 sAm Park COW,$We 402 Krum "le.FL 322N IN U1 Sol MviMaNGNwlaxitl FEE No Pgm.yn Ae.k 871457 IE No ERmrlanJ ev, APEX ueHouse PE Ab.fiM19 FEE No 595N PE No]145] IE Nc aM93 fifi606 t SEON:174D I T]114040MURRApy Y RESIDENCE Fly FROM: DRW: J05 Wgc].O IDB I ... 011)(1117 12 B 9 [7 1113X4(" T 3X4(B1)A 11sr1a 1113X4(") X1'2114 Vi Leadllg Chamber heal) Wind CriMla Sri.Monte(Pat PSF) D.JVCSI Crusty •Metlmum Reaclrolw(roe) TCLL: 20.00 Wind SM: ASCE7-10 Fg:NA CC NA CAT:NA PP De0edlm in Ioc Uden Ulk Loc R IU IRw /Rh IRL IW TCDL: ].O Speed:130 mph K.NA Ce:NA VERT(LL):NA A 46 1- 122 1- 131 13.5 BCLU 0.00 Eyeadua:Cased LUNA CS:NA VERT(TL):NA C 35 128 IN 1- I- 11.5 BOOL: 5.00 Risk Category:11 Brow Durahon:NA HOWgU-):-0.WO8 - - Wind reac0ons based on MFRS Des Let 32.00 E%P:C HOR2(Ty:U.000 B - - A Men Big Width Req= 1.5 Ni:10.0 Mean freight:17.01 n Cadet Mlsc Crb.de Cheap Factor 1.5 C MInBigifinhReq= - Solnt: 2,00 TCDL:4.2 pef Bldg Cade:FBC M14 RES Max TC CSI: D.024 Bearglg A FCI1am•565I¢i, Lead Dmahm:125 BCDL:3.0 psi TPI Si 2007 Mex BC CSI: 0.014 m1m Top Cache Perces Per Fell Sp an,24.0 MFRS Paul One:O W W Rep Faders Used Yes Mex Web CSl:0.013 1MFICharlesen Top C np. C&C ad a:100 ft li 30(DYl0g) Mg Syednrm camber: GCpe:OdB Pi Type(e): A-B 16 -28 WludDuradan:1.60 WAVE VIEW Ven 17.01.00E.0525.17 Lumber Nexknum Bm CMrd Forme Per Py(ibe) Value Sec 13B(blanches VISIT 3) 011oma Tem.C..P. Tap chond 2x4 SP M3 A-C 1 -1 Bat chem 2x4 SP d3 Webs 2x4 SP p3 summers Web Pers.Par Py(lbs) Lumber value het'133-uses design valeta Webs Tens Camp. approved1/30120131 ALSO B 3! -2] Putting Notas (--)2 Metals)require special mitioning.Refer soled dame and tldai s for apeelal pmetionelg refinements. PUNIns In Ileu of struclurd panels or Hold oiling use purges to late2ly braes theme as follows: Chord Smem,dnm) Stamm) ENddd TC 24 000 lAg BD 13 0.15 1.18 Apply purlins to any drords some or below fillers at 24.OC unless demon aMnvem shave. Wind Wind loads based an MW FRS win additional C8c emcer design. Additional himse The manall height of this puss excluding overhang is 1-AS. NOTES: r t. his t "'N's i¢mta re-a eloen¢Wbtim.Ankle'. tluc linseameeenne-InPMMdaw isneng,mend ECSI1L3. tM in r, N & edmi¢ amMNearda a1pmoer , radieasteion, Tgi ire2 Am Tentersoye a..name ri 111.Poa.Te mNWY I., on.C Went I..Er9Fnal Puaaa Na,7on .1.SSi Pwk Cour,s..,.o2 hex-ni FL 3222.-..13Ma APEX TrueHouse E=IGk.�"a" E'xo ." m0a'5" PExnde:a�ewl 668 a PIY1 SEDNi425IT—/SPEC MURRAY RESIDENCE Oty:2 FROM: DRAY: Pilot Wg1:21A lbs / ... 081 51I'8 BT5 7'13 25'5 25.5 >•13 Ce.4X4 T 12 T , p I N B D fig A F 1§3gto F nix4 r13 4.10'11 1i Tt3 25'5 2'5'5 T13 T13 3'1.3 he"a F> � Lwtling Counts that W! of Create 3r Criei(IN in All Dal Columbia asked...Reeatbne ills.),or'=PLF TCLL: 2000 A= ASCE7-10 PIFNA GENA CAT.NA PPDellectlonin sac1/defi t2, Loc R IU IRp /Rh /RL /W TCDL: 7.00 Slaeed: 130 mph PE NA Ce:NA VERT(LL):-0.000F M 240 A 1 154 I52 /- /66 /52 BCLL 0.00 Enclosure:Closed Lu:NA Ca:NA VERT(¢): OOW F M 180 B' 64 /40 /43 I- I- /56] BCOL 500 Risk Category 11 Saba Dumi NA HORZ(LL):0.001 F - - E 1 115 116 I- l- 15.2 Des Ld: 3200 EXP:C HORZ(IL):-0.001 F - - Wind reacllana haled oa MFRS NCBCI110.00 Mean Height:20.96 A Codel Mlaeemeda Creep Fai 1.5 A Min By Width Ram;= 1.5 Saft 2,00 TCDL:4.2 paf Bldg Code:FBC 2014 RES Mm TCCSI: 0.10 B Min Brg Width Req= - Load Duman 1.25 BCDL:3.0 pat TPI SM:W07 M.BC CSI: 0.072 E Min Brg Wirth Req= 1.5 Spacing:24.0' MFRS Parallel Dist 0 W h2 Rep Factors Used:Yes Mex Web CSI:0.011 Beadrgs A B,B E are a night smite. CBC ON a:3.00X 11130(01 Mfg Specified!Camber. GCp:0.18 pate Type(s): Minimum Top Chard Farts.Per Py(be) DNNB Tena.Lpnp. Chorda Tena. Comp. Wind Duration:1.601WAVE VIEW Vac 17.01.00E.0525.17 Lumber A-S 00 -61 C-D 84 -85 Value Sel:13B(EXerma&1I2013) B-C 84 -W 0-E 25 -13 Tap chord 2x4 SP a3 Bat Wood ad So p3 Madmum Bps CbOrd Force Per Py(4a) Webs 2x4 SP 0 Chances Tens.Comp. Chords Tem.Camp. Lumber value sat'13W uses design values B-F :19 -15 F-D 36 -15 approved l(JOR013 by PLSC plate,Noe. Maximum Web Farces Per Py Qbs) All plates am 3%4(81)except as road. Webs ToreComp. C F 6 -5g PWins In IMu of abucWral Fo rets or rigid 2iling uu punirm money rybrereNbNsssfoliovi: Chow Spossugmact Startgo End1X) TC 24 024 6A6 BC 55 085 5.45 Appty purism to any Gimme above or them fillers at 24'OC unless ahawn ahenvise above. Wind W iM baus based on MFRS wim mcitianal CBC ember design. AdtlManal Hot. The overall height W Nis Wu emsefing wemang is 2-08. NOTES: /r� 1.Tls im leadao ynjutursiih the ar inalallation. lly avogtrimers,acwmwrvaNBlF,In rruea pavarp,WUY BL5r1N, tC/ aM1ouln be uyEhenjinction wile ln¢arrfiilec4ual plans dwinB insltlhtien. TH 2Abb,Techmkayi,a ficlitiwa name awrren by ieNMaayI ,Flume Lugrow Fibrae Enpinmr eaameaarva.75VT-47a5sitlbiFmk Gur.soda402 jvck n m,rL3s22a-ewA315200 TrueHouse pEW G1=39 ed N >Na 1.4 PC PC No". PE o'.. 4 APEX �M6 Fy.t NON:190321T4ISPEC MURRAYRESIDENCE O1Y: 10 FRdA: ORW: PN2 W9t 21.01bs I ... 0698111 113 3'1'3 59'13 54'5 1''13 2'5'5 2'5'5 1'13 Creel T t2 D " T IJ 9 � E 11m10 F 13%6 kr 13i _4'1011 yr1i T13 YSS 275 1'13 1 3 + ima LoatlbM CHleN b¢0 WIm1Chbda S—Crashes miPlot be=13traeda B eliminationRsadbns 11x1,w+PLF TC : 20 AM WInd EM'. ASCE7-10 Pg:NA Ct:NA CAT NA PP De0edion in In Used Ila lm R IU IRr /Rb /RL IW TCDL: 7.00 Speed 130 mph h NA Ce:NA VERT,LL):4.000 F 993 2M A 2 150 152 /- IN /5.2 BOLL: 0.00 EMosure:Closed Lu:NA Ce:NA VERTQL): O.OW F M 160 B- 64 /40 103 1- 1- 156] BODL: 5.00 Res,Category:It S.Maine:NA HORZ(LL): 0.001 F - - E 2 115 117 1- 1- 15.2 Des Ld32.00 E%P:C HORZ(TL):-0.001F - - Wind..Wns basedon MFRS NCBOLL:10.00 Man Hi 20.958 CON I Min GMmb Creep Feder,1.5 A Min Big AN,Req- 1.5 SOML 200 TCDL:4.2 psi Bbg CON: FBC 2010 RES Mar TC CSI: 0.1164 B Min Big WMN Req= - Load Duralm:1.25 BOOL:3.0 psi TPI SId:Stan Mal c51: 0.013 E Min Bq B. to Req. 1.5 MFRS Parallel Oid:0 to N2 Re Fadom Used:Yes Max Web CSI:0.011 Beadys A.B.&E are a egM suNce. speana:z4.0' p CBC DIM e:3.008 PTIRT:30,Oy10,0) Mlg Spedfied CembM: Nomination t Top Card Fomes Per Ply Tem.C GCand:18 PloWAV Tpie,%): CMN Tem.Camp. CMN Tens.comp. Wind Demand:1.60 WAVE VIEW Ver 18.02.000.1115.11 A-B 60 -61 C-O 63 -113 Lumber B-C 53 -85 D-E 25 -13 Value Sel'.138(Efledlve 6112013) Top cad 2iW SP a2 Maximum Bol Cflxb Fortis Par Ply(to.) Bol chord 2x4 SP a2 CMNS Tem.Comp. CIMNs Tem. Cmnp, Webs 2x4 SP Lumber value son'13B'uses design values B-F 35 -16 F-D 35 -16 approved in=013 W ALSC PIMI Nebo Maximum Web Farces Per Py(lbs) ng Webs Tene.Carnp. All plates are 3x4,131)except as mtnd. GF b -56 Purine In lieu W structural panels or rigid mAilg use bodies W Imeraoy brace drams as muovis Chord Specirldin oc) Sbridd Endifl) TC 24 L C] 5.35 Sc 55 (ITS 4.74 ADP,prime to any chi above or beer Them at 24'OC unless sham oVlere ise aWve. Wind Wind loans based an MW FRS wii addi useel C&C emberdeslgn. Additional Nobs The overall height Mthis truss eacludleg overhang is 2-08. NOTES: r Lies.now.—,u,aen1¢xw brimushdm.amSI,inasion. nmWmeq Ibis WaO.¢wing,IrclWe BC511D], sorb we'r mniunaan.Alnw em.lanval pamdm�g n¢blalm. 3.&NrI...isasame¢rivers sired 1Y]arA,TecTm69YIrc.FbnE¢Criminal— MbEngFrv. .—N.1.1.47455ubm Psk Gun Su'M ap3.1.1-nrine.11]22]1-edVI lad APEX {�{� Tr eHouse PM'c Ngo lreG�l(oiYwrsxi PE Not,del cePE No Inill2 ]PE xo��fsRguel¢M MUR PIY1 SEON:17427IT45/ATIC MURRAY RESIDENCE Ory:B FROM: pRW: T01 Wg239.41ba v l � 1 1 ° mr nm i s - Loading Criteria frog Wind CrlbfM sm.,C[I (NM,-gPIIn go,) 00=M CNMXa ♦MaxYnum Reactions QM) TOLL: 21].90 Wind Std: ASCE 7-10 Pg:NA CL M WT:NA PP Deilxtlon In loo Usedi VA LOC R /U /FwJ Itch I RL IW TCOL LW Speed: 1 S mph Ph NA Ca:NA VERT(LL): 0257E We MIS P IBM /229 /3M /- 1191 15.5 BOLL: 0.00 Encloul Clpe� W,NA Ca:NA VERT(TL): 0.503 E 509 288 I IBM /229 1354 /- /- /539 BCM: SAO BAB Category.II Srmy Duration:M HORZ(LL):0.148 B - - Wind reactimu based on MFRS Deo Ld: 32AO EXP:C HORZ(TL):0.3289 - - P Min Big Width Rea,= 2,2 NCOCLL:10.00 Meer HeghL 15.00fl LdN/MIsc CMaM Creep Factor:1.5 1 On Bq Width Rod= 2.2 Soffit: 200 TCM:4.2 poi Bldg Code: FOC 2014 RES MMTCCSI: 0.916 damage PBI FcpMp=565pM, Load Dumeon:1.25 BCDL:3.0 pM TPI SM:2007 Max BCCSI: 0.982 Spacing:24.0MFRS posted DIM:010 b12 Rep Factors Used:Yes Max Web CSI:0.983 Maximvn Top Cn.d Forcaa Par Ply(Iba) CBC DIM a:3.00fl lclr 7:30(OY10(0) Mfg Special Camber. C1eras Tere.C ,,). Chords Tens.Comp GCO:0.18 Plate TWes): A-B 235-1298 E-F 300 -331 Wind Mother:IN WAVE,HS VIEW Ver:17.01.00E.0525.17 B-C 398-1080 F-G 319 -1086 Lumbar Wind C-D 312 -3® G-H 235 -1257 Value SeLI3B(EffMpAe&12013) Wind loads based on MFRS wim Additional CBC D-E M -107 Top Chad 26 SP 62:T2 T32x4 SP M: member dealgn Maximum Sot Lhertl FOmaPare Iba Bot Chad 2x4 SP 62:1312x4 SP Mao: End wnbcaus not exposed to wind pressure. liberal Bot Chmdd Tens,Camp. Were 2x4 8P NKI M5,Vat 52x4 SP p2: Lumiervalus set-13W used design values P-O 794 -879 L-K 2556 -203 appmmdt/30Ml3by At-SC O-N 812 -914 K-J 639 -903 Plating Notes N-M 25]1 -310 J-I BW -863 All plates am 3%4 except as noted. M-L 3522 0 5 )5 plates)require special tobogganist.Fourto Moslem.Web Fannie Pv Ply(Iba) Ied plate PIO deleila for special position., Webs TBM.Comp, Wend Tens.Camp. mquiremenls. A-P 321 -1910 T-U 0 -Z103 PaNlns A-0 13M -195 U-L 85 -366 In lieu of sbuc.2l panels or ngld ceiling use Wdlns P-0 BW -617 U-W0 -P$ W lamrzUra lly brace ms as follows' B-O 423 -1136 L-W 1A -316 Chord Spaung0roc) Stats) broth) O-O 144 -1 V-E 220 -49 TC 24 -0]1 2320 O-N 2933 -207 V-F 142 -1024 BC 72 -0.71 2320 O-R 352-1596 W-K 114 -BOB Apply MN OCwlesato nychhordsern above abohm fillers N-R 115 -814 W-X 389 -1575 R-M 1382 -324 K-X 2947 -221 24-w,a brach with continuous lateralMcirg at R-T 0-2151 X-J 131 0 24'ecangid ceiling. C-5 1. -M X-G 419 -193 Leading D-S 139 -18 X-H 1379 -196 AMC room lreding from 3-11-]to 19-114:Live Load'. D-V 1BE -234 X-I 886 -6$ S-V 12! -963 H-1 MI -1939 Knerma Deed Load 1]PBF Calling: P5F, M T BE w Kneewalla:2 PBF Additional NOM TM overall height of this puss excluding berM1arg is 124-0. tC//f� eNMOTtlEEESa: Tg z uutl'm pnlwalignvfihnM1e v[tile[Ywtl.pans Junn9 r¢lylelpn, pwyrqSusrerg,rtluOeBC511d], <w1 Technology i,a fiCuou¢reme eJ M Jc. Tnun Wy Inc.,Rona,Carposton. HonorEnussew epalm¢¢No.7sn.alas slmr palrcppa sae 4pz.Jam,pnwu.,a 3zzz4.ada.exszop 1� MkAeHGROLrxslti Jerry ENu PFmewn bank I714S7y Jttyufre ERWaA APEX TrueHouse se PE M.fi99]9 PE rap.58544 f4 Nr.110.5] PE No.aJOW MURRAYPIY3 ON 1]5001 Tfl/ATIC MURRESIDENCE Oy 2 FRON DRW: 702 Wgl:779.1 JT l ... O606117 r mg �. Leading Cmerse leen Wind Chen. snow China nisfy In PSF) Denlcia chlled. ♦Max0num Rex:tlOne Qbe) TCLL 20.00 WIed SM: ASCE7-10 Pg:NA CC NA CAT:NA PP Oclerdlon In in,I-At LJ0 Loo R IU /Rw IM 1111. IW TCDL: 1.00 Speed: 130 mph Pf:NA Ce:NA VEliti 0.134 C 999 286 S 862] 12M /26581- 1190 15.5 BOLL: 0.00 Enclosure:Closed We NA Cs:NA VERT(1L): 0]37 C 999 2813 AE WN 1251 128591- I- I5A BCDL 5.00 Risk Caregory:11 Srow Duretlon:NA HOFZ(LL): 0.155 O - - Wind re...basin on MFRS Data Ld: 32.00 EXP:C HORZITL):01 8 - - S Min Bg Whom Req= 3.1 NCBCLL 10.00 Mean Heigh 15.008 CodelMhc CrXeria Cheap Factor,1.5 AS MIn Bg WYJOReq= 1.8 Sonic 2.00 TCDL 4.2 psi Bldg Cods:FBC 2014 RES year TC CSI: 0.479 Search,S S AE Fcperp=565psi. Load Duralah:1.25 BCDLr30 psi TPI SM:2007 Max BCCSI: 0.491 Maximum Top Chord Forces Pike Pty(lbs) Spadmg:24.O' MFRS Parni DiA:Ob W Rep Fachors USM:Yes Mat Web CSI:O.853 Chordn Taro.0 honmp. Chords Tombs) C&CDix .:3.008 "ART:31)(01 Mg Sprodad Camber. .Comi GCp:0.10 Plate Type(,): A-B 53.1i E-F 93 -1647 Wind Dura80n:160 WAVE VIEWVer:17.01.00E.O525.11 B-C 00-1513 F-G 00 -15A Lolls Lumber Special Los C-D W-1648 G-H Ed -159 Value SAL13B(Effedier6I1RO13) -(Lumber Ou[F =1.25 acI Plate DucFac..t25) D-E 86-1461 Top clwN 2,06 SP 56 Dense T2 W 9P p2: TC-From 58p0at 0.0010 58 pit at 3.95 :T32x6 SP O2: TC-From 70 a0 at 3.95 to 70p0at 7.35 MWmtm Bet Chord Forces Per Py(inQ BW Uvd h6 SP SS Dense:B22x46P Ali TC-Firmin 58 pit at 135W 58 Pn at 8.81 Chords Tord,comp. Chorda Tens.Camp. Webs 2,4 SP 0074 sea SP O2: TC-Fran Se pit at 881 to SB pit at 15.11 S TC-Fran Slipped 15AIto 56 pit at 16S] R M14 -528 N-M 1506 -176 Lumbervalu ant-13Wmandesgnvalue. TC-From 7O p0 at 16570 70 pd at 19.95 R-0 2307 -546 M-L 862 -2211 imposed 1MM013 by A-SC TC-From SBPnat 19.95 to 58 or to 23.91 O-P 2543 -483 L-K 452 -427 PLT-From 114p11st 395W 114pi 7.60 P-O 282] -284 K-J 0 _M0 Ndimme PLT-From 114 of at 1623 t0114pi 19.95 O-N 2332 -181 J-1 0 -2199 Nail Schedule 0.131 q',min.nails BO From 10 p0at 01 10 of at 23.91 Top Chord:1 Row 4M 4.50'o.c. T623041b Conc.Lcad M 0.81.15.11 Maximum Web Forces Per Ply(Ii Bot Chord l Ron @6.75'D.c. BC- 261b Conc.Loada13.95.1895 Webs Tens Comp. Webs Tens.Camp. Webs :1 Rm @ 4'o.c. B654481b Conn Lcad et 4.19 Repeat nailing as each Inner is applied.Use equal A-3 86-2407 Y-Z 713 -1075 spacing beM'een rows all speaker nails in each rw Purlins A.T 1854 -CA N-Z 095 -101 b amid sorlim, In lieu of stmt ural panels or c,d ceibng use pi 5-T 4]1 -2351 Z-M 32 -465 4'04,sparing of nails peryeMicular and paallel to to la@mlly brace chortls as follows: grain required In area over beamgs greater than 4- Chord Spacoem.) Starl Eedifi11) B-T 72 -595 A- BP5 -00 B 762 -216 TC 24 0.00 23.91 T-R 12]1 - Fishing Notes Be 120 0.00 2391 T-U 139-1482 AA-i alt -121 All plants are 3X4 except as noted Apply pudlnn to any chords above or below fillers O-U 391 -]]6 AA-F 929 -206 ([.' )4 plateis)tegNre special positioning.Refer to at 24'OC unless shosen otherwise above. U-P 791 -6 AS-L 10 -462 IM plate ori details brspecial poaitianirg of,Culler-ne Maced w'llM1 continuous lateral dacingM p_V 517 1621 AB-AC -]5 requirements, 24-oor r,ol ceilirg. V BE -3rd LA11.61®1 -i0 V-0 487 -551 ROK 3 -IDB Wind V-X 716-0100 Ai 1904 -55 C-W 913 -46 K-AD 1710 -9 Wind iced,based on MFRS. D-W 9 -116 A6J 341 0 EM veNrals nm exposed to will Pressure. D-AA 61 -100 AD-G 72 -583 O-X 10 -111 AD-H 1&0 -67 Additional Nota. IN AA 692 -45 AD-1 298 0 TMrn milhagMal MistmWexdudngo Marg is X-Y 715-1099 H-1 65 -ZYS 12-04. Y-N 10 -163 NOTES: /f� 1.T!¢4m1roi¢monscarci-oinshY4sion Asilionellmlrvchionsxre"Nesomersommq..Lgg BL l.. 1// sMJd NheM m ch,noon with the wWbviuce plain A,xA,oSUllalion. TH 2Anxlelelrqywatroce mrel ddanoneeh.dbyJaxA .Tekeylan � en ,honesCor . n. REta- W overs No.75,17-4745 di Per..Sue 407.lecl.wnrilhe.FL.-901 a2152bJ Meted 6 KOwaln I.,P N ¢m WJaWuelina Axe, hy E ROMeno WreAPEX TrueHouse PE No.W639 FE No.Y54 PE No 7109 PE No 50493 USKIS Ply.t SEpl:1]P/1/T44/CONN MUll RESIDENCE py:] FROM: ORW: T04 Wgl:g8.91bs u4 mn rvn me s r s nre T 5� is v p ...a D.MO 1 ISNA E%. b 1 H G -tet ..,dr) w� •axe Des-) ore IN rare n'nre rzu Loading Crete Spur) vend cmma Snow criteria hi in Pall OdgfCel Drilling ♦Ms."..Reashes(Iby TCLL: 20.00 Wind Brd: ASCE7-10 Pg:NA CL NA CAT:W PP Distinction in be Uselll LM Loc R 1U /ft /RII /RL IW TCDL: TW Speed 130 mph KNA Ce:NA VERT(LL): (L0080 899 240 I 513 1128 12131- 1151 /3.5 BOLL: 0.00 Enclosure:Closed Lu:NA Ca:NA VERT(TLI: 0.015 0 999 1a0 F 543 /128 1213 1- l- /3.5 NCDL: 5.00 Risk Category:11 Shows Duration:NA HORZ(LL):0.037 B - - Wind reanmm based on MWFRS Ods Ld: 3200 E)OP:C HORZ(TL):0.013 B - - I Min BM Width Reg= 1.5 Ni 10.00 Mean Height:15.00 fl Code I Mtsp Gillette Creep Fi 1.5 F Min Bad Width Reg= 1.5 Sol 2.W TCOL:4.2 pef BMp Cdde:Fill W14 RES Ma.TC CBI: 0208 Began,I S F Fcpwp=565". I WW Duration 1.25 SCDL:3.0 Psi TPI Sid 2007 Max BC CSI: 0281 Spal24.0MFRS Familial Dist:0 to NZ Rep Factors Used Yes Max Web CSI:0.201 Maximum Top Chmtl Forces Per Py Obs) C&C Oist a:3.01)ft FTIRT:30(OYIO(0) Meg 3pecif dCanot, Chords; Tersi GWNs Tem. Comp. GC,0.18 Plate Types): A-B 163 -537 O-D 39 -808 WIMDumliona60 WAVE VIEW Ver:17.01.00EA525.11 B-C 339 -W] D-E 163 -539 Lumber AtltlRlonal Ni Value Set:13B(EBecOw&1Y2013) The Dverall height of this Wse exceudir9 watran,Is Maximum Bal CMrtl Forces Par Py gide) Top close 2x4 SP N2 7010. CMNS Tena.CCmp. Chorda Tem. Comp. Bot chard 2x6 SP az Webs 2x4 SP d3 1-H 150 -150 G-F 1 0 H-G 298 -41 LM rowel Iue eel 3 by uses design valeta approved 1I3Q'2Dt3 by ALSO Maximum Web Forces Per Pyllps) Fiend,Notes Webs Tene nnp. Webs Tedl Comp. P-)2 Pat require special positil Refor to A-1 1]6 -63] C-G 260 -1n arced!pleb plot derails for speaal posfming A-H 525 -150 G-0 251 -255 requirements. B-H 251 -255 G-E 52] -150 Purlas H-C 258 -127 E-F 1]0 -69 In lieu of structural panels or rich oiling use burins to Iablally b2ce UroNe as bllows Chord Spacing(m oc) So l End(8) TC 24 0 W 1392 BC 120 0.00 13.92 Api purlins to any chords above or below hill at 24.OC unless shown otherwise amw. Loading Talus passed medk be 20 mrandi5owl bosom cMrd See kiaa m areas with 4r-high.24•-wide cbaanee. Wind Wind loads based can MW FRB with additional C C ember design. NOTES: '� I.iNe beano iseNauMuenralcm pr inSrtlletim. PpOilipnN insduc4msac[cmlaedirq M'e Wae b'm+nq,irtlW¢BCSItd3. shulJ4u¢eE in mnjunceion Mq q¢d[hilMur9 pyn¢41vinB'nsWladm. Tg 2 Mx TMrcbaV n e(iNtia¢rum¢emn.b I A,rashness,enc,FbrW Coals rtFluns,Egirex Bu9reu Xa,]N]-0]CS Sullen PaM CwrL 5ulb<p1,hckmmil6 FL 3113<-ey.e]LSSO TrueHouse PEeal6K xaai P mn �r;o�� a nseba�M.. APEX PI,1 SEAN:17MO I T37/COM. MURRkYRESIDENCE Our 12 FROM: DRW'. TOS Will:112.7 art I I l -, 061 BT11 13'JY 1988 BT11 4T1J BY' C F4xN 1 12 9 � ID B a) T 4 v D B3 V-) T E w �B%el ) a3NGR) 0515 1139 45.1s 1Bi•B Lavoi Cmeds lDG Wind Cdlede Sm CrlleG IPB.H H PBP) DeWCSI CdNda ♦Mezhnum RaeCGns libel TOLL 20.00 Vessel ASCE 7-10 Pg:NA 0 NA IIAT NA PP DeMdiao m loc Udall IJM Loc R 1U /Rw I Rb I RL IW TCOL: 7.00 SPerd: 130 mph Pt NA Ce:NA VERT(LL): 0"B 999 240 A 705 I1B4 13N I- 1176 /5.5 BCLL: 0.00 Enclosure:Closed Li NA Ce:NA VERT(TL): SAAB M 236 E 773 1187 12W /- I.SCOL 5.00 Risk CAsI 11 Snow Common:NA HORZ(LL):-0.0260 - - Wind reactions Wood m MFRS Des LLL 34,00 E%P:C HORZITLI:-0N7C - - A Min Big Width Rep= 15 NCBCLL:10.00 Mean Height 15.00fi COG I Miss CAer s Creep FamoC 1.5 E Min Brg Width Req= - SDMI: 200 TCDL:4,2 Pat Bldg Code: FBC 2014 RES Max TCCSI: 0.7Q Sam,A FCpery=565cei. Load Dmil 135 BCOL 3.0 psf TPI Sid: M07 MIMBC MSI: 0.832 Maximum Top Chord Forces Per Ply(IW) Spacing:24.0• "ITS People!Dist:12 b b Rap Factors Used:Yes Max Web CSI:0.660 Maxis Te op Clop Forces Chose Tly(IW) p. CBC Din a:3.0011 FT1RT:30(OyID�O) Mfg Spedfied Cember. GCpi:0.18 Web Type(s): A-B 440-1409 C-O TH -IN Wind Duration'.1.60 WAVE VIEW Ver.17.01.001 B-C 709-16N Lumber WIM Value Sat:13BFamous fiN2013) Wind loads based on MV/FRS with moderate C C Maximum Sat Choral Forces Per Ply(Mal Too chose 2x4 SP M2 member design. Chords Tens.Comp Gmslx Tare.Mwnp. But Nord 2x6 SP M2 Right end vddlcxl not exposed to wind pressure. A-F 1264 -420 F-E 467 -100 Webs 2x4 SP 0 Lumber vied set'1313'uses design values Additional Nobe Maximum Web Forces Per Ply(Ii approved 1)302013 by PLSC The overall Might of Nis truss exdWNg Importg ie Webs Tans Momp. Webs Tens, Comp 7i 10. Smooth, B-F ffi -9X1 C-E 103 -561 (a)Continuous/somal realrtint mushy specum an F-C 1360 -553 D-E XN -243 member. Plallrg Notes (")4 plates)require special proiMtung.Refor m scaleN p1aN plot details for special poilliwing requirements, Pudlne In lieu of s4uclural panels or rigid wiling use Whips to Ialerelly brace nwrds as blows: Chord Spasnginaq Smd(T) Exi TC 24 0.00 1979 BC 120 0.12 1979 Apply purins W any chorda above or below fillets at 24.OC unless shown nheover,above. Hangers/Ties (J)Hanger SuppM Re Wired,by town, Loading Tmss passed check for 20 psi Immune Whom Nord IM lead In areas with 4Y-0,h x 24'side dearenw, NOTES: r 1.Too Omiep is nM Mmery 4 eforro llaom.Adda—l'mrovolm¢severe ybe 'mg this trot Or .Mabeal NM Bld3. ptlJ uwd in¢nluMm s e,IM ikPic"annossal pdi Ze t) z.eaaT.mdad9xitaecwo�. ,,add...aevJa.ro..7arnddlo9ymc..node+cdrvol.em. nodmFrq'..�� 17 BUsaessNe.7517-4745Stairs,Pers rxA.posts,C.,ImrudwleFLU3 4-a(I.SM . wO41y Jesand APEX TrueHouse E.IG. ePFvo PENo,17likes ome Py.1 SEGN:IM2IT50/COMN MURFi RESIDENCE ON, 1 FROM: DRW: T05A Wilt H3.]Iba l ... 08013117 NN A18 13 9 � F ( 4 I S) D last r LU tl9M113])A b 1tmR D �BYB(`I II RI @S15 tt Yt BSIS g{ 1-aaUin9 Criteria Web Wind Catania 8.CrINIM 1Pa,Flh 1.11) Wfi lCdlMa ♦IBaxm R knuesdl...(Ibs) TOLL: 20.00 Wind 51d ASCE 7-10 Pg:NA CC NA CAT:NA PP Deflection in oc UEee I-AP Lac R /U l Rw I Rh I RL lW TCDL: 7.00 Spall: lWmph Pf:NA Ce:NA VERT(LL): 0.00] B 999 241 A 725 /199 13W I- 11" /5.5 BULL 0.00 EPokuuhe:CM.ed Lu:NA Ca:N , VERTUL): 0.178 8 999 241 G 792 1190 1291 I- I- 15.5 BCDL: 5.00 Risk Category:11 Snow Deni NA HORZ(LL):-0.026C - - Wind beac5ans based on MWFRS Dm Ld: 32.00 111 C HORZ(TL):41.048 C - - A Min&9 Width Req= 1.5 NCBCLL:IOW Mean height:15.00 it Cads I also CrRob Cheap Fador:1.5 G Min Big Width Req= 15 Sell 2.W TCDL 4.2 psi BMg Code:FBCM14 RES Mar TOCSI: O.832 Bearings A B G From,=565Poi. Load Dura50n:125 BCOL:3.0 pM TPI Std:200 Max BC CSI: 0.819 Spacing:24.0• M- FRS Rusliel Diel:N2 to In Rap Faders Lima.Yes Max Web CSk 0.665 Maximum Top Chane Fomes Par Py QM) C8C Divi a:3.008 F11RT:30IOY10(0) Mfg SpsarNd Camber Chards Tone.Comp. CMN. Tens.Can, GCp00.10 Plato Type(s): A-B 40-14M C-D 221 -20 Wind Duration:1.60 WAVE VIEW Ver,17.01.00E.035.17 B-C M-1]S Lumber Wind Vella Set:13B(Elfeaise 6/112013) Wind toetl5 based on MWFRS with acdilionel CBC Maximum Bot Chiral Fomes Per Py(IW) Top cMrd 3x4 SP member desgn. CMNS Tens.Comp. CMNs Tens. Comp. Bot cho d 2x6 SP p2 Wawa 2x4SPg3 Additional Nolea A-F 13@ -433 F-E 500 -100 Lumpervalue set l313'uses design values Theon rail height of this wss emluaing o.ealay is Maximum Web Forces,Par Ply(Ii apPmv�1I30Y20t3 bYAL5C Webs Tens.Comp. Webs Tens.Camp. Shooing B-F 532 -913 C-E B1 -ST3 (a)Commuchs lateral msoainl equally spxatl on F-C 1478 -5Y D-E 91 -2711 ember. PMxg Nan (^)4 plates)require special ba iteriy.Refer is staled plate plo,details for speial Positioning requirements. Purlins In I'reu of slmdmal panels or ng J being use turns to laterally thaw chance as follo@a: ChoN Spacm9rnce) Saxi EMm) TC 24 0.00 20.25 BC 13D 0.12 20.25 Apply plains t0 any chxds above or Calow Sllare at 24.OC unless aMwn nnelwise above. Loading Thune laassed Deck for 20 put mcdroorel bosom droN over lead In areas with 4Thighx 34'-wide dearanae. NOTES: /r� fns,0—s is nd subi dere lw lreWlaer, FWilbnel lnSNemes.—mzrpii911re Was dean..indue,BCg 1-0. 1(/ sMxld Miertin mnluntlion.tiln lM eMlteuuw Pyla MnnB lnattlleWn. Tg WWgVtleliN wnn swnMbYJU gx Te[ WryYlnc,....C.bxxbn Fb WEn4nee, B—oux W ]N]-4745 hu to,PaM Caul Sus,xi JadsmNlk,FL]tY1I-8]i BRLSRUO APEX TrueHouse FEW antro ki Ery 5a5Usm PEeNo]457Y PEEnb..b 66006 my:1 BEGIN 1]4411 T1I MONO MIIRRAY RESIDENCE Oy.5 FROM: ORW: TO6 sell 95A lbs I _. 0610011] 81'1 1gTa IJB3 21'-9 6'IY .Bl ZIIY T1PJ Mln JttV a< I"Na 1 13 9p j gAN n T E -v esNe Asnrl moral' heats T apat am�s'O.., 12 llzam;a � a be>M M 6 L sx]r) t10r1q thio ar12--1 1v�i< 2z rzs "yy _ .11.11 ova +1.a aF sem yore Loading CrNaM gm) WInOCr da 1 Srr; CrOaNa(Po.PIin ) Decal Crbatla • p w Meal...Raaatlona(me) TOLL 20.00 WInd SW: ASCE]-10 Pg:NA LL NA CAT:N PP De0eaica In la t/dFB IJM Loc R 10 I Rw /RM1 /RL IW TOOL 1.00 Speed: 130mph Pf.NA Ga:NA VEBT(LL) 0.1191 832 202 A 297 167 182 1- 1290 13,5 BCLL: 0.00 Endosum:0lo Lu:NA Ca:NA VERT(TL): 0.3691 308 262 O 13051390 1]051- l- 17.3 SCOL 5.01) Risk Category:11 Sckv Duration:NA HORZILt):0.081 K - - L 949 1239 14M I- 1- /5.5 Ors Ld: 3200 EKP'.0 HORZ2TL):0.162 K - - R 291 1113 1170 I- 1- 15.5 NCBCLL:10.00 Mean He'OM1C 16.29 it Code l III CrMtla Creep Factor:1.5 Wind reactors based on MWFRS Script 200 TCDL:42poll BIq Code'. FBCM14RES Mex TCC51: 0.036 A Min BMWidthReq= 1.5 Load DYmtW:125 Bi 9.B pa TPISW-. 200] Max BCCSI: 0.650 O Min Big Width Req= 1.5 BfiNFRS Recall q9:112 W 11 Rep Factors used:Yet Max Web G51:0.592 L Min Bq Width Req= 1.5 Spearg'.240' R MlnB. ,L.Req= iS CBC 4.07 ft li Plate Mfg Speeifietl Cambx Bparlllga A.Q.L.BRFcpary=565psi. GOnd 0.16 Plate Typela)'. WIM Dure9an:1.80 HS.WAVE VIEW Ven 17.01.00E.0525.17 Maxim=Top omp. Forces u Per Ply Tens.C Lumber CM1onts TanaComp. CIx)rda Tena.Camp. Value Set:13B(E6ethe 6112013) A-B 250 -401 1 95 -1085 Top chord!2x4 SP g2 B-C 226 -200 G-H 96 -700 Bs chord 2x4 SP F2 C-D 392 -132 i ISO -196 Webs 2.4 SP M3 O-E 181 -210 I-J M -316 :Lt Slicer 2x8 SP 91:BLOCK LENGTH= 150P E-F 2®-1095 :RI Sutler W SP 01:BLOCK LENGTH= 1.500' Lumber value set'1313'uses design values Next..BM Ol.rd Fercea Per Py(lbs) appmvM 15=013 by ALSC ClrerEs Tene.Comp. Chords Tena.Camp. Plegrg Nates A-P 247 -2N N ]]9 -M (")9 piii recmre special poorounirg.Ruler to P-O 202 -49 M-L 190 .95 scaled plena act orbits roc special positioning O-N 405 -28 K-J 142 -100 requirements. Pinna Maximum Web Forces.Per Pry(lbs) In lieu of Wuctural panels or ri ceiling use Pairs Webs Tens.(smp. Webs Tens,Comp. W laterally breve chords as IMIcas: C-P 292 -0.53 N-G 93 -223 Client apxcinglin ec) StaN(B) EMIR) D-P SID -774 G-M 92 -667 TO 24 000 40.75 0-0 730 -269 M-H Mi -9$ BG 75 000 40.75 O-E 349 -810 H-K 32 -919 Apply curb.W any chords above or spaces filers E-N 546 0 L-K 377 .971 .124'OC unMss shmvn dMrwlse above. F-N 713 -78 Wind Wind bads bared i n MW FRS vnih additions 486 emcer design. Additional Notn The overall height althb buss excluding overhang is 114-12. NOTES: / � I.Tnlspe vewrarnic alone raba.orvieno ir-lioona[ame amrrMtliy ilea as»w..iro.iMwa aesltn3. 1(F/ arwaber�em orrvnrnerr.lm me arwr.dr.a vesn arae on.ralagvn. 2.Pyen TttAMoaYnahlilon nate oared by Jas Fpen TeNrcYgy lnc.,FMxEa Copxalen. Florae droner .an-No.7.1 .],p.Fork�a.6ai ..oximonvaNEL3bL4.9a192,rL6a APEX TrueHouse Erb =.yokso EWool- PE.11.7 PPE No erereMen4 6GB06 Ply SEON:17498/T35/MONO MURRAY RESIDENCE Oy:2 FROM: GRW: TDT Wg1:568.4 IM / ... 08,06'11 I V!'1 1»s ]r49 YSZ 3Zi0aaI P5'19 T] ?It'1 T109 dole ]Ips S,ST E sislW"1 ,enl - 4 v Awal]1^IE G TT wsx4b mas sell N,4y T eass I 83 ]Wa \seep xsIXM'1 1A Q 111 Murp,AS • T s a B3 all ,azar) wa»rl rook-) a tor10 and 'a'a sTIT-j jai Srg BTH PT4 »'4 589 pry 1TY1 3STa yryyr9 44} Loading CMerla bnl Wind CHbda Slow CrNarla(pill PSF) DNI/CSI CHbda A Maximum Raacllens(IW) TCLU 20.00 WIMSM: ASCE]-10 Pg:NA C1:NA CAT:Nas PPOella Win Iw Ude11 L/# Lw R IU IRw IM IRL IW TCDL 7.W Speed: 130 mph Rise Ce:NA VENTILL): 0061 P 999 260 A -447 /500 /88 /- /289 /34 BCLL: 0.00 Epochal Capped L¢NA Ca:NA VERT(TL): D.120P 999 260 S 35M /1142130501- /- /7.3 BCDL: 5-00 RYH Crucial 11 Snow Goldman:NA HORZ(Ly:0.067 N - - N 5287 116M 144901- /- /5.5 Dee Ld: 32.00 EHP:C HOFi 0,132 N - - M 8255/2255 16M /- /- /5.5 NCBOLL:10.00 Mwn Height 16.29 If Codes/MIac CMerla Creep Fac0c 1.5 T 07 /127 /94 /- /- 15.5 Build: 2.00 TCM:4.2 Off BMg code:FBC 2014 RES Max TCCSI: 0.855 Wind reaction based on MWFRS Load Duval 1.25 BODL:3.0 psf TPI Bid:M07 Max BCCSI: 0,839 A Min Big Width Req= 1.5 Spacing:24.0MFRS Pad11e10ial h 10 2h Rep Faders Used Yes Max Web CSI:0]90 S Min 89 WMth Rea,= 2.1 CBC Dyl a:4.Wfl 111301 Mfg Spal Camber. N Min Big Width Ron 3.1 M Min Bq Width Req= 1.5 Gtio 0.10 WAVPlate E, T Min Br,Width Red= 1.5 Wind Dudllan:1.80 WAVE,HS VIEW Ver:17.01 U0E.0525.9 Bush",A.S.N.M,B T Fye',=585wi. Lumber Plating Nobs Value Set:13B(EOedlve 6/1/2013( ('•)10 andel require special Posilgning.Refer to Maximum Top CM1wtl Farmers Per Ply(11,M) Top.,J2BSP#2 styled plate plot details forspecial poabning CM1ords Tene.Con, Chords Tens.Comp, But grord 2x4 SP p2:B2.BG 2x6 SP 111' requirements. A-B R3 -245 F-G 514 -15R Webs W2x6 M3 Pump B-C 887 -1118 G-H 131 -4009 :Lt Slitlx2v8 SP 92:BLOCK LENGTH= 1.500' Lu Slider 2xe sSP et'(BLOCK LENGTH= 0504' In lieu ofalrvdurNpares orngM wililq use Wrli^s 4'-D 7R -261 H.I-J He -2A Lumber1Iabet-13B'uses design values blabdlly bdwch^Nsas blStart O-E 45 -20 J 146 -49 apProvN 1I30Ro13 by ALSC Clwrd Spaci In or.) 50,00 Coal40.75 E-F 50.5-1668 J-K 157 -55 Tc w 0.03 32.76 NallSch BC 120 0.00 32.29 Maximum Bat Chard Forms Per Ply OM. Nail SUledule 0.131'12,min.nails BC 31 32.29 34.07 CIIpMa Tens.Camp. CIwNa Tera. Comp. To Cbxda Row BC 71 are or 40.]5 P I"1g 1200'o.c. at Ply OCaninaenycMdtabove above flbrs A-R IN -BN O-N 321 -NB Bot ClgrdtR4.v 0�t2.00'a.0 a124'OC unlezp ahgvn plMrvnse aboce. R-O Wt -913 N-M 29 -111 Webs :1 Rmv ® 4's.c. in Use velequal ato tadvised mxs and stagger naib y41ntl O-P 399 -174 L-K 3) -110 eadl rev to avdtl spliryiy. Wird loads based an MWFRS with additional CHC P O 5B 174 4"p, Wind bouriculareater taped - emberdesi gain requir Nin area over bearingsgrealer than 4" 1^ g^ Maximum Web Forcsa Per Py(Ibs) Spedal LOMB Additional Notes Webs Tens.Comp. Webs Ten.Comp. --(Lumber Dur,Fac=1T5 I PIya DucFec=1.25) Negative red0on(s)0-2255#MAX,from a mer-wind C-R 150 -315 G-O 491 -WEB TC-Fern 55 Of at OWto 55 Of at 13.52 load was,miquiral uplift wmlecbon.See Maximum D-R 341-1035 O-H 1" -4@ TC-From 58 ad a1 13.52 to 58 ad 21.37 Reaction, D-O 1277 -435 N-H 361 .1119 TC-From 51 Of a1 21.370 50 pith NA2 The maximum hwhonlad reaction is 289# O-E 501-1462 N-1 402 -1237 TC-Fdm 55PHal 28.420 Nadel 40.75 Theoverall height of this Wa excluding ng overhangE-P 825 -41 I-L 1135 -33) BG From 10 pHM O.00b 10 PHal 10.60 4 1112. F-P 713 -176 L-M 1121 -39 BC-Fern 12 oiiM 101 12 pit a1 21 A5 P-G 716 -212 RC-From 12 yat 21.450 12 pit at 32.M BG From 10 pit 32.290 tap8m 35.04 BC-From 1DOIM 35.040 loader 40.75 TC- 76810 Conc.Lard at 13.52,1].45,21.3],25]5 2872 NOTES: '� 1.TMSErewrg is nalSMioenl almelorirrelylaEm. PMilional w¢Incams ecmmiyrryng Nis Yusshsnvq,irttulaec511-03, T= ¢houNbiwJnrmjurtlion wird theo,ratvrion dem 4unn91nnYblun. Ta.# /.Ai Ter"'my, finiYws rem.gored or 1.4.Truvai y I..Nada Coverall ibad.Eagirew J+ eusness No.7541-a7il111 m PVF Crirl,Sae 4111 JaGemrok,R32na-9th to,S]ap U/� p PE No.i bo GNarlomki J� Finawn pneaG Murry JaquslreE Rovers APEX G DUcQ Pfi0a39 PE i No.585K PE Na.7107 pp No.6%b PIy.1 SEON:9TB 5271 IMONO MURMYRESIDENCE Oy: 3 FROM: ORW: T08 Wg1:57A to. I ... Oil 55'8 IT-4 be-B s•r14 i3% D a 12 v e3><4 L linga+8(�°B Cf i �farz G B4�x4 wu( ) E '10 5'3.10 53Y0 1070 LoaMg Critarki ban WiMCraeda Snow CfltxlftP FBH OaNC5l Charlie ♦Maximum Reaction lft) TCLL: 20.00 Wirst ASCE7-10 Pg:NA Ct NA CAT NA PP Deilec0on In IOCl/M8 LIa Lw R IU IRI /Rh /RL /W TCDL 7.00 Seoul+30 mph In.NA Ce:NA VERT(LLk-0.014B 999 NO A 343 180 199 1. /1251- OCLL: 0.00 Endosure:Closed LU:NA Cs:NA Will 0.027 F mal 180 G 363 1137 1198 I- 1. 17.3 BCD1, 5.00 Risk Ca Fg :11 Show Duratiom NA HORI(LL):-0.0090 - - Wind donations based on MWFRS Des Ld 32.00 ERP:C HORZ(TLC-0.012 B - - A Min Om Width Rx,= - NCBCLL:10.00 Mean Hedht 15.00 R COM I MMC CM W Comp Fadi:l5 G Min Big Width Rrq 11.5 Soft 200 TCOL:6.2 qt BMg Code: FBC Ml RES Mal CSI: 0.362 Bwnng G Fcperp=565psi. Land Comdex:1.25 BCDL:30 pie TPI SM:2007 Max BC CSI: 0.282 d Forwa Par Py(Iba) Bull 24.0• MDet,M h FRS Parallel qsW Rep FaUsed:Yes UYes Mak Web CSI:0.295 Choicen To,Com LMNe TMs.Comp CBC Dat a:3.000 Iii wgiylo )) Mfg Sphinx!CMealmum Top her amber G 0:0.18 Plate Type(s): A-B 142 -523 C-D 37 -51 Wind Dxalpn:1.60 HS.WAVE VIEW Val 16.02.00C.1 115.11 B-C 103 -463 Lumbi Value Set 13B(Esedlve W12013) Maximum rs.Cbwd ForcesChu Par Pyns. Chords Tena.Camp. Cbortla Tena.Comp. TOD do 1 2x4 SP p2 m U Baad 2x4$PR A-F 429 -241 F-E 426 -262 Webs 2t4 BP 1q Lu Slider2x8 SP#I:BLOCK LENGTHlu 1.500' Webs Maximum Web Forwa PxPlybs(Ibe) Lumoved Iesd'1Jy uses design values Webs Tans Comp. Webs To..Camp. approved t130.eLo13 by At-SC F-C 171 0 D-E 114 -118 Pudlm C-E DA -673 In lieu W druclurel wins or rigid tailed use pudink to Indmally brace cMeM as folover CMN Spacng('mxc) Stal Eml TC 24 0.W 10.W BC 120 000 t0.w Appy pudea to any chorda aMva or below SIIem at 24'OC unless shown moreover,above. Wind Wind loads based on MFRS to additional C&C ember des,.. Right end venital not eapued to wird pressure. Wind...I Notes The overall height of this cess excluding mommg is 4b7. NOTES: r Wosd kwpm nonfuMteM Ih se,a nuxaval areI liWnfixon. mw,Teq Ms uvua,srro.iMW.6Gsl1m. toms x xx�n�ninnaeon.:ln lice aRnkwH mato nerdy lmwHlen. TV� 2.Awn 1,x,vogya a vel nam.oxna+by 1.Pyx TMMOT Ii Fords CuWearl Pone Foll R B�,essN�., ,..>.55unNnP.,k�nen.B�ree2.Ixka�,l�..R,zz,4_W..M,S:M APEX TYueHouse P; �;I'—" P'N0 5e=4.� PEW 71:„y PNo';was rd MURRAY PIy.1 SEDN:1>525/TBIMONO ' MURRAY RESIDENCE Dy;3 FROM; DRW: 709 Wpb 5lb.,be 061O6117 91P< pa, S'1f10 ry 0 4 u v MMC aNmldEs`�' T �iptz 1 saym, .N14 alvu—� a� Sa' Loading Crumbs(pQ IN III CrierSo.Custodial IPlaorm PSF) DaNCSI Chad. ♦Maximum Reactlma(11) TCLL 20.00 Wlnd Sod: ASCE7-10 Pg:NA CC NA CAT:NA PP DefiemOn In Ioc tuefl Ln, We R IU IR. /Rh /RL IW TCOI: 7.00 Speed:130 mph FENN Ce:NA VERT(Ly: 0.011 B 999 240 A 208 /42 11M I. IN I5.5 BCLL: 000 Enclosum:Closed Lu:NA CS NA VERT(TL): 0.084 B 8% 180 F 241 /69 1103 /- /- /5.5 BCDL 5.00 RWk Calel 11 Snow Dure0on:NA HOR2(LL): 0iB - - E 103 162 162 I- I- /5.5 Des W; 32.00 EXP:G HIXi21TL):0.0%B - - Wind reactons based an MNFRS NCBCLL:10.00 Mean Height:1500It Cad.I Mi..OdhNa Creep FaGoc 1.5 A Min Bob Width Req• 1.5 SOIM: 2.00 TCDL:4.210( Bldg Code: FSC W14 RES Mx TC CSI: 0.385 F Min Bq WWM Reg= 1.5 Load Dumb.:1.25 BCM:3.0 p51 TPI SW:2037 Max BC CSI: 0.275 E Min Big Indent Req= 1.5 Spicas,24AM✓JFRS Pompal OIM:M1l'110 M1 Rep Facto,Used:Yas Miss Web CSI:0.344 Belong.A.F,B E popery=565pa1. CBC Dist a:3.008 FT/RT:30(OVIO(0) Mfg Spedfied Comber. Maximum Tap Chord!Fomes Per Py(ts) CCN:0.18 Palo Tyye(s): Wind Duration:1.60 HS,WAVE VIEW Vx;1602.got,1115.11 Chords Tem.Comp. Chorda Tem. Comp. Lumber A-B 42 -183 C-D 76 -95 Value SBL13B(EBedhm M1Q013) B-C 33 -127 Top mom 2x4 SP d2 But chord 2x4 SP k2 Maximum But Cboid Forces Px Py god) Wme2 son CMrds Tem.Comp. CMma Tam. Comp. :Lt Slither 2x8 SP d1:BLOCK LENGTH= 1.500' A-G 97 -110 F-E 0 0 Lumbarvalue ael'i3B'mea tlasign value3 approved 113MO13 by A-SC Maximem Web Forces Par Py(the) Ponos Webs Tem.Comp. Webs Tem. Cont, In lieu of sbuduai goals or rigid medic,use puRna D-G M -293 F-D 120 -149 10C O'aly pawxNcondmrd! Spjon�'Iolhome(fl) End(fl) G-F M -317 0-E 111 -94 TC 24 0.00 046 BC 71 0.00 5.95 BC 30 800 8.46 Apply Pudlns to any 1M1xds above or lost.OlNn .124-OC unless shown anemias,above. Wind Wind bads based on MWFRB whn eddiWnal CBC emterdeagn. Right end vertical mi exposed to wind Pressure. Addblonal Notes, The overall M1dgle of Unix truss excluding overran'to 3 9-13. NOTES: �'� Lmdiressy is not suK¢enl alone br inalallaeon. Atlaitimyirxwcticm mnrrpanprp pia vueeenwry,iMWa BC511LJ, arced reoctad m,s,yu,rr.ya Ih.amwlMwa oleos awing maauamo. Tg mMpy$ ou...a--Mtb,.rAM T.m,wNxl.a. bb. Am� m RmmB9 BorneoW]51].<1415u.o oak Gun.Sone uro.Jackwnxle,R33121 on,A214W MiMea Geoxbwski Jeffrey PAmmi PE No 71457 JpENsnaERVWM APEX rueHouse PEM fiP939 PE Na 58544 PE No]NS] pEW eWP2 66606 Plya $EDN:17754 I T13 I COMM MURRAY RESIDENCE Ory: 13 FROM: DRV: T12 Wgc eSA lbs l ._ 01,10i 174 13'0 11110 wT arC av4 33 TII1I Centel 9� orae o a3u b T /OMA M/8X12 \B%1tG a\9Ya 1IIII I T 1' uM I Q e .axe-Wo„• ,2 y a . LwJInB Criteria on, Mind CrlNtla ShamirOr&arla(14.F11n I Dei Canada •NaXMum ReaG& w(I ebs) TCLL 20.1X1 Wind Std: ASCE7-10 Pg:NA CI:NA CAT: PP DeIlecSw in lor L/dad L/8 Loc R IU IRw /Rb /RL IW TCDL: 7.00 Speed: 130 mph KNA Ce:NA VERTILL): OD81 B 988 240 1 500 1208 /226 /- /163 /5.5 BCLL: 0.03 Ercfwure:Ckand Lu:NA Ca:NA VERT(TL): 0.168 B SW 180 F 500 /200 1228 /- /- 155 BCDL 5.00 Risk CMegoT 11 Scow Dumtim:NA HOPZ(LLI:0.122 F - Wind dM'vls basad on MWFRS Dee Ld: 32,013 E)(P:C HORZITy:0.252F - - I Min Big Wldm Req= 1.5 NCBCLL:10.00 Mean Height 2265& Cada/MbcCM Creep Fbi 1.5 F Min Big Width Red x: 1.5 SOMb 200 TCDL:4.2 paf Bldg Code:FBC 2014 RES Max TC 031: 0.315 Bearings I&F popery I fbpsi. Lwtl Duration:1.25 BC01.:3.0 paf TPISM:2W7 Max Be CSI: 0459 rtl Famous Par PN(11b.)Spacing:24.0' MWFRS Parellel Dist O to M Recbre p FaUsed:Yes Max Web CSI:0.500 Chords Te Maximum Top op,Chi Cbb. Crook Tena.Comp. O&C Diet it 3.004 1 M Di Mg cieed SpaCamber'. GCpc 0.18 Plain Type(s): A-B 502-149 C-D iH -1462 Wind Duration:1.60 WAVE VIEW Vac 16.02,OM 1115.11 B-C Jia -1462 O-E 582 -149 Lumbar Value Sec 13B(E4ective 6/irz013) MaXimum Bos Ch bel Parcae Per Te s. CMNs Tew.Comp. CMNs Tena.Comp. Tap cMm N4be Suit I-H in -222 G-F 64 -131 WebsZ 2X4 SP#2 2x43P 0 M-G 431 -65 Lumbervalue set'13B'uses design values approved 1/3012013 W PLSC Maximum Web Forms.Par III(be) Webs Tens.Comp. Webs Tena. Comp. Purlins Inlieu Ms4uUu21 pawls or mgld wiling use prime A-I M 4Z C-G Wt -M to almally brave clwmds as follows: A-H 1312 -487 D-G 356 -3M CMM Specinghnoc) Si End(p) H-B 256 -36 G-E 1312 -447 TC 24 0.00 14,58 H-C 991 -529 F-E 203 AW Be 44 0.22 312 Be 100 3.12 11.46 Be 44 11.46 14.37 Apply Wnins Ipanyown otenwe omdre, flMrs x124'O0 unless shown oPewise above. Wind Wind loads based an MW FRS with additional C&C ember design. Additional NeW The Overell height of this Imss exGuaing overhang is 63-10. NOTES: 1.1+i,beina is xr,hosmtlmemw in5Uati on PWtlbreFinal,ucems acsmpanyrd N6Nss OMwy,iNWe 0E51 vel. sMJa W mend in vnlurclan WN me artrileWal plain Jurin0llowlears TH 3raea Taonnoun if afion...rumw armee lX Ixx Ar-'e Irxxcgy as Plena CwPxelbn Fkdm"new Ifuemna No7.141a5 Snox,PN Cau1.5u1s aa2I-Irm9e,11.4-spe nor sons APEX Tru eHouse M'rinelGMaGwM aM bon,P <scn LMeXe May/rJay WreEnown. PE W.60e39 PE No 59594 PE No.714W Fri eM99 BIRDS Ply.t SSON:1]]5 61 T191COMN MURRAY RESIDENCE py. i FROM: Dill WgC 12321bs / ... 0rbital 4v4 r3'e 9'11.191 tae•el 14•r , aV5tett am 4'T G u R••I E4xN•l Q4 • a %eC 9 � E3 Glemb Ih reex "all T %41••) _ N/aM K N IR%1p1 )A mygq 1911' 1 T 6 w3x4r•) ll o 1 4] maze torr t2 3sz s]'1s tris 3'334 49' 31110 y11 1d4�+ te'r 1 E Loaning DrXsrW(w0 Wind CrbeHa snow Crterla(PaPl in Past Me=61 Criabla •Maximus,Raap6pna sibs) TCLL: 20.00 Wlnd SW: ASCE]-10 P9:NA Cl,NA CAT:NA PP MacYon in line Ude6 Ldi Lop R I U I Rw IRK IRI. IW TCDL: 7.00 Speed: IW mph Ffm Ca:" VERT(LLI; 0.171 N BOB 240 A Pa28 INS /91 I- 1147 15S BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.340 N 655 223 0 808 1184 /2p /- /- 15.5 BCDL 5.00 Rlsk OGegmy:II Snow Duration:Nr HOJOI 0.130) - Windriesions bread..MFRS Dee W: 32.00 UP:C HORZ(R);0.268 J - - A Min Br9 W Mgr Req- 1.5 NCBCLL:10.00 Mean Helghb 22.65 fl Cels/Mlac Ctlleda peep Fame:1.5 O Min Bq W Wm Req= 1.5 SOIL 2.00 TCDL:4.2 ps1 Bll Code: Fee 2014 RES Mar TCCSI: 0.512 Berall A 8O Fripem=565p1. Load Duration:I25 SCOL 3.0 art TPI SW;2007 Mex Be CSI: 0.589 Saul 24.0• MFRS Parallel DIM:N2 W It Rep Fralprs Used:Yes MIN Web CSI:0.348 Maximum Top Cral Fomes Per PIN('be) C&C Dist a:3.006 FT61T;30IOyl 0(0) Mfg Spedfied Cambac obortls Tans.Comp. Ohwds Tone.Comp. GCpi:0AS Plate Typal A-B 815-1545 E-F 50.11 -1103 Wind Duration 1.60 WAVE.HE VIEW Ve,17.01.00E.045.17 B-C 648-144 F-G 84 -1352 Lumber O-D 741 -1310 G-H 469 -1026 Value Set 138(ERectem fir 013) D-E W9-190 H-1 4N -1090 Top But Need!R4 SP N2 Matlmum rpt Chchl Fords Par Ply(II Webs 2x4 SP x3 CM1wtls Tene.Comp, Chwdn Tens. Comp. :Lt Slider 2x8 SP p1:BLOCK LENGTH= 2.623q-ry 11" .46 L-J 40 -16 Rt Slider 2x8 SP 91:BLOCK LENGTH= 1500' N-M 8]9 -1% J-1 923 -34 Lumoved 1p0/2013 YALE design values M-K 1" -5A epprovetl 1130I30136y ALSC Plating Notes Maximum Web Fords Per Ply III (••)]Pull require speal poltiodn9.Refer to Webs TenaComp. Webs Terve. Comp. sdhd plate PIN del be specie posNOnin, N-D 174 -32 F-K 38 -133 Rqulre rame, N-D 5W -381 K-L 56 0 Purlins O-M BA -461 K-J 913 -390 E-M M -3]5 K-G 34 -128 In lieu Wy brovealpanels oms,aordgW difng use pu,ins M-F M -523 J-G 169 -281 W laterally pe ing as tallows: TCChoSpa24 ac) Slargfl) 18,58 Be 24 Gm 13.58 Be 51 3S9 369 B 79 3.89 38.49 BeC an 10.52 18.53 at pry2V polies OC ess sr any U,nhabove sor above Bllars at 24'OC unless stwwn olM1eswise above. Wind Wind loads Eased on MFRS tMM1 atltlbwnal C&C member design. AddNlodl Notes The ovenal height ofthis truss exclWing oveTmg h 65-10. NOTES: /f� ..dEi-.lulAaem ama.m,dnsullallnn. - u, eands,xmneany�muv w..cavnr9.ireweEcsrrL3 tC/ =T sed'emelrn¢ryu Knesnm l'artNnLlvel d.nee9 usltlhlbn. TM 2.MxTxnnWr9Y isa4titiwa name wined MJm My TeGirolPoYlnc..MMa Gr9oalun. FL'vY Frg'rcv 1111 6usmss W]51].4]45 Seen Pre,court,Sure apt.Jov mi,eue a 3}32a-rot axsIDp TrueHouse HE NEsGtily N PESo.4 Liver ;E�eoa. APEX B661M PI,114 1]35fi1T141 COMN MURRAY RESIDENCE ON.2 FROM: ORW: T14 W9t 1..b. l ... 011,0817 4V'0 ]'JY 8'11.1] tS3Y 19x0 31g 4'pe a'az res xr11 T )ae )uxsp•I E\4%BP-I 44 T u4-X. Fee. B � G\3%4 N P Tso L K M%tq IA4151t' 1 T 0 J O 1 4] a4xa tSm tz 35'1 5415 3'1'15 r OTB S Tipp) 519 1TJ9 lxT iBT LaaNtq Crimelad) Wind Criteria Snew CritemiftRin PBFI DaNC51 Crider, ♦Maxbnum Raactlona pM) TCLL: 20.00 Wind SIG ASCE 3-10 g:NA PCt NA CAT:NA PP Be0econ fiIn Inc I-Mall e/d Lor, R /U I Rw I M I RL IW TCDL: 7.00 Speed: 130 mph Pf:NA Ca:NA VERT(LL): 0.113 C 999 240 A 025 /169 1271 /- 1147 15.5 111 0.00 Enclosure:Closed ILL:NA Cs:NA VERT(TL): 0.3150545223 O 608 /184124] 1. 1- /S5 BCDL: 5.00 Brat Category:11 Slew Duration:NA HORZ(LL):0.134 ) - Wind reecWns based on MFRS Des Lo: 32.00 EXP:C HORZ(TL):0.266 J - - A Min Big WiMb Req= 1.5 NCBCLL:10.00 Mean Height:22 658 Code I Mi Criteria Creep Factor.1.5 0 Min Big Width Rol= 1.5 Soffit 2.00 TCDL:42 par Bldg Cotler FSC M14 RES Max TC CSI: 0513 13eaangs A 8 O popery=565psi. Load Duration:125 Bi 3.0 par TPI Bid M7 Mi SC CSI: 0.]31 Maximum Top Chord Fptces Per Py Qbi Spoon,24.0MWFRS PareIIBl Dist:bR no In Rep Faclae Used:Yes Max Web CSI:0.344 CMNs TeM.Canp. Glgrda To..Carp. CSC Dist a:3.008 FTdiT:30(OY10(0) Mfg Spadfied Camber. Gcxro.10 Plate Triads). A-B 618-1547 E-F SiS -1108 Wind Dure00n:1.60 WAVE,HE VIEW Vera].01.00E 0525.17 B-C 010-1450 F-G AIR -1667 C-D ]I2-1312 G-H 449 -957 Lwnber D.E BIG-IM H-1 481 -im Va1oa SM:13B IEffaOFre 61P2013) Tap oMN 2x4 SP d2 Maximum Bee Chord Ferns Par Py III Sal dead M4 SP M2 CMrds Tens.Canp. Cbada Tem. Cane. Webs 2x4 SP N3 :Lr SIMer 2a0 SP 01:BLOCK LENGTH 2,62T A-N 11A -496 L-J 49 -21 as Slitla tae SP 91:BLOCK LENGTH= 1.SOY N-M GA -198 J-1 883 -3i5 Lumber value ser-1313'uses design same M-K 1503 -675 apprpaed 11302013 by ALSO Plating NWs Maximum Web Formes Per Py(Ibs) Also, Tem.Comp. Wets Tem. Carp. 5 )8 plate(s)require special positioning.Refer M letl plate plat derails for specul positioning N-C 174 -32 F-K 273 -IDB requirements N-D 574 -301 K-L 49 -2 D-M g(4 -49) K-J Mix -336 Pool. E-M 334 -SO2 K-G 732 -311 In lieu MWucWral panels or rigid calling use putlim M-F 3311 -FK] J-G 191 -383 m laterally then cboNe ae IOI liter' Chord Spacinglinoc) Slan(0j EM(S) TC 24 0.00 18.58 BC 51 0.0 3.89 BG 102 3.89 1240 BC 74 12'44 HIM Appy palim to any chose atove or below fi11ars M 2P OC unless shown oMewdse stove. ea cad Wind loads based on MFRS etiln aaaifbml CBC ember design. Additional Notes The overall Might Mine lona excluding morning l5 65-10. NOTES: / � a-mars mrsmmirurabl^nal.reproohorm.mramv xmmwnmslnewss bevAy.iNWa BCsl w3. IThearlae4in lroxxxxiefo Naarsomlva pYmauiy inHalbtim. f.AwnTM�vbayi¢ef aw¢remeaarea EyJaz GGm TeWeYgY^c-Fldiaa CaWe+tim. I.En,— &iSlemNo.1.1-134E SNM.n fouh.Sure h.,JxkunNlle.FL 31Y14-90f inandom—ESlip APEX TeHou a PE1 W fi�D8 n FE ND SMOf PE No 371457 for", ria BW6Py'1 SEON:1111l CONN ' MURRAYRESIDENCE Ory:8 FROM: DRW: 5 Wgh 121.8 JIM 495 ]3'! 811',3 lrP 1411 187 4V6 YJZ 1'CS 719 992 3',P11 T °u y) E\4xM•2 Q 4 2 �y T 92 as Sam e4%1p N T 01"1 .1xe �te'Ir II J O 1 1 .Sx.,••, +z J'SZ 5425 1'119 9T1J'1P12 •„ 3YP10 y1'B 11'1- U'B-0 1C]' LSep Loading CMpar, Wind Cribdis Snmv Dhat a (Is.ork FBH DNBCSIC.. •Maxknum Res911pns god) TCLL: 20.00 Wh 91 ASCE?-10 Pg:NA CLNA CAi PP DeOepron In k,LidenM LacR IU /Rw IRh /RL /W TCDL: 7.00, Speed: 130 In PI:NA Or NA VERT(LL): 0.172C 999 240 A SIN 1265 /271 /- /147 /5.5 BCLL: 0.00 Endpapers:Creep Lu:NA Gm NA VERT(R): 0.342C 652 223 O 600 /282 1247 /5.5 BCOL: 5.00 Risk Cale,ou,It Se.Duration:NA HORZ(LL): 0.131J - Wind reactions based on MWFRS C"Lid 3200 EKP:C HORZRL):0.260 J - - A Min Bq Width Real= 1.5 Ni 10.00 Mean HelgM:22.65 It Code I MMC China Creep Fal 1.5 O Min 8,Width Req= 1.5 SGML 2.00 TCDL:4.2 par Bing Code:FBC M14 RES Mx TC C81: 0.543 B"digs A&0 FCperp=565psi. Load Dumbon:125 BCDL:30"f TPI Sid: 2007 MMI BC CSI: 0.670 Spal 24.0MFRS Parallel Chat:O W W2 Rep Fahs,Used Yes Max Web CSI:0.343 Maximum Top Chord Forus Per Py gbs) C&C Dist a:3.00 ft Mil 3010i0) Mfg Biondi Camber: Chords Tens.Comp. Chards Tena.Comp. GCN:0.10 Plak Type)s): A-B 671 -15416 E-F 515 -1098 Wind Dura,lan:1.60 WAVE,HS VIEW Ver:17.01.00E.0525.17 B-C M-149 F-G 809 -1457 Lumber C-O M-1311 G-H 49 -1009 Value SN:13BIEnedire(V12013) D-E w-122 N-I 496 -184 Top chord 2x4 SP M BM Pond 2x4 SP IC[ Maxlmmn Bal CM1wtl Force Per Py(fibs) Webs2x45Pe3 Chri Tina Comp. Claims Tena.Comp. Lt Slider 2,8 SP 01:BLOCK IENGTH= 2623' RI Slp-N 1178 -530 L-J 43 -10 : ider 2x0 SP N1:BLOCK LENGTH= IB00r N-M 610 -210 J-I 98 -410 LumpWdlMer value se13t,y ALS design values M-K 132 -52 aplxored 19b20+3 by ALBC Plating Not" Maximum Web Fail Per Py fibs) (••)7 PIate(s)regWre somal pasilbning.Refer to Webe Tens.C.p. Webs Time. Comp. wled plate Plot deals for special positioning reguiremenk. N-C 174 -32 F-K 28 -123 N-C, 571 -415 K-L 56 0 Putll" 0-M 891 -471 K-J 899 -109 In lieu ofsuuclural panels or rigid ceiling nee Pumns E-M 2M -49 K-G 476 -,m to lmardly brace moms as follows: M-F 286 -526 J-G 19 -311 CmmJ Spacingnmoc) Stan(d) EM(r) TC 24 000 18.9 BC 51 000 389 BC 88 3.09 11,19 BC 88 11.23 18.9 Apply at OC Plains to any essM1oxbn olnenWxaa aro Ie. there Wind Wind loans based m MW FRS wiN additional C&C memberdesign. Additional Notes TM pveall height of this truss extluding-rdsmg is e-510. NOTES: xo e iga,xMrg i.nm Aunt«m slou.rorm:laleem. nsonnvinnctin,amvn"nvl,glMewssared lWleeceloJ, 1-n TAY �nauld Ee uSM in ail[n-arre.mnl—onduce-pr Wun. THy I. Ps, orMolcgyu.loaus,nems wmM pyJU Fou TetJrckm'I,Form.Cvµxhim Ns .Engineer 1.1 es W,7i ]-41115 bn P.Ccun,5uiR4 ,Jxk W..FL3]224-9W.a IUM 1Y ueHouse PE ;.3s" no.71457 PPECd.801.w ad APEX 66806 Ply 1 SEpN:1]459/T401COMN MURFAY RESIDENCE Wo:4 FROM: ORW: T16 Wgt 16.81bs I ... OtIOBIt] R8 4'11° "8 N-8 3 p B--4X4 Ch =3X4(B7k4111 SEEX4(61) 1 T 191"2 1 -0- AE' 4'11" 4'11" Lwlllm Ultra NmWind GrileHa show Claude(PoR b PSF) OpmLSl Cdada A Mudgmen Rased..go" TCU, 20.00 W inE 511 ASCE]-10 Pg:NA CC NA CAT:N PP DeIIxEm in Ila t/Ee8 LIV Loc R IU I Rw I Rh I RL IW TCDL T.00 Speed:130 mph Pi:NA Ce:NA VERT(LLF 0.004 B 999 240 A 150 150 163 /- /5 17.2 BOLL: 0.00 Endosum:arced W.NA Cs:NA VERT(R): 000] B NO 180 E 158 IN 10 /- /- /7.2 BCDU 5.00 Risk CmegOry:11 Smr Duration:NA HORZ(LLF 0.001D - Wind reactions based an MFRS Das 1 32.00 E)CP:C HORZITL):0.002 D - - A Mm Big Width Rap= 1.5 NcB 10.00 Mean Heghc 15.00 fl Coda l Mac Corona Creep Faber.1.5 C Min Bq Width Rep= 1.5 LOMB: 2.00 TCOL:4.2 ps1 BMg Cade F8C2014 RES Man TCCSL O.O5o Bearings A B C Fcgere=NAPS. Lead Duration 1.25 Ap1 TPI SM: Mar 0.074 Forces Per Py(IM) Sptlrg24. ' MFRSPam11N Dim.Omh2 Rep FadorsJsedYea Mar WebCSI:DaMaximum Top Chard CBC Did a:3,00 8 FTIRT: )10(0) Mg SpetlfieO camber. Claude Tem.ComV. Claude Tone.C omp. GCpi:010 Mt.Typeds) A-B tB -217 B-C i9 -27 WAVE VIEW V¢ l]AiWE.02 .Wintl Manor:10 Lumber MWmum Son Chord Far..ParPy e. Chords Tem.COm0� CMNS Time. Comp. Sec 136(E8edive&12013) Too c Tcp hoN 9[45P N2 A-D 196 -157 O-C 1$ -19 Bq Umd 2x4 SP 92 Webs 2x4 SP 83 Most mum Web Fmcee Par Py gra) Lumber value set'130'uses design values Writes Tens.Comp. approved119012013by ALSC B-O 52 -6 Femurs In tau M strudu2l parols or rigid ceiling use wines to 1Mem1y bare Nerds as mlwwa: CoNd Sp isdggn m) Sladlft) EM(fl) TC 24 000 4.92 BC 56 6.15 4.77 Apply purlins to any chards above or below fillers at 24'OC unless sh.observers above. Wind Wind leads based on MW FRS arm additional C80 ember design. Atltlllmnal Notes Tre evening Night of Nis N.excluding overran,is 1-1-9. NOTES: T— ) I.]N,dl,:. msero«m sone lot regov. ,outerviiwneeo..armmmar 9lM miss minalI. .acsltm, H weammedmm.N..m m.vorsedam dare awsamess Son 2.am.T.a..amsv'a a as.room mired Mda.rice,Tommaso lot.Floods wa°an Rome Fnoiaae. Bu....sNo,]sa].4ND Sono.Pan coon,was 4112.Jaa—ho amen-bi821 WanJoevAPEX MYi.atl GKoabxN+' PENo syAom DeMt,7VmY JPE No'leres TY•ueHouse PE N.FOa38 PE No d5xi FE No]LS] PE No 8W93 BURNS PIM1 SEDN:94011 T4]I VAL MURRAY RESIDENCE py. 1 FROM: DRI: Vol Will WISlbs I I / ISa~�2VM4 112 34'14 4'9ry4 89ry4 ]'1411 89'14 140.14 11'89 a 1'1' is 1Y 1'1' 1'1' tY" T EyyA 12 0 F 8 � C G F 19 N -3x4a•I -�^I••, �18'tptt O O H M L K J 1V' 1'4- 1'1• 1Y• IY 1'4' 1-11 s 1911 3a 11 49141 Bq-14 x4111 Ba t4 104111 nre9 18 211-1,4~ IR1 2 LoaGrg Criteria20.001ps0 Wine Bid: Snew CrlgNa(PaPlin Pi DOW INCCIaM ♦Maximum paeclbna(Iii or FF TCD1 20.00 Wind SILL ASCE)-10 Po:NA CI:Nq CAT: PP DiNtllan in dol-men LM Lac R IU low /Rh /RL IW TCDL 7.G0 Sabi 130 mph PF.NA Ca:NA VERT(LL): 0.001 P 988 240 0. 115 120 120 /- 19 /145 BCIL: 000 Embaum:Closed Lm NA C. NA VERT(R): 0.001 P SON 100 Wind mamions thwart on MWFRS B L: 50O Risk Catdi11 Snow Duration:NA HORZ(LL4001C - - A Min erg Width Red,= - Das Lll: 34.00 EXP:C HOR2(%L -0.002 0 - - Seeing A pope,=565pai. NCBCU 10.00 Mean Height 19.15 it Coda/Mlec Crdedx Creep Fatal 45 SOMI: 2.00 TCDL:4.2 of Bldg Coda:FBC 2014 RES Mai CSI: O.090 Maximum Top Chdrd Fortes Par Ply(lbs) Load Durmon:125 BCDL:3.0 pal TPI Sid: 2007 Max BC CSI: 0.070 Chonds TemAomo. Chorda Tem.Com Spxi 24.0- MFRS Parallel Dist:0 to h2 Rep Feamrs Used:Yea Mss Web CSI:0.05) A.B N -fit E-F 111 -01 CBC Did,a:100 FTMIFT 301 D(0) MID SperifiM Camber. B-C 9 -% F-G % -% GOpi:0.10 Plate Tyye(s): C-0 47 -54 G-H 71 -7) Wind Duration:1.00 WAVE VIEW Ver 17.01.00E.%25.1) O-E 111 -01 H-1 04 -97 Lumber Add not Nobs Value Set:13B(EBemhre 5192013) See DWGS A140MENC1010145 GBLLETIN1014 be Maximum BIN Chard Forces Par Ply pons) Tap chyd 2x4 SP gable wind b2drg aM alMrrtyuinamenls. Clanda lrsrxanp. CM1aNa Tart. Comp. Box wd 2x4 SP d3 See DWG VAL160101014 for Valley details. A-P U -9 M-L 02 -45 WeM 2x4 SP 93 TM oweall height of get truss sxciudi Lumber Valueset.138'uses design values 4-2-13 g n3 werharg is P- D ]4 -44 L-K 78 -40 appmVetl igp20t3 by ALSO O-N 79 -N K-J 74 -40 N-M 82 -4$ J-I 8I -A At singMat Not" Allp Insure 3%4excepas n0bd Maximum Web Fm. Per Ply(Iba) Webs Tans Comp. Webs fens. Comp. sox2pPtte Act dnewetaspecialerpositioning.ia, R.erb caMdplate Nd tlelails forspecial positianin8 B-P 13 -153 J-H R -153 red,uiremants E-M 13 -tN Pudina Maximum Gable Foresa Par Ply(lbs) In lieu of prinsralpanalsdngM rtilitg use pulling Gables T.N.Cam GablBs Tem. Cam to Ali para agin c) follows p• 83 TC Spadng(In oc) SMnlfl) Eaddh11.57 C-O 03 -155 L-F % -103 TC 24 0.58 11.51 o-N % -1H1 K-G SS -155 BC an 0.43 11.72 nue Apply pontismanychords OnaMVewow. fillers at 24'OC unless shown omerv4sa above. Wind Wind pada based on MW FRB.11 addamel C&C member resign. NOTES: t,ihi¢-"a i-Ill roast or--ral ebrieN—Ing.Ppy4anel'nsau'tima xtamWTrd mu We¢traiilp.iMWe8C811-0J, I T"Id ne ImlurclimsMll me ,,sx,sNpion¢OUMBInsI&latian. 2 PFex TMmwpy i¢a"'rou¢raw.ayJaz Apar Teenmlogy Inc,Final Cwpaaroa Fiona Erghwr 8—No]w-4]45 sulbn Pai Ccun.slide wz.Jaa¢onvole.FL 32zza-98p.92r and TrueHouse aEN's. >PENm a:o,^:57 " nmE. APEX DRAFTING BY: Q X1.1 17'-8 3/8" 26'-1 1/8" - - -- 61'-0" - - --- - -- - -- - - --- ---- - - - - -- - - - X 6'-4"f 6, „ f _ 13'-6" - 20'-2" _ - 21'-0" � O ? r ----- -- ----- -- ----- - ---- -- -- -- -I ii O w 06 a Ix I Ix CMU WALL(3) � 0- Z 2 0 I. COURSES TYP at PORCH w ( co (RE: STRUCTURAL) I j ��-, ZO aj U- �, o 0 true design studios LL 4745 SUTTON PARK CT.,SUITE 402 JACKSONVILLE, FLORIDA 32224 P 904.821.5200 F 904.992.8700 WWW.TRUEDESIGNSTUDIOS NET J " ( II Q I I I I I / op 00 v J --- - -- - -- -PAVERS OVER Q SLAB `. CONCRETEI E: DIMS at ;- - -- ------ -- - --- -- -- '— i I wOO EXTERIOR OCE OF ARE Z I I 10'-0" 3'-6" FTNG (RE: STRUCTURAL) - - _ 6" - - 1FORMED NOSE AT � _ r EDGE OF PORCH SLAB `' II (TYP/RE: 5/A500) NI 3:-0" /12"/ 6'-4„ � 14'-0" � 19'-0" i 14'-8" �• ---7'-0" --------- �, - Ll.. I - - ! -- - - -- -- -- - CV---- -- - - -- i - — - - - _. ._ .-- - - --1 �— NI L0 I - L- -- --- -- -- - -- -- - - - I z W I I CN I I� i I � _ J Ii �— -- -- --- --- -- - - - --- - - - -- -- ---- - --- - Q ' o V ^� IU) i -- -� Z oto"-- lw ILLI Q I � I zo 2 \. N w Z (VERIFYILOC) - co, ? w J r: \ o 5 o I ZD; CV (� I Q CD cc I I W CMU WALL(4,COURSES c��I // // TYP at GARAGE - // // (RE: STRUCTURAL) _ w 11 -6 1/2" 3'-2" 0 6'-1 1/2" I Q - - - -- -- o 4 J W V ca a 1- // v rI M IW Z ZDit r I I I -L, - ,: i -- --- - �'', --- - I I W I- I -- -- I • I - I N - -- -- - - - -� I 5'-8" 7'-8" 5'-8"V-811 ZN j w ?_x PORCH FLOOR w FRAMIN at ENTRY a oo j ci v i cn PORCH! ONLY t� 4'-U" 6'-1 1/2"- 1'-4" /2" j OFFICE COPY \\ \ j (RE: STR�ICTURAL) / ,F _ -- -- I \ ) I I ` o, ` \\ ' f _ ----- ---- - ATLANTIC BEACH - \ CMU PIER(2 1/2) — --- ----- / 6-8 1/2 - I COUNTRY CLUB rn COURSES TYP at ENTRY ) 4"THICK CON SLAB CONT THE FULL - I \\ PORCH (RE: STRUCTURAL WIDTH OF THE STAIR.'EXTEND 4" BEYOND LOT 105 ( ) •I'" -- / SIDES OF STAIR AS EMBLY MIN I YP _ 4 I I II �� i ATLANTIC BEACH FL ti \ \ ( %4 cM J N PROJECT NO: 2016.3574 1 e I DATE: N �a J•OA + \ \V l I 1 A300 07-08-16 N DRAWN: \ " RKM O CHS: DWR Z oo O v y I j I 00 REVISIONS: U 10-27-16 FWH v v t , ! 11-30-16 RKM (n I �I 02-27-17 RKM . I \_ - - - - --- - - -- - -- ;I 03-01-17 RKM Z 04-05-17 RKM U tds i LL T-4 8'-0" -3,-4" - 14'-8" 7'-0" w Al 00 D ARCHITECTURAL FOUNDATION PLAN - SCALE: /4„ � 1 cn i DRAFTING BY: Q 0 w r X r ATLANTl (w.,'f'6 z BEACH COUNTRY CLUB , LOT 105 Q w 1777 MARITIME OAK DRIVE z z w DUVAL COUNTYF LORIDA32233true design studios LLTLA BEACH , 4745 SUTTON PARK CT.,SUITE 402 JACKSONVILLE, FLORIDA 32224 w P 904.821.5200 F 904.992.8700 w WWW.TRUEDESIGNSTUDIOS.NET U D w H Q Z w 0 0 / o / -- I w I I U ! U) LL \ ---- --- - r� 1 - I u. 1% J/� w / - — ---- - ------- - - 1 \ r-1 I � L I -- -- —�i 1 T ' 1 r ' Z it it ; I I r - ---- - - - - -T- _ r7—: - ' �- _ wI L - - - - _- ABBREVIATIONS LEGEND NOTETO FRAMER: GENERAL NOTES: PER FBC R-312.1 PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN REFER TU STRUCTURAL 30"ABOVE FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. AREAS DRAFTING BY: Q ------ -- --- ---- - - - -- F` • PER FBC R302.12 IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USEABLE SPACE BOTH PER FBC R-312.1.2 OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30"ABOVE - _IdCINFER�f`�u I:!RA:WING.�, I Q ABV ABOVE FL FLOOR LINE(MAT. CHANGE) SD SOAP DISH FOR ALL EXTERIOR VVALL STUD ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFT STOPS FINISHED FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED SQ. FT W SPECIES, S= ZES SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED VERTICALLY FROM THE NOSING OF THE TREADS. AC AIR CONDITIONER FLR FLOOR SDLTS SIDE LIGHTS cY AND SPACING 1,000 SQUARE FEET. DRAFT STOPPING SHALL DIVIDE THE CONCEALED SPACE INTO 1 ST FLOOR 2109 � AFF ABOVE FINISHED FLOOR FP FIREPLACE SGD SLIDING GLASS I�Oi)R ! APPROXIMATELY EQUAL AREAS AND INSTALLED PER FBC R302.12&R302.12.1 • PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR - AHU AIR HANDLER UNIT FXD FIXED SH (2) SHELVES (QUANITY) AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL 2ND FLOOR 737 BLK BLOCK FXT FIXTURE SHWR SHOWER i NOTE E TC}CONTRACTOR: CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4"OR MORE IN DIAMETER. FUTURE GUEST x CABS CABINETS GLS GLASS TB TOWEL BAR INSTALL :ill-.. i-ac7U;,W 554 RAP, X '_ -_ -- _ --- - - - -- - --- - - -_ CLG CEILING HB HOSE BIB TPH TOILET PAPER HOLDER WINDOW AND DOOR FLASHING, SUITE- - - - - - - - CHR CHAIR RAIL KS KNEE SPACE T&S TUB and SHOWED TAPING AND SEALANTS PER TOTAL LIVING 3400 COFF COFFERED LAV LAVATORY TEMP TEMPERED j MFR WRITTEN INSTRUCTIONS COL COLUMN LT LAUNDRY TUB TR TRANSOM -- Z COMP COMPRESSOR MRBL MARBLE VOL VOLUME -� Woo =' j', j Wow ENTRY 134 d CRN CROWN MOULDING MC MEDICINE CABINET WC WATER CLOSET cr o rr 89 CVAC CENTRAL VACUUM SYSTEM MIR MIRROR WD WOOD o a ° I o ° COVERED PORCH 196 W DBL DOUBLE MTL METAL WH WATER HEATER ! Q. w LWU v ( a w v GARAGE 755 Z DIAG DIAGONAL OH OVERHEAD WNC,*T WAINSCOT I a I. a _PATIO I' < iL a=' - DR DOOR OPNG OPENING bVS^ WATER SOFTENER ENER z o 10'CLG BREEZEWAY 61 DRY DRYER OPT OPTIONAL WASH WASHER i O w 1 o 9 ui -- — a- DW DISHWASHER R&S CLOTHES ROD and SHELF o U O � PAVERS i ; 0 U O ce TOTAL NON-LIVING 1146 true design studios IL EB EYEBROW REF REFRIGERATOR 4745 SUTTON PARK CT.,SUITE 402 JACKSONVILLE, FLORIDA 32224 FOR FUTURE P 904.821.5200 F 904.992.8700 J - TOTAL UNDER ROOF 4546 � WWW.TRUEDESIGNSTUDIOS.NET FIRE PIT 17'-8 3/8" --- 2r'' 1 1!8 / - - 61'-0" - - -- - _ - - - - -- I 6-4" 2'-6" 10'-10" 20'-1" 14'-0" 7'_0" -- ---- - -- - - - - \ - - --- —_ --- - HDR a- - -- - - - ----at t99' qFF- - -(TY-P)-- -�- - - - - - - - ---- -- ~ IJ - - --- - - - ------ - -- --- --- - - - - - - - - ------ i--- - -- -- - - - - - - Z I;Q I I I � t� X ! 22.5"x34" � I I ( - - T-8" �' �IN a ATTIC ' 13'-4„ „ 19--0' co - _ _ 3'i4" 3' 6" 3' 6" 3 6 3 6 W ED „ �-AccEssJ „ COVERED I --_ _ I ! ! - _ I / T-2" / I / � 3-2 7-O' 6-4 ( I I I 50/50 SL F'-0" H.H. --- 30/60 SH 30/60 SH 30!60 SH 0 PORCH o' � 20!00 SH � � - l � 18'-a° H.H. 8'-0" H.H. e'-0" H.H. I __ . _.----- --- -- --- JIM 30 j L(3 PAVERS SH ABV I `1 2013 0' Ln " „ z MICRO _ I -- -_ 9-6 9 6 8-0H.H. -'� z 8-C H.H. OVEN/ _ _ .�< _ Lam_ PANTRY KITCHEN -- -_ -_ –---:. 6, SINK TRASH wTc�EA'rErDC)�i TO iSUFPORT LbDLABVi 10'CLG � �' 10, CLG -- - - --160!80 (TYPIRE: S �CU URAL) �6 SGD - - VQ WOOD O --- C.0 (WO RD C, I ±1T�6"CLG w w I ( _ I SHIPLAP I o' iY 1 Z IN — _cp,,/ 5 SKS I w j -CL -- 6-2 1/2" y 6' 3 - _6'-8" wOWN S w cn ��- 48" H ENCLOSlJRE r OHC 4-0' 10 2-0 2'-0' 3-0 W ? i T'' 10'CLG u=i W C `� `r SAS" 9� LAP SIDING W/ i a � t- w ! I G _ . - _ �) OU Q WOOD 1 I p I r,, 10 CLG , I --- r 8"-8"-4" EXPOSURE n O , O ! - E- w ° w _ ALINE OF DORMER ABV J r Z o /\ h \ 10 < ,� n< 1N14"TRIM { YP at p X �- WOW z LIVING I aIJ ro �' ti� \ Tc� U;II I`TY YARD PER { � o W I— � ca � O � cn U W - -, wow- O- Y I' Z U_ VAULTED CLG „ Z O - s��'NLt�S SPEC 2 �- O H z co' Z d m Q WOOD 10 x10 w ` � _ Q z I--o cn I N OU w O w CLG FLAT wZ = t- o 01- 00 (1) CRN \ i ` up t[! (V' O I co > —I W N p �J (O e \\\ r ev oo I M ~ = M N 19 6 1/2 4'-6" 6-3 �1-Y 1p) 2 1 E/80 N Jx 00- �� / -- -_ Z ch „ / 0 rr G - - --- - -- - _ ----.- - - ° u \ F�- -- -- W / f LNDRY -- ! - i o 10'CLG W w 0 --- -- -- " , " N �� ._— �� r , -- / - -- _ �'� _ 5 SHS 3._2 -4 O C14g 1�Ej JC Xj. rS�`�� 1 ! \ — F NE OF DO MER ABV ---- �� y / - w= LL.I O Z, U TILE U M 8'-0" 5'-0„ I N g <� - X= iv _ -- U A/V/SEC 0, o �' 6 (1)24"X48"DECOR b��0 '� y X� �,)' .' ±6'-9 5 1/2'/ I � o N b -- - \ C} I p „ _r- „ o SHUTTER at 6-0 N.H. \ �a y G' , C ,�. �� - --- - 6-10 -- 13-0 6-2 1/2" - 1 6,78„ I � N rn _ w E „ - (at 7-8 H.H.ABV v �> � .y ,l�}, 4�� < " { - - - - _ _ \G ,5/ (. � , �t�- -'L - -- 30/80 BRN " li „ - z ^ ,t, 10 C -- N\W J U Q X= _ co _ y GARAGE FFE) Q RE: ELE ;, '�- `' ,,r. d` ?;- !„ C� w I ±17-6 ICLG I a u WOOD 3 SHS c� U. _ `�' `_�'', (� Lu ( — z _ , p. O c„ r a I N ° 4" 3'-7 il2'� - 3'-9 1!2" �`� w z o� �� o W V% �._ ° FOYER I MI ° � - Nco � �I SII V �— �Cf�Y< ,( ;,� c> 10'CLG �I 30!60 SIS io, LL u=i N N Z ✓.' O �. li MUD C] I $-0' H.H. Q UP cql O „ �Fr1-— tds �; WOOD y --t J �. .G --_ , 10' CLG '� _ 72 W OPNG W!30/14 v - \ 3'-2"1 1 1/2" Z O uX._- W Z G -. � \ qq _ _ (1) CRN _ (HDR aN9'AFF) TRANS ABV - �. F- J W _ TILE 3 c' _ co m -- �. — ------- �16"H BENC ' _ SLP CLG `�' 48"x5s:, r: tx;" 0 840 H.H. Q' - G f I mjo C,4 SII W Q n; . Q�' . �a,; vy. STORAGE BELOW�,, W/30/14 - - -- N ,- TILE Ts E SHIWR \ - ' '` \ O G \ c ,.. �� ,, a�,. �� nd.. PER BLDR SPEC DINING r , WALK24/80 PKT r-i O'Q 10 CLG TRANS ABV \ ,. p - 4^ '> 5'-0 /4" WOOD 30/$0 TRY 7 S i.' i4 °° -\ °', w= / - / / W/ 2 10/60!SDLTS Wt / / - z". cts cq _ o_ _ -' ' / 2'-10" 2-10' 2-1 Q 2-10' , � M /l N _ '`' 6' ,.- F 1 24"X48:, O O/14 TRANS ABV = `o' 13 HAND/ � U' , �� 74 '9 ��o O GARAGE E �.,� ; O 1 CRN � (2) 30 „ „ 8 r�,, 1-8 10 CLG � , SHIPLAP _ _ - ---HELD - \ 6' ti?tiy 9'-4"CLG ABV GARAGE FFE -<\ ' ��'° SHUTTER at =I -- / - - ,� 12 •.- - o=j 5 8 7 8 0 5 8 � � :x � TILE I \ G C ° 8'-0" H.H.` e oI 10"SQ FRAMED- ENTRY, i i0 co T � � LINEAR - PWDR OI°�� r� ±T-8"ABV MAIN BETWEE�, �\� y": _ (RE- ELEV) co FINISHED 0 _ a SHWR DRAIN 110-CLG N ,�. WALLS&CLG4 COLUMN(TYP) j N =v- to TILE ' _ �+ r P r' - HDR at±10'AFF -HDR at_10'AFF . _ '�riDR at±10'-AFF Z ��, ; 4'_9" - j 5'_ COVERED WITH GYP BRD O d - DRAFTING RY: Q 0 W r NOTE TCS < 11ZAI4E.R: X STAIR NOTES STAIR NOTE -NGIN TCT-)R,A. t'G s `�+{ INEE�'�II�C, t'P'�.1�'/4�'d�� r z I 1�e At..L � Ojy; f . �. ' at GARAGE _ at HOUSE ��TUi:z - r ,4 O 1. (17) EQUAL RISERS AT 7 7/16"EA 1. (19) EQUAL r?;SER;AT 7 7/16"' EA �AND SP't '11N, , (15) EQUAL TREADS AT 10"W/1"NOSING EA (17) EQUAL TREADS AT 10"INI 1" NOSING EA (TOTAL TREAD DEPTH TO BE 11" MIN) (TOTAL TRE,,,C DEPTH TO BE 11"I'VIN) w NOTE _ 2. TREADS SHALL BE 2x12's GLUED and 2. TREADS SHAk_L BE 2x12's GLUED and INSTALL ALL HOU E1`RAP, Z NAILED(RIPPED DOWN AS REQUIRED) NAILED (RIPPED DOWN AS REQ0RED) VVINDOW AND DOt,RFLASHING, TAP=ING AND ; + A AN S PER ofof 3. RISERS SHALL BE 1x8's GLUEC and 3. RISERS SHALL BE 1x8's GLUED and MFR WRITTEN INSTRUCTIONS CTIONS true design studios NAILED(RIPPED DOWN AS REQUIRED) NAILED (RIPPED DOWN AS REQUIRED) a7a5 SUTTON PARK CT.,sulrE 402 LL JACKSONVILLE, FLORIDA 32224 w4. LANDINGS SHALL BE CONSTRUCTED OF 4. LAND;NGS SHALL BE CONSTRUCTED OF P 904.821.5200 F 904.992.8700 WWW.TRUEDESIGNSTUDIOS.NET 2x8's @ 16"OC and DECKED W/3/4"T&G ' 2x8's� 16"O,and DECKED W/3/4"T& PLYWOOD GLUED and NAILED PLYWOOD GLUED and NAILED U 5. STRINGERS SHALL BE 2x12's EQUALLY 5. STRINGERS ' HALL BE 2x12's EQUALLY i, SPACED (TYP) SPACED (TY') W z - - - - - 39'-4" - - - _ - - - - F - 18'-8" _ - -3'_0" - „ - - U 14'-8 /-- 4 0 w LLI — '� -- - o - 30/50 SH 30/50 SH O C) r - - LO +1 U I T-0"H.H. T-0" H.H. I zi 1a i -- --- - --- -� ;n L------ --- - ----- - - d ! Jo ! BED 3 Q SLP I - �� sr•, ao CLG SLP TO 9'CLG I CLG V z `\\\ 0 I NII I cn _ c Z \ :;, ! LL 0 0�' o I d Q w `b t- I w o V I co Ay ! I v \ \ ;7 C4 1 - f0 I w 3: Ib 01b z r, i o yam, u i � ' 26168 PKT -- ) i 0 \ /DN o., FL Q 10, 461 01; `o 61, j'+" �0�aT � ~�; „ LL p 8'CLG - a I o W -. / y i 1 \ Q W u ! U C° - --- TILE w H I �' w i ��Oo�•T� v - .y ,,, ;fd/P' Q L) ��°o 6'-4 1/ c w Z s E h I uy o f t_; p Z Q Q ~ `n C- 26/68 PKT' 1 _ Q A _ \ \ \\ �., 30/68 I 3 3'4" 3 1 - -_ '-10" NOTE: ..p , TUB R.U. Uj 5'-0 - 1 F .ti _� z 8'CLG 4cH H---- _.-- \ -\ "' T-6" I in Nil O - 5� - ---- - ! o LL1U 1 �� G i `^ d \\ p� -- - \• \ \ FUTURE \9 I - rsr., 17 22.5 x3 BATH 2 z= W \� _ '' - - - -- - L— �z i = 161 ATTI 8'CLG o= LSI GUEST \ ,` k ---- --- - --J No 16 _ 15 __ACCES_ �;�'il coo J \ \ � \ * N � 7 !. ry 1�# 26/68 PKT N r` SU ITE I ih \ LO 6'; \\ SLP TO 9'CLG ,28/68 J G' N 2 8 I 13 i 8 CLGLL N \ Os N 9 42 a. TILE co o- \ N "€0 11 2 ' OFFICE COPY 17 LL FD i c; t �h � I ! 1 ❑ ❑ STAINED L-- - ------- -- --- ----- ---J TREADS 2 h a ATLANTIC BEACH cp� \ \ G COUNTRY CLUB v �'o, y !� �� °�6 �Fy LOT 105 ATLANTIC BEACH, FL BATH ��. ! O - ---- --- -- N \ c? \ SLP TO 9'CLG PROJECT NO. N co I \ \ ��, ! 2 7 � ti \ / \ TILE � �' < 2016.3574 b` d I '__ Ali � DATE: N � 07-08-16 12'-1" DRAWN: I .�\ � O ' RKM SLP BED 2 SLP cHKD: SWR \ Oo N — \ CLG SLP TO 9'CLG CLG REVISIONS: U ¢ ! I Q 10-27-16 FWH 11-30-16 RKM �. °-- - - -- -- -- -- t - 02-27-17 RKM (n 30/50 SH 30/50 SH r 03-01-17 RKM z r-o"H.H. 7'-0" H.H. ! I I' 04-05-17 RKM (� 6 5'-7� -- - -- ----- - - 14'-8.. 0 4._0.. - 3'-0" - - - 0 tds I 0 2nd LEVEL FLOOR PLANAl 20 Z) SCALE: /4" V-0" U) DRAFTING BY: Q 0 L0 ti X ROOD VENT CALCULATION ROOF NOTES -- ---- -_- FORMULA: Z 1. INSTALL ROOF VENTING PER MFR WRITTEN 0 INSTRUCTIONS PER FBC SECTION R806 1 SQUARE INCH VENT FOR EMERY 300 SQUARE 1NOFIES OP CE ILINi Q *144 SQ IN = 1 ,Q FT W 2. ALL OVERHANG DIMENSIONS ARE TO BLDG CEILING (SQ FT) x 144 = BLDG (SQ IN F- EDGE OF RAFTER. REFERENCE WALL BLDG (SQ IN)/300= SO IN OF VENT REQUIRED Z SECTIONS/DETAILS FOR ALL OVERHANGS SQ IN OF VENT REQUIRED/2= 50%AT HIGH AND 50%:AT LOW NOT DIMENSIONED PER FBC SECTION F806.2: 40% MIN, BUT NOT MORE THAN 50%OF true design studios 3. GUTTERS(NOT SHOWN FOR CLARITY) VENTILATION MUST BE PROVIDED BY VENTILATORS LOCATED A LL I 4745 SUTTON PARK CT.,SUITE 402 TO BE HALF ROUND at CRITICAL AREAS MIN 3'-0"ABOVE EAVE JACKSONVILLE, FLORIDA 32224 W BASIS OF CALCULATION: 2,-0„ P W.TR EDES F STUDI 2.8700 i WWW.TRUEDESIGNSTUDIOS.NET -J - U (a) RIDGE VENTS-CUR-A-VENT V-300 W/ 13.5 SQ IN (NFVA;, PER LINEAL FT - -- (b) SOFFIT VENTS-CP T3-1/3" FULL VENT PERFORATED v Vdl 9.19 SQ -4 � IN (NFVA) PER LINEAL FT \- - I !' �_: - - --- - - -n- - --- - --- ---- - T --- - -- - -- - - 11 LESS II Z CALCULATED LINEA_FOOT OF SOFF!T'JEN7 SI� TALL NUT C.LUDE I NON-VENTED FIRE RATED SOFFIT LOCATE( LA SS THAN 5 FROM I I ( ' NOTE TO ROOFER_ : PROPERTY LINEi INSTALL COR-A-VENT V-300 u } W CONTINUOUS at RIDGE OF 2'-0" - ROOF VENT CALCULATION � t / / W i?EQUIRED PROVIDED 9/12 PITCH ROOF AREA HIGH LOW LINEAL H!GH LINEAL LOW � ! I o � I (SQ FT) --- ------- -- ------- \- LL (SQ IN) (SQ IN) FT (C)Q IN) FT (SQ IN) N o N o. 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SCALE: -0" Aa00 w LL O 0 a 0 1 112'°i 1, U) w I 2V-4"x,,"/4"DEEP I V-4°`' (MIM \ V T_ .FORMED DRIP EDGE I 2'-0" MAX /_+____ MTL DRIP FLASHING ---- --� \ 0) T i ( ) / / HEMMED EDGE SET IN CONT - -- j BED OF SEALANT Z I NOTE:APPLY SEALANT AT ALL �- - EXTERIOR MATERIAL JOINTS#lt: - j ACCORDANCE WITH ASTM C 834ry Q ----- AND ASTM C 1193 i 1 VJ ----- � 2x PT BOARD MOUNTED TO � STUDS BEYOND W/CODE - — ---- - �_-_ APPROVED FASTENERS z i - Q j - I w - � c/) Ili OF WATER TABLE w DETAIL(RE: 1/A400) I J /r (n MOUNT CONDUIT TO N j / 2x6 PT BOARD W/CODE d in i � I Z 5 PORCH EDGE DETAIL _. .i � w o � / APPROVED FASTENERS I i A500 02016 TRUE DESIGN STUDIOS INC. SCALE 1'�' = 1'-0" � � Z it li --FOUNDATION STEMWALL — 1�� A OFFICIO COPY GRADE ATLANTIC BEACH COUNTRY CLUB LOT 105 ATLANTIC BEACH, FL 1` - I o �s� ELECTRIC METER CAN FINISH DETAIL I DATTEECTNO: 2016.3574 N A500 ©2014 TRUE DESIGN STUDIOS INC. SALE: 1%2' = 1'-0" 07-08-16 O DRAWN: RKM CHKD: D`^ R z V Yfl O REVISIONS: 10-27-16 FWH 11-30-16 RKM H 02-27-17 RKM (n 03-01-17 RKM z O 04-05-17 RKM U O LL 0 A500 w Z) U) DRAFTING BY: Q NOTE: W 1.WINDOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM E 2112 METHOD A-1 EXCEPT - SELF-ADHERING FLASHINGS ARE USED r X 2.. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE - COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS&SELF-ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. Z O 3. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS W WARNING: SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE, z true design studios a' ILL 4745 SUTTON PARK CT.,SUITE 402 \„ JACKSONVILLE, FLORIDA 32224 W P 904.821.5200 F 904.992.8700 \ \\\ \ \\ \\ WWW.TRUEDESIGNSTUDIOS NET J \\ APPLY 3/e" NOM. CONTINUOUS BEAD -� \\ i \\\.` 0 \ \\ OF SEALANT AT JAMBS AND HEAD or �,\\ (n APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/PRE-PUNCHED \ \ \ W \ TEMPORARILY HOLES OR SLOTS. \ \\ FOLD-UP&SECURE \ \ \ ~ HOUSEWRAP (OR I \ \ \�\ ; Q CUT HOUSEWRAP AT TUCK FLAP UNDER, 45°ANGLE \ �� at HEAD (n LL17" , MODIFIED"I"CUT IN - HOUSEWRAP T f I ALIrN FLASHING W/1 o j I INT. EDGE OF SILL ' 11 O R.O. ( LO U) LINE OF WINDOW W OPENING ! FOLD HOUSEWRAP ;I IN AT JAMBS P, SILL SILL I I ,I ! � � I I I MECHANICALLY - o FASTEN FANNED ;I EDGES. (CAP NAILS, \ I STAPLES) PER MFR li Z i INSTRUCTIONS � I% APPROVED HOUSEWRAP OVER ii j" o 16"TYP U I, \ SHEATHING OVER WD STUD II ! * �� INSTALL WINDOW -- Q WALL SLOPE SILL R.O. TO EXTERIOR F,.IU.�r \ I INSTALL 9"WIDE PLUMB, LEVEL AND } I - ---- --- ...� SELF-ADHERING FLEXIBLE iI SQUARE PER MFR 1 j I FLASHING at SILL. II WRITTEN INSTRUCTIONS \ U) _- EXTEND FLASHING UP JAMBS 6"MIN II STEP EP 1 TEP S 2 TEP I\ S 3 t STEP 4 \� STEP 5 � MTL DRIP--,", ._- ` 0 CAP _MET_AL DRIP rAP: W pp+? , s 1. SEPARATE DISSIMILAR MATERIALS TO PROHIBIT W #\. /--- CUT MTL L - 7 ! 1 N FLASHING & I f` to 1-5� ; r'' '�-i GALVANIC REACTION. 2. 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II \ /// DRAWN: \ j 07-08-16 N BELOW SILL FLEXIBLE \ I��l'; jl / SELF-ADHERING RKM FLASHING ) !i � � ) Ii \ �� / FLEXIBLE FLASHING at CHKD: SILL, FLUSH TODWR \) INTERIOR FRAMING. 0 REVISIONS: F' 10-27-16 FWH U INTERIOR VIEW 11-30-16 RKM 02-27-17 RKM (n STEP 6 \� \ STEP 7 �\ STEP 8 STEP \\ !\\ 03-01-17 RKM z . 9 � �\ STEP 10 0 04-05-17 RKM w tds O LL WINDOW FLASHING INSTALLATION DETAILS - ------------------------------ ___ __ __ A501 w 02016 TRUE DESIGN STUDIOS INC. — NTS Z) U) DRAFTING BY: Q W fr,Pl�"��VEL) " SHING \\y`;v\\\�\\,\.\\•\\v ijI I,.�:�PP�Ij�'l�'ji;iIIII;.`\IIIIiIIiII.�II��'i!II�!II!ii/`•IIii'i 'V-v;�\\4'<, .iIiI�iIIlIIIhiI.II�IIt;t�Ijj�i�III�i�j'•I:j j�;I;��:` GIN�USSE ES�iTAE'^JL-ItRNAIi�^P fl)�1v'--=_i_-_- v1\I J ��I�IIII,II i''IIIIIiI�F \\\\\ ? --- - _ — a4iY n WD STIDMALL DOOR HEADER 10 Y4 }(RE. 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STEEL FLASHING SHALL BE (MINIMUM 24 GA)PAINTED,GALVANIC REACTION FLASHING & to 18° FOLD FLANGE PREFINISHED, OR STAINLESS STEEL MEMBRA14E U) N FOLD DRIP FLASHING OVERDFLANGE OVER _VARIES 3.ALUMINUM FLASHING SHALL BE MINIMUM .040 JJOINT OF DRIP PREFINISHED KYNAR COATED CAPr METAL DRI ' CAP DETAIL GAP HEAD rLA:HI _ INSTALL 6"WIDE INSTALL 6"WIDE SELF-ADHERING INSTALL 6"WIDE QSELF-ADHERING MEMBRANE FLASHING OVERLAPPING MEMBRANE SELF-ADHERINING T\ FLASHING OVER MEMBRANE FLASHING OVERDRIP CAP NAILINGaDOOR FRAME% FLANGE DRIP CAP CORNER JOINT z MINVIN it EXTEND SELF-ADHERING I QMEMBRANE FLASHING 1" MIN BEYOND JAMB FA0 it W I I; SI �j Q AWSFE DOOR DETAILS FOR it FINISH/TRIM DETAILS ryz Oz _ -\}II�IIIIIIIIi'I}IIIIIIIItIIIII�S. i}IIi �•�jj)iI \ STEP 8 r� I' i STEP �9STEP 6 STEP EXTERIOR DOOR TAPING/FLASHING INSTALLATION DETAILS - OUTS"WING W/ EXPOSED OPENING - I(IIIjpIII II �I i jIl�III1 �� W ©2016 TRUE DESIGN STUDIOS INC. NTS OFFICE c� o P Y APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL x ATLANTIC BEACH SE -ADHERING FLASHING LF INSTALL 6"WIDE y. \ ERLAPPING DOOR COUNTRY CLUB LINE OF DOOR OPENING LOT 105 '" �4FRAME/a" INSTALL 6"WIDE ATLANTIC BEACH, F L SELF-ADHERING FLASHING OVERLAPPINGMIN CUT HOUSEWRAP PROJECT NO:FOLD HOUSEWRAP INSTALL DOOR PLUMB, DOOR FRAME%a" EXTEND SELF-ADHERING - 2016.3574 FLASHING 1"MIN BEYOND AROUND JAMBS LEVEL AND SQUARE PER DATE:MANUFACTURERS JAMB FLASHING 07-08-16 DRAW110 WRITTEN INSTRUCTIONS RKM CHKD: z DWR 1x x REVISIONS: F 10-27-16 FWH 11-30-16 RKM �,� 02-27-17 RKM INtiNCof0`-n SET THRESHOLD IN BED OF SEALANT 03-01-17 RKM x 04-05-17 RKM APPLY SEALANT AT JAMBS, x U FRONT EDGE AND tds V1 I+ GE OF , Q THRESHOLD D J STEP 1 TP � STEP 3 STEP 4 � 1 STEP 5 u- 0 W EXTERIOR DOOR TAPING/FLASHING INSTALLATION DETAILS - I Av IN _W/ COVERcD OPENING A ZU) ) ©2016 TRUE DESIGN STUDIOS INC. NTS w --- ------- -- --- - NO?' 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PLACED HORIZONTALLY AND LOCATED U - - - --- -- -- --- O GFCI DUPLEX -" RECESSED CEILING LIGHT DIRECTLY BELOW OVERHEAD CABINETS aWa COUNTERTOP DUPLEX RECESSED EYEBALL_ LIGHT zy) cn (— CT i) SWITCHED DUPLEX WALL HUNG LIGHT I Z w z Ah I O 220 VOLT OUTLET EYEBALL LIGHT zzo 4745 SUTTON PARK true design LLawCT.,SUITE 402 LANDSCAPING LIGHT C7 O. . � JACKSONVILLE, FLORIDA 32224 cuvG FLOODLIGHT I c % P a J CEILING DUPLEX _ - z W WWW.TRUEDESIGNSTUD OS NET - - M LU z Q FLOOR FLOOR DUPLEX - VENT -_ - � U CLNG FUTURE ° JUNCTION '-' VENT AND LIGHT U) oe - BACKYARD Q DOOR BELL HEAT AND LIGHT LIGHTING CLNG w — GD GARAGE DOOR HEAT ANDVEN-Fp - - - --- - - - --- -- --- _- - -_ -- Q PH PHONE OUTLET HEAT, VENT AND LIGHT I j (D I7L LL r - --� - - O � j -- -------- - ----- ; SW IN nw w L __ATTIC J �� ° - - - - - LL _j CLNG - FUTURE LA DSCAPE o TSN I r r tds PRE-WIRE FOR :- L LIGH GLO f_ CLG FAN i — I - - __ __I –_ �4 I ' c� FLUSH MOUNT W DOME SW ON CT — -- ----- ----- - ---- -� v C1) J - -- - SWITCH - I SS U s 3 I PRE-WIRE FUR = T I ' I i J ) O I- -1 U \ z / _ n _ cn - ---- --- - -- ��: I J FLOOR FLOOR j ti� I SWITCH LL (VERIFY LOC) - (VERIFY LOC) IN CAB � ,.�'; �i �� I z ti QUIP r { 1 ---- - -- - ---- --� --- -- - - --- - - ANNERSPER <� Q „ `. •.. � ,< � i � - �� ', -, .�I� OWNER SPEC � - � � I - - /� l RECPT OUTLETS PER w 3 f CABLE& e NUMBER OF LL -; ��• SEC m 0 LOC at AFF v w UNDER CAB PRE-WIRE FOR ,_ OWNERS SPEC ? w - F - , CLG FAN W/LIGHT- - S v SD �� f LIGHTING/ , e -- W \ �'x'• I( 9-I` ti - OUTLETS - - O i IML° "T jrx i - yy f S PER SSd I O;/VNIR;� SPEC SEC 4 I I L _, j _ ( �► .S DOOR JAMB I W I I SWITCH - Si V� I VENT FOR - _ V) \ I ECH CENTERW �- \ I, co DOORJAMB z !; �, _ M 3 3SSL - SS VENT TCH +� �' ! r� �- Ili -- vS - - O EXTC D Z • -- 0 W 0W , i CLNG CU — - _ I , A U i -' CLNG, ,� •. I DB I p � = TO Fes-- OFFICE O� ABV - _ - � � T T I G} - �� ,1 - r z - ---- - -- - -- w . _ 70 I _ - _ -- - - --- -_--- - - -- �> -- W m ATLANTIC BEACH CLNG c r SS SSS I -,, � � I, - LL COUNTRY CLUB - --- r ° FUTURE - - LL LOT 105 SD - O O CLNG _ / EXTERIOR � - __ -- - LIGHTING _ - t¢ z ATLANTIC BEACH, FL t� , Q CLNG PROJECT NO: N — — JI 2016.3574 ti �i N \ IRR moo, 1 44 `�0 PRE4 RE DATE: 07-08-16 - I FOR CLG FAN DRAWN: RKM W/LIGHT z - I CHKD: WP DWR Q. i FUTURE REVISIONS: U LANDSCAPE 10-27-16 FWH Z) LIGHTING 11-30-16 RKM � \ 02-27-17 RKM (n - y 03-01-17 RKM z TO FIXT - ------ ---�--=--- ABV 04-05-17 RKM 1st LEVEL ELECTRICALPLS ._______. SCALE: /4„ _ l '_O�� El 00 w U) cn ---------------------- ----------� - DRAFTING BY: Q ELECTRICAL_LEGEND ' NOTE : __—_-.------I 1, ALL PERMANENTLY INSTALLED INTERIOR AND EXT E IOR LIGHTING FIXTURES j w SHALT_CONTAIN ONLY HIGH EFFICACY LAMPS AS PER FBC 8404.1 SWITCH �,' TV OUTLET THREE-WAY SWITCH I 2. ALL BRANCH CIRCUITS THAT SUPPLY' 120V, SINGLE PHASE, 15 AND 20 AMP 3 SPEAKERi OUTLETS INSTALLED IN FAMILY ROOMS, DINING ROOM S, LIVING ROOMS, T TAT I PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOM:i, RECREATIONS ROOMS, 4 FOUR-WAY SWITCH THERMOS CLOSETS, HALLWAY AND SIMILAR ROOMS C_?R AREAS SHALL BE PROTECTED BY A - DETECTOR COMBINATION YPE ARC-FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE X $ DIMMER SO SMOKE D D I PROTECTION OF THE BRANCH CIRCUIT,4S PER FEsC ,902.12 Ij cm CARBON MONOXIDE DETECTOR i _ z DUPLEX Z 3. RECEPTACLES SHALL BE PI ACED IN SASEBOARs�S V NEf�E APPLICABLE O AFCI DUPLEX CEILING LIGHT 4, RECEPTACLES IN KITCHEN SHALL BE PLACED HORI' NTALLY AND LOCATED 1 1 GFCI DUPLEX RECESSED CEILING LIGHTi DIRECTLY BELOW OVERHEAD CABINETSAft - F- j; COUNTERTOP DUPLEX RECESSED EYEBALL LIGHT i Z CT _ SWITCHED DUPLEX _ WALL HUNG LIGHT EYEBALL LIGHT �I'220 220 VOLT OUTLET j true d@SI�CI studios � QUADRUPLEX LANDSCAPING LIGHT I 4745 SUTTON PARK CT.,SUITE 402 W JACKSONVILLE, FLORIDA 32224 P 904.821.5200 F 904.992.8700 CLNG FLOODLIGHT J CEILING DUPLEX � WWW.TRUEDESIGNSTUDIOS.NET FLOOR FLOOR DUPLEX VENT JUNCTION VENT AND LIGHT W - j oa DOOR BELL HEAT AND LIGHT GO GARAGE DOOR =- HEAT AND �n VENT I ❑ , Z - � V PH PHONE OUTLET HEAT; VENT AND LIGHT W LL O LO v i I W zi --. -- - - - -- - - -- -- - - -- - - - — .. - - - - — — I 0 I V U) j 1 j O \� Lu i fn PIKE-WIRE FOR CLG FAN W/LIGHT I (0 , 1 - U) U I SD V W S8 Lx / \\ TV SS � � O Cl / j I JO I Q I U) I W // AV • j w - c3 cwsD 3 3 c/) I w (� / \ / \ \ \\ < I U \ \ I I \ \ I I ry Z O cl \ \ — - -- / \ I - ----- -- i I -TO r — -- W /// •� \ y vSW IN I I BELOW --SW!TCH -� ATTIC I CLNG \ \\ \ \ M L- ------- - ---� - - A . \ \ I U o o OFFICE COPY LL SD I' I I \ a I I - \ \ c_rie I ❑ r _ c,-.�<D / < �.\ 4 - - - --------- --- -- ------� - I ATLANTIC BEACH COUNTRY CLUB OT 105 Y. I L ATLANTIC BEACH FL ti . I i r ��q \\ • a OQ�i2 e.• TO FXT BELOW I N l �� \ aC/j�q q - -- -- -- -- - J PROJECT NO: 1 v� 1 2016.3574 ^ti �.`"1 ✓ DATE: `; \ J 07-08-16 N \ a u � �. \ \ F- DRAWN: C > o J RKM \\\ VENT \ O O � PRE-WIRE FOR TO FXT BELOW CH"D: D1IVR Z \ TO 'XTP—� m \ < CLG FAN W/LIGHT \\ LL REVISIONS: U o I 11-30-16 RKM z \ 02-27-17 RKM (D LNG 03-01-17 RKM O - - -- -- -- -- - - - 04-05-17 RKM U LL tds ELECTRICAL PLAN 2nd LEVEL ,_ 11 - SCALE. /4 1 0 w 101 CD, U) U) DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL. PANEL_ SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX _ NOTES 3,4 NOTES 1,4,5,6 ST-1......................STRUCTURAL SPECIFICATIONS DTT2Z (8)Y4"x 1 Y2"SDS SCREWS IN STUD ST-2......................FOUNDATION PLAN Building Code (NOTES 2,3) Y2"0 x 4 Y"EMBED EPDXY OR SCREW ANCHOR CS18/CS18 (9) 10d COMMON EACH END OF STRAP ST-3.............. .......1ST LEVEL STRUCTURAL FRAMING PLAN Florida Building and Residential Codes,5th Edition(2014) z ST-3A.............. .....1ST LEVEL ROOF FRAMING PLAN Code for Design Loads a FLEXIBLE VENEER MIN ' 24116 SPAN RATED pSg OP. PLYWOOD INSTALLED VERTICAL JR HORIZONTAL HT-T4 (18)0.162"x 2%"IN STUD/BEAM/TRUSS, S1-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE) ANSI/ASCE 7-10 w = (LAP SIDING) W,gd COMMON.6"(D.C. EDGES AND FIELD(UNBLOCK! D HORIZONTAL PANEL EDGES); (NOTES 2,3) 5/"0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) MTS12/MTS12 (7) 10d x 1 EACH END ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE) U, (NOTE 6) 6"O.C� AT PANEL EDGES '12"O.C. IN FIELD(BLOC<ED HORIZONTAL PANE!_EDGES) ST-5-.....................TYPICAL WALL SECTION SHEET ROOF LOADING'.................................. Cd=1.25 Q HTTS (26)0.162"x 2�"IN STUD/BEAM/TRUSS, ST-6......................SECTIONS AND DETAILS M .......... J N TOP CHORD LIVE LOAD..................................20 PSF } ¢ (NOTES 2,3) 5/$"0 x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) MS24/MSTA24 (9) 10d COMMON EACH END ST-7......................SECTIONS AND DETAILS(IF APPLICABLE) N TOP CHORD DEAD LOAD.....................:..........7 PSF � � LEGEND N BOTTOM CHORD LIVE LOAD --- ------ - --- --- ------ - --- - (20)SDS Y4"x 3" SCREWS IN STUD GROUP M ATTICS WITH LIMITED STORAGE..............20 PSF(PER FRC) _ HDQ8-SDS3 "SHALL MEAN THAT ATTICS WITHOUT STORAGE........... )........10 PSF U z_ C4 - /V DIA.x12"EMBED ANCHOR IN CONCRETE MS36/MSTA36 (13) 10d COMMON EACH END OR ALTERNATIVE OR THE APPLICATION OPTION PROVIDED IS AN EQUAL = (NON-CONCURRENT) w _ MlD1 "32!`16 SPAN PA!Err; 813 OR Pi.n; D INSTALLED WITH i s,ANG D! ENSiON - CATION SHOWN BOTTOM CHORD DEAD LOAD............ .......5 PSF 0 I- w SHINGLE&METAL,ROOF I PERPENDICULAR T6 SUPPOR t- W186 PING SHANK iv AILS: 6"0 C .AT PA 4EL EDGES, 12" (38 16d SINKERS INTO STUDS � „ , UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL O V STHD14 ) (11)10d x 1/ IN TRUSS/RAFTER EOR ENGINEER OF RECORD � Q HTS20/HTS20 � , CV p0 = p f O.C. IN 1"LIE FIELD, (WET EMBED) (11) 10d x 1/'IN TOP PLATE AND/OR STUD EW EACH WAY u7 W 0� (n Z, OSB ORIENTED WIND LOADING........................................$�••••••Cd=1.60 __. {10} 10d x 1%"IN STUDS ._...__.___.____.___--_._-----_--_---_...___________ _ LTT206 (5)8d x 1 Y2"IN TRUES � WSP WOOD STRUCRTURA ND BPANEL � s ASCE 7-10,3S GUST............................ .;:.....130 MPH s � IP r, - -> HA4/H2.6T I OARD 1: 0 m FLOOR DECK SHFA T HsldG: j?" T&G O�E3 R, ,_YaNC�UA;1�r .0 COMMON:JN: 6"Gt Al PANEL [D.?i=S, 12"O.C. IN THE (NOTE 2) Y2 x 6"EMBED EPDXY OR SCREW ANCHOR V BASIC WIND SPEED (NOTE 5) � FIELD. (5}8d x'1/ IN TOP PLATE -'� SYP SOUTHERN YELLOW PINE � � EXPOSURE NDCATEGORY.............................:.... C -_ __- SPF SPRUCE-PINE-FUR a BUILDING CATEGORY...............................„.... II S MIN%"OSB CST PL•`s'WO01?O,:_!ak 1N91-ALLED PEPPENDICULAI�-ro SUP ORTS W/8d 5 10d x 1%"IN TRUSS PORCH CEILING BOARD SHEATHING: ABU44 (12) 16d COMMON&-% x 7"DRILL&EPDXY O CONT CONTINUOUS 0) Z _ HA8M8 ENCLOSED COMMON' 3"i} I?l APIE.t.E 'rr , 'i 2"OIC: IN THE+ TEL:'. {5}10d x 1%z"IN PLATE -_ O.C. ON CENTER ENCLOSURE CLASSIFICATION........... Jy... � _ ___.. __.___._,_ __. _._______-____. _..._._.__.______ ____ N INTERNAL PRESSURE COEFF................... ...0.18 --_� t n I r_s� 1 3" -- LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO. 1( „ I MIN�Ir OSS OR WC(1i?IN 1�t�_. Vr kT, .,A�.OR ! C?ETI;'C?N !_.Lt i 3d ,JMMON: 12 16d COMMON&%"x 7"DRILL&EPDXY CV SW DESIGNATED SHEAn WAL_S: ; , DHORIZONTAL ABU66 ( } (9) 10d x 1 YZ'1N STUD i (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) (V C&C DESIGN PRESSURES.................. ......:. SEE TABLE 1 EPANEL EDGES}, TSP ( ) � Q.C.AT PAtvE� L:I:;GES � r7(, IN i L,' FILE<.'� 1 INSL;}. t.E�, (12"IMBED AT GARAGE DOOR RETURNS) � M Q (NOTE 6} I r 6 10d x 1/2"IN PLATE �� LVL 2.0E IVIiCROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE 12"O.C. IN FIEI U tF�,.00K` y H. f-, N i AL PA"JG1_E+i k�j ( ) i PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER,3 112"WIDE, ONO. W FLOOR LOADING.................................. ........ .Cd=1.00 NOTES: HU48, HUC48, (14) 16d COMMON IN HEADER TOP CHORD LIVE LOAD...................... ...'..40 PSF 1. FOR SHEATHING THICKNESS GREATER THAN'%2"C:1�!L"G )R'Y ti.1.,'1f;�.F',E. i?FTINt3j; +?SE 1(Jci ':PJt SFIr`�ftK€�AIL.S IPS t_!EU OF 8d RING HU28-2, HUC28-2 (6) 10d COMMON IN BEAM SPH4/SPH6 (12) 10d x 1 Y2"IN STUD 1� QTA QUICKTIE AQUA,SEE TABLE 6:UPLIFT ANCHORS TOP CHORD DEAD LOAD................................17 PSF SHANK NAILS. G THI"x 3"?ONE). I.i QTB QL1!CK'TIE BLUE, SEE TABLE 6:UPLIFT ANCHORS - �r ct r �..'y �� n �, HU410, HUC410, i! QTG QUICK T!E GREEN, SEE TABLE 6:UPLIFT ANCHORS --1 BOTTOM CHORD LIVE LOAD..... ....................0 PSF 2. COMMON NAILS IN WALL b,IEATHING MAY BE SUBS i-1-,U ED :/8d GAL':/Ai:+FFD...�X NA (18)16d COMMON IN HEADER BOTTOM CHORD DEAD LOAD.....................�.5 PSF HU210-2, (6) 10d COMMON IN TOP PLATE !� QTO QUICKTIE ORANGE,SEE TABLE 6: UPLIFT ANCHORS � Q 3. ZIP WALL SHEATHING IS h.'J ACCEPTABLE ALTERNATE GLr`{r"3'°{\RI\1'E 'J�::o4'D S f ? rL3?iil f'1 �F;_ (10) 10d COMMON IN BEAM DSP 8 10d COMMON IN STUD/HEADER s 4. ALL WOOD STRUCTURAL PANEL.SHALL CONFORM T 0 T;i._rv,()ST. C4.'�RRF-'hiT;APPLICABLE SPEC i F 1-CATION AMD Si IPPLEMENTS OF HUC210 2 { J � �; OUTLINEINTERIOROOF LOAD BEARING WALL, SPECIFICATIONS � , � OUTLINED ON-TYPICAL WALL SECTIONS, DETAIL SHEETS O Q DEFLECTION CRITERIA CURRENT APPROVED APA MANN. SPECIFICATIONS. HGA10KT (4)SDS/4'x 1 Y2" SCREWS IN TRUSS/RAFTER QGT (18) 10d x%"IN TRUSS W/QUICK TIE UPLIFT ANCHOR j ROOF TRUSSES........................................... .. L /240 5. FLOOR FASTENERS ARE MiNIMUM REQUIRED FOR DIAPI-irLA.Gro DESIGN. FOR INCREASED FLOOR PERF ORN tt/ANC:E AND TO HELP (4)SDS Y4"x 3" SCREWS IN TOP PLATE (NOTE 2) TO SLAB AS SPECIFIED ON PLAN � INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM Y O L/180 REDUCE SQUEAKING,8d R�NG SHANK WAILS OR 8d;iGRE-`v NdAil_S ARF RE '+.'ttii�9z^iDF : - I " _ BOTTOM PLATE ANCHORAGE!S�"ANCHOR @ 8'-0"O.C. (ONO ON FRAMING PLAID OR SW Q >= W TTL MAX 1"UP TO 6. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTiCA,L Y{:+Lt iiOt1 0, dT.hLLY 41/!jNBL O I,:ED H(jR!;zONTAL F'.ANEL EDGES. T (26) 16d SINKER IN WALL FRAMING QGT2 I j SPECIFICATIONS) 40'SPAN WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS 7 Fi • i:a'IN i_EI iG i+9. (30) 16d x 1/"IN TRUSS W/QUICK TIE UPLIFT ANCHOR 1 � LGT3 (12)SDS Ya"x 2%"IN TRUSS II STRUCTURAL WOOD BEAM � (NOTE 2) TO SLAB AS SPECIFIED OP!PLAN �, nj OPEN WEB FLOOR TRUSSES/BEAMS..........LL/360 NOTES: V- Q TL/240 1. EPDXY ANCHOR FOR HOLD-DOWN CONNECTORS IN CMU TO BE 12-INCHES. FOUNDATION KEYNOTE CALLOUT W Q A MAX%4 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. t- TABLE 3: MAXIMUM EXTERIOR WALL L STUD SPACING I N -c ) 3. QUICK-TIE SUBSTITUTION(INSTALLED W1 POWERS AC100 TEAL OR GOLD EPDXY): � NOTES: - - - _ "' • QTB=DTT2Z,LTT20B 1. CONCURRENTLY LOADED LIVE LOAD MAY BE°fZEDUCED PER ----------�------"-"'"-"-""s STUD COLUMN KEYNOTE CALLOUT ti • QTG=HTT4 --NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS FBC 1605.3.1.1. 2x6 (�i ��.J MAX !t QTO=HTT5(PROVIDED(2)STUDS INSTALLED EACH SIDE OF QTO) TO MATCH WALL FRAMING SIZE AND GRADE, ONO. (I�' v 4. PRODUCTS SELECTED USING QUICKTIE SUMMER 2013 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED 2 STUDS � TABLE 1 : COMPONENT AND ALTERNATES. REFER TO QUICK TIE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. fl ADDITIONAL CL_A.RII Y FOR THE LOCATION OF THE STUD COLUMN U 5. IF CONNECTOR,IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. � U Y CLADDING DESIGN PRESSURES 6. POSITIVE PLACEMENT GUN NAILS,2% - 5"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST DTT2Z 1BOTTOM OF STUD COLUMN CONNECTION BASE ANCHORS,CS16,AND MSTA FLAT STRAPS. •1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN Q _ OR QT-REQUIRED FROM TOP PLATE TO SLAB. Q. WINDOWS AND DOORS TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS11N TABLE 8: SPECIFIED SHEARWALLS •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL Z NOTES 1,2,3,4 COLUMN TO is LEVEL STUDS/HEADER/BEAM OR QT-REQUIRED FROM ° EFFECTIVE ZONE DESIGNATION NOTES 1,2,3,4 _ PRESSURE TREATED _UMBER 2ND LEVEL TOP PLATE TO SLAB. F- WIND AREA IZ-Interior Zone(psf) EZ-End Zone(psf) , _„___._,_ DI," ETER LENGTH ENO STUDS TO TOP PLATE CONNECTION 0-20 ftz +24.61 -26.70 +24.61 -32.95 --�� --- --- -= = - SW TYPE CONNECTION HEADER STRAPPING KEYNOTE CALLOUT � COPY U) 8d COMMON 0.131" 2%" +E�PRESERVA TINE FAQ'FNE TYPE __ - �' PE NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD It x 0 ! --- -- -��-__ - --=----- SW1,SW2,SWS,SW4 QTB/QTO ti w w z 20 21 -50 ft2 +23.42 -25.51 +23.42 -30.58 tid RINGSHANK J.113" 2- " i, �- - AG,_ STANDARD CA BON STEEL a Q • ❑ ?<" �� 1. CONNECTION ONLY REQUIRED FOR ROOF LOAD BEARING WALLS. - TYPE OF STRAP CONNECTING HEADER TO JACK STUD m 0 z m m m 10d x 1 Y2" 0.148" 1- f-------- - ----- -_ ___---- III 1 MSTA24 - Q 0 1� 0 w s,_ Q z 51 -100 ff +22.01 -24.09 +22.01 -27.74 -- - --- ---{� ti•T"AlNLESS CU NECTORS AND 2. QTB/QTO MAY BE SUBSTITUTED W/(2)MSTA24/MS24, (2)H8,OR{2) L o = w H o o W 0 10d 0.131" 3"- ;I I� SODIUM. BOT:F�I'E (NOTA 1) FAST E*,ERS R :QUIRED. III DSP. s �1 UTT2Z 1ST/LEVEL STOOD GROUP:BOTTOM NNECTION LO REQUIRED AT BASE OF STUD GROUP U_ 0 0 F- Z 0 Ul 0 w N 101 -200 ftz +20.91 -23.00 +20.91 -25.56 - j, ! I ti w z 10d COMMON 0.148" 3" __- __-_._ ___.�___._--___ ____ F > o z J - m -i z ❑ w -�I �; {{ ONN_ , ADDITIONAL QTA REQUIRED PER TYPICAL_WALL SECTION, SHEET ST i •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD _ W i „ I ( ECTORSMUSTHAVE ( QFww - OmQ � QO w 12d COMMON 0.148" 3-/" js s I(I (QTA REQUIRED FOR ROOF LOAD BEARING WALLS ONLY) GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. ° W D sn w w 0 0 to - o VINYL SOFFIT MAX PRESSURE(psf) +23.5 -30.74 -- - -----s Z-MAX,G120 OR TRIPLE ZINC 11 W Z w ❑ w w w m - o 1 ! ALL OTHE PT(NOTE 2) I COATED FINISH. I 0 a w o w 16d SINKER 0.148" 3%4' I III 1 NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KINGMACK GROUP U 0�, ❑ m 0. } Z ❑ I- -{ {INCLUDING ACO& MCD) I (2)ADDITIONAL WALL STUDS REQ. FOR QTO I Z o m 0 a > w w F- N m m ❑ Z m GARAGE DOOR PRESSURE SEE FRAMING PLAN 16d COMMON 162" 3;2" fl ALL FAS-11 'S MUST BE HOT ��-1 - t _ __ -� - - - III END STUD GROUPS a Q r, sn I w I- - W NOTES: t _I DIPPED GALVANIZED. I I 'a .� Z + Lt1 Q � w m m 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES. III SW TYPE NUMBER OF STUDS HEAD R FRAMING KEYNOTE CALLOUT J Z O Z Q i o Q o a m Z L J Q w 7 0 2. COMMON WIRE NAILS AND THREADED HARDFNE�D STEEi_NAILS SILL PLATES W/SODIUM I ORATE TREATN ENTS BEARING ON \ i (2)2x10--1 /2 NUM6ER OF KING STUDS EACH SIDE OF OPENING tL F• U) F F 0 p a 0 NOMINAL SIZES SPECIFIED IN ASTI M C ONCRET=E OVER VAPOR BARRIER ARE NOT DIRECTLY �� III SWI,SW2,Sw3 2 �I 0 O L� 11! 00 00 p M w a 2 z 0 0 ❑ W o p Q w SHALL CONFORM TO THE+VO _ � r' 1 r# Tom. i- F1667. NOMINAL DIAMETER SIZES APPJ Y TO FASTENERS EXPOSED TO EARTH i;iR WEATHER AND HAVE BEEN PROVEN SW4 3 NUMBEFZ OF JACK STUDS EACH SIDE OF OPENING V O Q� Z Z Q X Iw p o w 0 - 0 0 Z BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP W �C LJJ Y - o W � z �= 4s m_ m 3. WHEN A BORED*LE IS REQUIRED TO PREVENT SPLITTING,OF IN DRY USE APPLICATIONS IONS ONLY,G90 GALVANIZED (I I REQUIREMENT. SIZE OF HEADER(ALL HEADER TO BE N0.2 SYP p W wwz x < w - Qm WZ A WOOD DUE 10 FA PENETRATION,THE 80RED HOLE CONNECTORS MAY BE USED IN CONTACTWITH PRESSURE III UNLESS DESIGNATED AS WSP) � � � Z Z w Q w a 0 Z Z ° 10- z m H w Z H � I > ZQp - - aO ❑ [� Qw SHALL NOT EXCEED 75%jF THE NAIL OR SP ETER. TREATED MATERIAL, HOWEVER THIS APPLICATION MUST III END STUDS CONNECTION(NOTES 5,6,71 II NUMBER OF PLIES IN HEADER � � Z m o o z } s� m w a D ul Z z F o 4. THE NOMINAL DIAMETER AND LENGTH QF FASTENERS INCLUDE A MINIMUM 10 MIL MOISTURE BARRIER BETWEEN I c � � W w 0 Q m z - m Q �- Z 3 i Q I( III 1ST LEVEL 2ND LEVEL STRAPPING W z ❑ W 0 m w Q n SPECIFIED FOR THIS PROJECT ARE AS LISTED!N TABLE 4, THE CONNECTOR AND THE WOOD NRATE-IAL. I I SW TYPE HOLD DOWN (IF QT-NOT APPLICABLE) � ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT O U. w - - ❑ w m � w I m W w E I III II L6 a: �►. �_ HFIzPi- Y � Zw0 w � I'' SW1 QTB OR DTT2Z MS36/CS16/MSTA36 (2)9 1/2' LSL-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING a n � m z r� Q - v � 0 I w ❑ z Q W CL' . 0W QFJ � I 0J (( SW2 QTG OR HTT4 (2)MS36/CS16/MSTA.36 NUMBER OF JACK STUDS EACH SIDE OF OPENING :"- LU O r r,� ? 3 N a m Q ❑m 1- z U U W V N W 3 TABLE 6: O U I C K i-I E GO N N ECS r O R I I i III sw QTO OR 36 TT5 (4)MS36/GS16JMSTA36 --HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL,OR SYS42) a CC LU ILL Z SHEET NO.: END ZONE KEY MAP NOTES 1,2,3, , __ ________,.�_ ______.____ _ __ ______ __- I I III _ - --- � C 1tvCRETE•'-- R V�--Y MIN. EDGE DISANCE 1 -DEPTH OF HEADER W ° SYMBOL DESCRIPTION "v1A5 }IN'Y TEN'SiON CAPACITY L- - A BOTTOM PLATE ANCHOR SPACING(NOTE 7) �� NUMBE4 OF PLIES IN HEADER(1 3/4"WIDE UNO) F- �� END ZONE: END ZONES SHALL BE TAKEN 1 M NOLITHIC SLAB CMU AS THE 1ST4.0'PER IRC FIGURE R301.2(7) - _-�'B7OIIf�1�11�BCIIE}:�� -� - _ =--.r'�lBEDMEN T 1 STRUCTURAL SW TYPE MAX ANCHOR SPACING D ONE STORY __ _T e 3,.. , „ PRE-ENGIN`ERED TRUSSES & I-JOISTS ° SPECIFICATIONS WIRE ROPE 'STEEL c'T..D ! 4"/4" i,527 L;. I 1 %" 2 Y4' SW1,SW2 s DIA.@ 24"O.C.OR/ DIA. @ 24"O.C. 1 CL TWO STORY ?_%"x 2%"x%"WASHER @'TOL I'LT i SW3 %g'DIA.@ 16"O.C. OR%"DIA. @ 24'"O.C. OF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL W B - BE DESIGNED UNDER THE SUPERVISION OFA REGISTERED FLORIDA PROFESSIONAL ENGINEER ENGINEERING SHOP O JOB NO.: _____ _-----. _____-�_ __.'-----._____ __ I �- --'- SW4 3/a`DIA.@ 12"O.C.OR Y2"DIA.@ 16"O.C. -�� DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSIITPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD AT0000 © :�7G(QUICK TIE GREEN) _ ONE STORY i ! i it -"WIRE ROPE-s"STEEL STUD 1 4"14" i 2,839 LB. 1 2 Y4' 2%" NOTES: FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY G I TWO STORY 3"x 3"x f "WASHER ta•TOP LT + e 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE BRACING SHALL EE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE'_EFT IN PLACE AFTER CONSTRUCTION IS - SUBDIVISION: _-- __.�______�_i_ -_._----._.___._._I____ �__�__-.__.i.._ __ __ _ -� COMPLETE. - ]TO(QUICK TIE GRANGER BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF O ATLANTIC BEACH O ONE STORY = ' WALL SEGMENT IS IDENTIFIED AS SWI,SW2,SW3,SW4,OR SWB ON THE PLAN. 2, TRUSSES OR I-.;GISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION,SPACING, BEARING LOCATION -"WIRE ROPE-=STEEL S rUf 1 1 f;: E" _455 LE, ` 3" 3" � AND NAMING CONVENTIONbF THE LAYOUT SHOWN HERE. J I 2. ALL.W SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. U_ COUNTRY CLUB TWO STORY 3"x 3' x 1tiA„HER a TOP PLT t 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT Q ____ _._.___.__-_-______...______�_._____�_..__!. _ + .._-_-- 3. SHEARWALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS,ONLY AT ® ---ONE STORY OTR(QUICK TIE RED) EXTREME END OF DESIGNATED WALL OR PORTION0TTHEREOF AS NOTED ON STRUCTURAL PLAN. THEM UNDER SIGN AND SEK WITH THE TRUSS SHOP DRAWINGS. LOT NO.: 4. SWB-SEE';SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. 4. TRUSS UPLIFTS HAVE BEEF CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE U \ -'WIRE ROPE-'?"STEELSTUD TUD I 7";r/�' c,546 LB. !i 3 Yz' 3�" Z 105 L DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,•THE REPORTED UPLIFTS ON THE TRUSS TWO STORY ;:"x 4�"x!'WASHER a TOL'PLT � I i 5. 2ND LEVEL SWS-END STUDS OF SHEAR WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: - > L_ =-=a ==�= 251 ' • HOLD DOWN WITH FULL-HEIGHT QT TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. SHOP DRAWINGS MAY BE SREGARDED. } NOTES: • 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1 ST LEVEL STUD GROUP TO SLAB WITH HOLD 5. CONNECT ALL TRUSSES T i OP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. O FLOOR PLAN: _7 QUICK SE-! ANCHORING EPDXY: POVI!ERS AC100 T FAL OR:GOLD EPDXY SHALL BE USED FOR ALL QT ANCHORAGE. 6. 1-JOISTS FABRICATED TC, A LEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND O 1. QUICK TIE QE--i Q DOWN. CUSTOM E ' I 6. DESIGNATED SWS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN J 2. REFER TO FRAMING NOT�`�THIS SHEET FOR EPDXY lNS�;-_AL_t�`i;�lON1 SPICiF1f'AT.ONS. 3. QUICK TIES SHOWN ON FPA,UsING PLAN AT FIXED LOCATIONS ARE DE,iL:7NATED BY SYM80Li,.`H0WNa ABOVE. REFER TO TYPICAL 7. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR THREADED ROD IN EPCON G5 EPDXY,OR SIMPSON. SCREW IN CRITERIA,THIS SHEET. Z DESIGNED: WALL SECTION FOR ADDITIONAL REQUIRED QT.A LOC.AT'IONS ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EN NOTES UST BE USED IN STEMWALL FOUNDATIONS. - HEADER FRAM I G m DBM 4. ADDITIONAL STUD REQUIREMENTS PER WALL WID),H: • EXTERIOR 2x6 WALLS: 1. ALL HEADER JACK.AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d COMMON @ 8"O.C. REVIEWED: -NO ADDITIONAL STUDS REQUIRED AT QTB/-FG i_OCA,T+ONS. 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). STAGGERED. -QTO MUST FL4VE(2)STUDS INSTALLED EACHSIDE OF O.IJ. 11 HIS ES IN AfiilP10N TO S fr!,Li�,:=D WALL FRAMING STUDS) 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). X 4.0 FT 2. VJSF HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: W DBM 1 ST FLOOR ( YP) END ZONE -QTR MUST HAVE(3)STUDS INSTALLED EACH SIDE OF fR. 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). . SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS,SEE TABLE 2. CL DESIGNATION 5. REFER TO APPROVED PRODUCT APPROVAL DOCUMENTS FOR INSTALL A T ION REQUIREMENTS OF QLJlCK TIE CABLE. 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP.24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL • ATTACH TO ALL FRAM04G MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W/8d COMMON @ 3"O.C. Q REVISIONS DATE REENTRANT CORNERS. • EITHER TOP OR BOTT M PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING;SHEATHING MUST BE 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH TO 2 INCHES IN LENGTH. DOSAGE INUOLJS PLY OF PLATE SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. N0.2 SPF HEADER EDGE NAILED TO CCN CNSILINSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT F�4:,H END SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN . . WALL SHEATHING L'INSTALLED OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WALL SECTION coREQUESTED BY THE BUILDING OFFICIAL. 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. SHEET)FROM TOP OPPLATE TO I LEADER BELOW OR SILL PLATE ABOVE OPENING 0 W 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH 3. TOO PLATE TO HEADERCONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE): .OPENINGS HTS1F OR >Z OPENINGS 3 FT OR LESS O FRG 5TH EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT 10d x 0 "@ 16"U.C. r- LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE 4 MIN 18 GA.COIL STRAP WRAPPED OVER TOP PLT W/MIN 5 10d x 1-%"INTO EACH SIDE OF HEADER OR O ASSUMPTIONS. ( ) 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND • FASTEN TRUSS DIREILY TO HEADER W/MTS OR HTS W/(14)10d x 1'�"(OR EQUAL APPROVED BY EOR). LU4. FASTEN ALL HEADERS TOG STUDS WITH(3)8d TOE NAILS PER SIDE. SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMIrAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 5. IF HEADER NOT SPEClFItDNTACT ENGINEER OF RECORD.9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS Z CONDITION EXISTS. U) 10. TO CONROL CRACKING,CUT 1"SAWCUTS IN THE SLAB INA 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACTEORFOR TABLE 9: PLANORIENTED HEADER REQUIREMENTS D EX ALTERNATIVE METHODS.CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. ° ST UCT L ENGINEERING 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN, DO NOT DETERMINE FOOTING LOCATION FROM STUCCO FINISH-0360 FLEXIBLE FINISH-0180 ~ ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTINUOUS ROUGH OPENING WIDTH(NOTES 12) MAXIMUM 11' MAXIMUM 11' U , CONTACT THE ENGINEER OF RECORD. PLATE HEIGHT PLATE HEIGHT FRAMING NOTES 10 T GREATER THAN 48"UP 75"(NOTE 3) (2)2x4 (2)2x4 Q ``�%ti � Pill,ff 1. QUICK flEQE-1 CHORING EPDXY; POWERS AC100 TEAL,GOLD,OR EQUIVALENT SHALL BE USED FOR ALL QUICKTIE AND BOTTOM PLATE _3 LL `�� B •UR �i�� L_ A ANCHORING. QUICK TIE CONNECTOR OR THREADED ROD MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE Y16"GREATER THAN THE Z GREATER THAN 75"UP TO 111" (2)2x6* (3)2x4 G �,�•�v� E SF:9q��ii� DIAMETER OF THE ANCHOR.ADHESIVE MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. S GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN O0 71 57 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE GREATER THAN 48"lR'TO 75"(NOTE 3) (3)2x4 (2)2x4 - *'• RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. O ' 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN FLORIDA BUILDING CODE TABLE O GREATER THAN 75"UP TO 111" (2)2x6* Z O (2i 2x6 �0..• S OF ,, 4.0 FT :::��END ZONE 2304.9.1• GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN = 2ND FLOOR (Np) 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. _ U T P: DESIGNATION W R�v•• N 5. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUSLY SUPPORTED THROUGH FLOOR SYSTEMS TO FOUNDATION WITH LIKE STUD PLIES. 1. PLANK HDR TO STUD GROUP W/MIN(6)10d TOE-NAILS, EACH END. H ��i ss j•••""' & 6. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d COMMON @ 8"O.C.STAGGERED. 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS. X �iNAI.. �� 7. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. 3. FOR OPENING WIDTHS LESS THAN 413",A SINGLE 2x_PLATE IS SUFFICIENT. W 8. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. 4. FOR PLATE HEIGHTS ABOVE 11', SEE FLOOR PLAN FOR PLANK-ORIENTED HEADER REQUIREMENT. Q Derek B.Murray, P.E. 9 STUD SPECIFICATIONS GIRDERS NOTED D BEAMS UCTUL.PLAN, QT ENGINEERING ALL MULTI-PLY TRUSS OHAVE SOLID RAUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL 5. (*)HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. P.E. No.71457 A 6-5-17 GENERAL FOUNDATION NOTES 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVEO° 4 A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH 1 TYPIC."_( INFOR,.-NG �NAZKEYNOTES: EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL ✓�BARS AT THICKENED I NOTES APPLIC.-NBLE ONLY VVIIERE SPECIFIED ON PLAN i ! AND COHESIVE SOILS. COMPACTFOOTING,SEE PLAN':THE FILL IN 12"LIFTS TO AT LEAST 95%OF I I I t _ MODIFIED PROCTOR MAXIMUM D*DENSITY. IT IS THE OWNER'S OR I h ° !�� 8x8"DEEP THICKENED EDGE i----MIN 24"LONG##4:OR#6 � A\ V'•J'(1)#4 CONT CONTRACTOR'S RESPONSIBILITY tO CONFIRM THESE ASSUMPTIONS. I! II I _. BAR SET AT I'd1ID-_D_PTE E 2. IF CONTRACTOR OR BUILDING OFOCIAL DETERMINES THAT THE SOIL IS NOT ! I I I t ; OF SLAB,TYP ALL SUITABLE FOR 2,000 PSF BEARING+CAPACITY,CONTACT EOR. ADDITIONAL � _, � /'s 12'"DEEP FTG WN,4�y 12" !~W M i I 1 RE-ENTRANT CORNERS, /B i 61'-0" ^I FOUNDATION WORK MAY BE REQUIRED. i UNDER SOX COL+.11�,N, F!".?, TC 'F -"'- N 3. SLIDING GLASS DOOR FRAMES MUAT BE RECESSED INTO THE SERB IN ; II PROJECTED PA•.N c"AS Sr?C)i�'dt� N ACCORDANCE WITH THE FLORIDA ILDING CODE. CONSULT ARCHITECTURAL - -- -- -- 3 M PLANS FOR LOCATION OF SLIDING SS DOORS. I �- - -- - - - -- - - - ,/ 1r" '"' .,SQx'E: DEEP'F i tr=`s1�!r ., 4. MASONRY STEMWALL AND MONOLI IC FOOTINGS ARE INTERCHANGEABLE. I -- -- -- --- --� L_Z� (3)#4 EVV SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. _ '" I 6'-4" 10'-0" 3'-6" 20'-2" 14'-0" T-0" 5. 24"LONG#4 BAR IS RECOMMENDEDWO BE INSTALLED AT ALL RE-ENTRANT HOU_ E STAB , i C) UQ CORNERS,SEE"RE-ENTRANT CORNER DETAIL"THIS SHEET. C Gy :'4 �O cG_ DErr'E T I!'' N CONTROL JOINT (C l) NOTES: RE-ENTRAI` T CORNER DETAII. {`�' `�� - - T_ m 1 �- -- — I N PLAN VIEW, DETAIL TYPICAL(a�ALL / 1"StJx2C:'DEEP FTt '1Vi 0D 1. TIMING J !F_ (4". EW = I I I O RE-ENTRANT COF�.NERS / • CUTS MUST BE MADE THE SAME DAY AS PLACEMENT.AS SOON AS THE I I I A I CONCRETE HAS SET ENOUGH TO ALLOW SAWCUTS WITHOUT RAVELING J IM\ 36":SOx20"DEEP FTG L''�U 1 I `)- I ' Q THE COURSE AGGREGATE FROM THE CUT,MAKE THE CUT. �` ('4)#4 E'�ii :�I I I I I N J • CUTS MADE THE NEXT DAY OR AT SUBSEQUENT TIMES DO NOT PROVIDE g, I I N F_ ADEQUATE PROTECTION AGAINST"RANDOM"CRACKING. 4 ,"SQx2,,. ;EE FrG�,V!' f M W Q 2. DEPTH ;s;#4 EW,T&B ( I 1 w THE CUT SHOULD BE AT LEAST V DEEP, BUT NOT MORE THAN 1 X"DEEP. ( I J > 3. SEALING THE CUTS SHOULD BE SEALED WITH A SEMI-RIGID EPDXY OR ACRYLIC J I I J ADHESIVE SEALANT. BACKER ROD IS NOT REQUIRED. r�/z I I I Co Z Y —I I O Q D I Yp SEE SHEET ST-7 FOR — @SLAB ELEV I I Q U w FOUNDATION SECTIONS I I I NOTE: DIMS at PORCH ARE I — — — — — L — J I I I TO EXTERIOR FACE OF O ~ I / ( I FTNG (RE: STRUCTURAL) IT FORMED NOSE AT w I I EDGE OF PORCH SLAB ZD I I 2 T-8" (TYP/RE: 5/A500) cn 2-12 9'-10„ 1,�„ 3'-11„ I,-3" 4'-11" 19'-6"" ~ r-o" ( L. - - - - - - - - - -- - - - - - - -� I — — — — — — — - - - - - - - - - � Y \ + p T-0° I - - - - - - - - -� I I �� — ---- - - - � I o Q — — V N D_ I— I NOTE 3 I 1 f° L— - - - i O I 1- - -, - - - - - 2 �� i- - - - - - - - - - - - - - - - - - - - - % 2 - - - - — b \ 1 I I I I I 2im /�, I � j 1 I I I to v xo / �I I I D I I I I ti WW M Z 0 ❑ 6'-4" 14'-0" 19'-0" I 14'-8" - I I T-0" I Q � MRT ° 0 z L, < m I 1 Wliaz I i L — _J I 1 ---�_I I I I I I � En00 � W0 � o ,° 0Zm 1 _+ I II I I 1I I Yaw Z J — IOJZ O QI— W W — DQIQ � Q7WW A `' �� I / �'�. \�. I iI i ! 3 I I N II 1 Ww 0 wwjo ° Wmo � U) ❑ ❑ mclwa z � _ WJm0 � ° W O Z v 14'-02„ 7,�2, I I W QWOQ0NI2wW0tnWw +� W F ❑ V I I I \ I _Z QIOQJmmf- 1 MWZZHLL a Z � zWL'. xo � D \\ \ I II I I II I m ❑ MWWI � p0 ° w : o w W a � FLOOR I ! x U' Q11UUZwWzin0 < 2w (VERIFY LOC) I I I ' I Z Z Q x ❑ ❑ 1- ❑ - I 0 Z w w - o I- z L� I I w Q p w m_ M — �� o w w � Q �W � � o � ° N ' ww c\1 I 1 z ZI } zQoz = o cFioLN7Qwz 2 L � II I z WWo < mZwjQ � z � p- < IQ ❑ cl Q I � 2 z Z Y zw60° - IQ- j/ /DV I i �. � 0W Z �� QIEJ m- 0 1 IZ ° J bN I I I I�a o SHEET NO.: 6,_11„ 4 3 - --4-3" I 3'-2" 2 I �y 0 ST-2 FRONT PORCH LEDGER:(TYP) ' (? Q 6� \ FF - 2x12 NO.2 SYP PT LEDGER ANCHORED TO SOL ID FILLED 1 1 / I 1 I M FOUNDATION CMU FND WALL W/(2)ROWS"'O X 6"EMBED 1;VEDGE I I - - - - I ( Oa \ \ ANCHORS @ 32"O.C.;STAGGERED I i 2 PLAN 2x4 SYP PT FLOOR JOIST BEARING LEDGER BELOW JOIS-1; JOB No.: ATTACH TO 2x12 W1(2)ROWS 10d GALV. @ 8"C.C., I E � I I ( _ � I I STAGGERED I CO 1 ( I AT0000 T64' o — SUBDIVISION: 1 2 -- i D I- �/ - -_ -- -- 2 FILL FND V� - - I ( \ ( I `_° Ii I SOLID DJ* E .I ! - - --, I I I "' EY c, FFI TO LEDGEF i o ( 1 1 I I o ATLANTIC BEACH _ _ _ _ I ► o I COUNTRY CLUB i — — I , I' i \ I I w I I 2x8 N0CL 0 .2 SYP (— I I 1 n PTJOISTS @ I ' 1 I I 1 I I U - LOT NO.: 0 MAX 16"O.C. I , I I I I I i z 105 \ \ \ /� .6, °ry I I 5,_$„ ,, „ 5'-8" Lu >- \ I I I \ I I I Ur FLOOR PLAN: \ \ \\ I I I I ( I o U) w I I ! I I o CUSTOM I 2 � � \ \ `o I COLUMN CONT `' - I I \ T-4" 7 \ I 2 I I _ L_ -1 z DESIGNED: FROM ABOVE,TYP SIN \ \ \ 1 I I — � FZ�l ] — —� I I I 1 D I I I v DBM \\ \\ � r __ i /I� i -_- 2 2x8 PT I I 2 8 PT 2 2x8 PT I obN - - - - '` __ 4 d,�„ w REVIEWED: \ \\ y 1. �- - - - - - - - -- - - - - - - - - 6'-82 I I X \ _ I I w DBM \ @ SLAB ELEV. `\� r 1 4 4 = 0 7-2 4 i` _ 1 4 - - - / \ \ BELOW DOOR % 1 I - — — �N — — — —I-) Q REVISIONS DATE I &A \\ - - - - N - - - -- - -- - I FORM& O RCURB / \ \ ^ j / i I - - - - -- - -- -- -- - - ( I � 6 I II ' I W/(1) HO IZ NTAL#5 � CMU FRONT PORCH PIERS:(TYP) I I I M I CONTIN O„ s&#4 m \ i VERT @ 8 O.C. 0 8X16 SOLID FILLED PILASTER @ EACH END W/ I I 1\/A o — -� I LL MIN(1)#4 OR#5 VERT; PILASTER TO BEAR ON 12"DEEP CONC. FTG W/MIN 4"PROJECTION I 1 I •• _ •_ - u�j ALL SIDES&(3)#4 OR#5 EACH WAY 16"SQUARE SOLID FILLED CENTER PIERS W/#4 ( o \ OR#5 VERT REINFORCED CELLS @ ANY(2) I I STAGGERED CELLS; PIER TO BEAR ON 12" A DEEP CONC FTG W/MIN 4"PROJECTION ALL I I I I Z \\\ \ \ \\ @ SLAB ELEV. \ � / l r// ,ir SIDES&(4)#4 OR#5 EACH WAY. I I I I I U) \ ` \ BELOW DOOR j °? PEX 0D H S UCTU L ENGINEERING U LL. 2 II I Q 1111„+ c•, \ / — .��O• \CEN X491-��i I -- - -- - - - -- - - _J :* I i z ?" 5'-2" 6'4" 14'-0" 19'-0" T-4" 8'-0„ 3'4" 7,0„ = pO ST F •��1. ; L - FOUNDATION LAN 1 /4 1 0k9 N LU C- Derek B.Murray, P.E. QT ENGINEERING Q P.E. No.71457 6-5-17 FRAMING KEYNOTES (QT) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN w 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. FORCH BEAM FRAMING NOTES A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT M WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT N ELEVATION. 3%"MINIMUM BEARING REQUIRED IN WALL. PORCH N BEAM TO STUDS W/MS24, HTS20,OR MSTA24. M B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. _ PORCH BEAM TO TOP PLT W/MS24,MTS12,OR MSTA24. O V O C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. 0 W PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR m PORCH BEAM. BEAM TO POST DOWN STUDS VV/MS24, MTS12,OR N MSTA24.STUDS TO TOP PLATE W/MS24, MTS12,OR MSTA24. CIq V D. BEAM ATTACHED TO EXISTING FRAMING 0 z ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS V`// ' I SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. N N F— 3. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48"O.C., REQUIRED M Q AT THIS SECTION ONLY J W 4. PLANK ORIENTED HEADER FRAMING: FASTEN PLANK ORIENTED HEADER LL > SEE"SINGLE STORY HOLLOW j TO JACK KING GROUP W/(2)A35 EACH SIDE OF OPENING,SEE PLANK J COLUMN FRAMING DETAIL"ST-6, SEE"TYPICAL PORCH I HEADER FRAMING DETAIL,ON DETAIL SHEET. j Q TYP(3)TOTAL @ REAR PORCH SHEATHING DETAIL." 5. HORIZONTAL BLOCKING AND STRAPPING REQUIRED ABOVE AND BELOW Z WINDOW OPENING, FULL EXTENT OF SWB. 0 Q 6. FLUSH BEAM/GIRDER ABOVE,SHOWN ON THIS SHEET FOR Y >011IIIIIIIIIII O CLARIFICATION. Q w (2)2x12 (3)2x12 — I 7. ANCHOR SHOE PLATE TO FRAMING BELOW W/10D @ 3"O.C. C l l CD w � Q 2)2x12 (2)2x1 I I I (2)2x12 I (n SWB ti II I NOTE 5 ti NOT-- W3 NOTE 2 iI NOTE 2 MSTA 14 i OU SWB I ill — � NOTE 5 (2)2X6 1/2 j _(2)2x6-1/2 SWB I a I -r >� , ( I NOTE 1 B Z O i 7- I ! B (2)2x4-1/1 _- (2)2x4-1/1 B I I 4STUDS NOTE 4 NOTE 4- j - — Q (2) 14"LVL-2/2 Ln Q 0 0 m Ik )2X8 SYP PLANK ORIENTED LLL Q o m 0 z 0 a z NII) ABOVE SGD; FASTEN PLIES F It IL U 0 m m SILL W/(2)ROWS 4"o X 6"L gG w U 2 Y I- p �` w 0 SDS @ 12"O.C.,STAGGER th in 0 0 � w p a] 0 w U Z [I } WpZ � _ mZ0 Q Ww Z oaw1) WwJ (2 — � a - w CD 0E3ma zWw -jmoZ � WQa � < L9mlwwui � u7ww Z wI- Ow IIwOZU aIOaf- � � ZW < L U QRZ D WpzlLapFpp w pwww = � p00w � � aw NIII 0 1-- �— � m [9a4UW � wwzto0 w /'/ I Ili 4STUDS wu) IY zZ XF _ pF- _ IWoz \V �I J/ W - pw F Za � wm- DC7 X< i (2}2x4-1/2 \. i� (2)2x6-1/2 w NIII pw II! w B FLOOR GIRDER, NOTE 6 QTB F- Z w w a w W z p o H z ui w w \ �•��. ? F- _ -- ——tli _._.—.�-- —i( z 2 r z a p - a U 0 0 Q w Z ZN N LL lig 4STUDS w � III B Z Z °w ° QmZNwQ � z3Zl- p O �I (Ii 0 w w z p l w 0 Ian w a U 5 \ (`L)'�x^ " ` \ I O O QTB w _ [7 w t� H I M U - IIIN � � IaZ } ZIaL3 waw 4STUDS u: u> , ' J' I' j ----- � ZUaHF � 00IOwwz � C.iTB i I / �' Owz � IZOJ l 12, FIT I I mI O Ll 3N0. ma0UU (2)2x4-1/1 SHEET NO.: NOTE 2 _ - IIIN I I I B Z -� w F- ST-3 - -- 711. xb — IN tj z I I w STRUCTURAL /t„ 2x3 I l ,2 2x8-2/1 I a F RAM I N G PLAN 2 (2)2x4-1/1 ±2)2r,S P i / cr- (2)2x6-�1/2 I 4 STUDS Ill( l l O JOB NO.: 6 �' W � V 5v_ OtG/ / -STUDS n \\ �/ -�- j -- m (2)2x6-1/2 (2)2x6-112 —_ \ o Q2 2X8 11 AT0000 _ ( l (2)2x41/1 SUBDIVISION: LL o� 6 % oTF _ _ NOTE 2 o ATLANTIC BEACH - B (2)2x I 2x6-1/1 �/ > Q COUNTRY CLUB /2 \\\ ` /' / \ / II LOT NO.: / SW3 B II I B '� \ / (2)2x4-1/1 z 105 (2)2X6 1/2 �;�j ! \. '��. -NOT 2 > � ((I � FLOOR PLAN: (2)2x6-v2 I) I - — ° CUSTOM \ \ O Z DESIGNED: ` (2)2x6-112 NOTE 2 NOTE 2 _ x x x II w DBM NOTE 1 4 STUDS W O / �� / ` �' --- H REVIEWED: o \F,Q � /� �;; FLOOR GIRD k NOTE 6 X /, w�. / _ w DBM QTB \�o jo / SW3 — \ TSG ////0 QG\� / / y S DS W (2)2x10-2/1 Q REVISIONS DATE co SEE"TYPICAL PORCH > QTB SHEATHING DETAIL.” o rT� / m �, y SEE"SINGLE STORY HOLLOW & RN�`�f / /.�;' ,OP��'x�� /� COLUMN FRAMING DETAIL"ST-6, B Z TYP(.2)TOTAL @ FRONT PORCH !I'i SW3 0 \ 4 STUDS iw /� j % ��---) i _1 , �� I (2)2x6-1/2 � � I Z QTB � ,._ ,/ / �• CA �`\ ! 5`iML�r i2 PC:tk T Af T FRAME n p f----- EX OSTRU URAL NGINEERING jj Z. GEN i SW3 � � NOTE 1 _ } � \ •F••'•� ( _ -- SW3 0 71 57 i � B 0 cr �!/ = 3 S T Or F�: 4U - OFFICE"�' RAL FRAMING PLAN 1 /4 1 ' 0" oFFicE COPY w -.,,,�ss� R,o �,�,,. I i 'S T L E cE L S T R 1 l� x w a Derek B. Murray, P.E. QT ENGIiVEERING Q P.E. No.71457 6-5-17 BEAM SCHEDULE ui ROOF FRAMING KEYNOTES — TRUSS ENGINEERING NOTES: NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. TYPICAL BEARING BLOCK 3. OVERFRAM!f�EC.�- NOTES BEAM NO. BEAM SIZE AND TYPE ' NOTES I •BEARING BLOCK TO BE NO.2 SYP,MIN 48"LONG AND TO MATCH • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 2_4"O.C. MAX. * UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL DIMENSION OF TRUSS MEMBER. • ALL`SLEEPERS"TO BE PLANK-ORIENTED 2x8 N0.2 SYP Mini. TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING •ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W'/( ) 16d MICROLLAM LVL CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. COMMONS M!N. BOi 2.0E-(2) 1 %4 x 20" NOTE 2 TO THE TYPICAL WALL SECTION SHEET. 2. LEDGER FRAMING NOTES: • EACH RAFTER ?O"SLEEPER"WJ SIMPSON H3 UPLIFT • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING C4 • CONNECTOR, FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT B02 MICROLLAfVI LVL NOTE 2 EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX • ALL RIDGE BOAR,'-)S TO BE 2x8 N0.2 SYP MIN. N e FASTEN 2x6 NO 2 SYP COLLAR TIES FROM RAFT ER 1-0 2.0E-(3)1 /4 x 16" - 24"O.C.SPACING) co • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED RAFTEf;WHERE AP'Pi_ICABLE WJ(5) 1 Oct COMMONS MIN. LOCATIONS ON PLAN • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER RAFTER.SPAN SCHEDULE - o Q PROTECTION AGAINST CORROSION O.C. ?-- - , 3 SPACING ' LUMBER 81:�E � m • IN ACCORDANCE W/FRC 507.2.1, EXTERIOR DECK — BEAM SCHEDULENOTES �- I-EDGERS SHALL BE SECURE TO WALL FRAMING WITH 2x6 _ -2x8 2x-10 2x12 1. FASTEN EACPLY W/(3)ROWS 10d @ 12"O.C.STAGGERED. 04 WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT �-- 25'-6- 12" 2. FASTEN EACH PLY W/(3)ROWS 10d @ 6"O.C. STAGGERED. d FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. 1�`5'-- t-18'"3'`_11_8" ` " v 0) F- `# �-._�•-.____. 3. FASTEN PLIES W/(2)ROWS�"DIA.THRU BOLT W/NUT AND 16" G 6 I 15'-10" 18'4' �`r2'-1" WASHER @ 16"O.C. STAGGERED. PROVIDE 2"EDGE DISTANCE. Z ROOF FRAMING LEDGER: - -� --- -__--- 2x6....................(4)12d COMMON _ cn 24 � 0_�.. 11.-t _ �__ 15,4,! i ._' -0' t 1 2x8....................(6)12d COMMON 20 L.L.i15 D.L.42 SYP — N 2x10..................(8) 12d COMMON N N f- �� -° 60'11" M Q 2x12..................(10)12d COMMON CEILING,OIS-T SPAN SCHEDULE — — — J w FLOOR FRAMING LEDGER(W/NAILS): O.C. --- 6'4"- 33'7" 14' 7' LL PT 2x6................(3) 16d COMMON SPACING LUMBER S;ZE GABLE W PT 2x8................(5) 16d COMMON --� -- -•--_.__T_---._�_._-___ .. C1 DETAIL BRACE J Q { 2x4 2x6 2x8 I 200 PT 2x10..............(7)16d COMMON __ _ _(_.—__._ ST-7 > PT 2x12. (9)16d COMMON � _ _ - ............. 12" Ill-10" 13,_8" ?w`-7" � 2t�-t;'+. z Y `:FLOOR FRAMING LEDGER(Wt SCREWS): 1 f - - - - ��_.�-.___- -W____ _____�_ ry (D t0 I` 00 00 00 ti cD O (D PT 2x6................(3)Ya"x 4-Y"LONG#14 WOOD SCREWS 14' 3" 132-11" 17'-7!' I .::U'-1 O o o O O C) O O O O w Y __- _ . -_—__i- �..__._.- U PT 2x8................(5)A"X 4-Y2"LONG#14 WOOD SCREWS 1;f L.-L.;5 Lel.#'2.:�` P _ � � W ............(7)/a"X 4 Y2"LONG#14 WOOD SCREWS �- " - ` �GE03 — -- - ¢ _ PT 2x10. I — -- PT 2x12..............(9)X"X 4-Y2"LONG#14 WOOD SCREWS GF_BO GABLE BRACE TRUSS I _ T04 I{ i � j Q U) I T04 I j� ti ti I I T04 I DO MER WI DOW H R I 11 O i I I I, U (2)2x6 /1 T @(3) NDOW I fi ! FGE01 N N Q T04 I• I a GE04 =------ - $„ I ii _---- �----— ---� GE07 z --- I - �E !-0l It HTU26 --- _— —__— _. T05 I 2X6 SYP ROOF J02 � c , r I( - --.-.F03 �, LEDGER;SEE 0 X r HTU26 J i� i l - NOTE 2 ti w w Z ° :D i T05 U) o � o {Q co — -�—� J02 1+ a0 ° az °11 waaui 2 (nHTU26 J N� N N I ! �11 __--- — ti � � aa ZW °13 _jm � zzo / T05 O X i —�- - J02 QWW - pM < M :) WW wW ww D 0 � Q 1; Irj1 i ij - F03 �, Z paw ° wwWp � � - oa j\ I HTU26 J =m I I - - --- -- cn p ❑ ma . zap--, w � mZ � ° T05 W/ US210 2E4C ND I� ; F03 N Z aW � In ❑ w � 2Iw ❑ z0a N _-� J02 ZCLi.- wIWWLa wW < 2 ° Q j m a a Z w < w LANDING-+s_EDGER HTU26 _ �n Q z ° W ° z_ a a p p ° —2x1 Yr PT AN �?7ED TQ , I+ m m w w U p p Z D w %i G T05 —.-�--i J02 0 w a s ° w -j o Q a _ � z w x cv �� F03 0 ow ww N ° Q2w 16� /,% Fi_001 TRUSS END VERTICALS r O N Z Q x 0 W ❑ - '�`5 v j \` ' ',RLi SCR O/S PER NOTE 2 O F i OZ V, �\ / > HTU26 m i (2)HTS0 w m � pwFl- Z < - wm= WE �' \� / 2x? rl'Pa LtC::aER FLOW T05 J ( )2X.12 P RIC E -_�.__ — J02 w W Uj a Z �W q IW- p LL D m w W - V, / FLOOR JOIST. FASTEN TO 2x12 � 0 ENQ v, / \ 1 \ /�. 03 (2)HTS20 N FT01 _ wQ0ZzJ ] - ZF = z / VJ((2)Rt?lntS 10L'rn7 O.C., z -- 1 N Z ° - - a Q ❑ STAGGERED i � HTU26 � - - _ HHUS46 r Z zp ° Z } �' waam - ZF � � W wW � � m ? w ?QNWQ � FQ -2x8 N0.2 SYP P T JOISTS �8 I J03 w ? ° zw [7 � 2aati - � • Al /i @ MAX 16"O.C. HTU26 VO . I F04 Q az > zxapWa - wad �` // �\ ,' ' \` S2 i HHUS46 0 I � ZL3 < � oi� woz < 2 2X 2 SYP I iv _ Z - p W/ U521 EACH ND _ tO HTU26 , J �o� y / >' - -- T05 (l F04 -- = J03 p SwF- � 3NILEn < 0mH ? °oo Cc t/� / / �y>'r / /i; \ '� 1/�' � i 4 , — --- N HHUS46 Z SHEET NO.: / HTU26 1 CL F04 J03 o ST-3A ° fl� f , ,/% %/fj �� \— I J o — —LL HHUS46 103 M � 0 ROOF FRAMING f LO T05 a N F04 N o a PLAN �_ W W o o ' HHUS46 0° JOB NO.: HTU26 N = _ _-- _�- _ J03 0 N N I F04 U AT0000 Q ' / /A,/ J03 SUBDIVISION: % ' / �� <1�1 T A — F05 1111 o ATLANTIC BEACH J03 u- COUNTRY CLUB a % Q -� >- I N O GE04 ! I F05 - LOT NO.: �,' l ` ` T04 D RMER NDO_W DR ! i I, HHI J U `.,� / �`; 2 2 v1 I F05 1' J03 z 105 P @(3 WINDO S ( I , Vr FLOOR PLAN: N j� �,, �/ j ., . \ \ T04 F05 CUSTOM (y ,.1 �l' ,� k. ; J03 / - �� lC� � / / /i \ ,j' �%:�� T04 ( I I Z DESIGNED: ,Z.Q' /;' y�� _ ( I F05 N m DBM 0, /� /i �, % /, ,;�;' "' J \ 1. ;'' ' / GEBO GABLE BRACE TRUSS — �- -_ _ J03 w is (2)MS FA247M _ (2)HTS 0 REVIEWED: i '� ,r , <•�1`� j`L ;� ��/��' ' � 'r% ` ;a to- F- _=— N FT01 � DBM JO2 Q REVISIONS DATE F06 2X6 SYP ROOF ---- LEDGER;SEE STORAG LOOR FRAMI / • 2x12 S @ MAX 16"O. G��P ,. Q� // % {" �x i'/ ,'''/ Ci' GABLE BRACE iv NOTE 2 / %� '� ST-7 DETAIL J02 • 2x12 SYP LOOR LEDGER, AIL TO �� /i O a, _—_ _ _ _ _ m GIRDER PE NOTE 3 F06 k - -- --- --� - - — • ATTACH EAC LOOR JOIST LEDGER W/MIN )10D TOE-NAI ^c !� Q�� , /j , / ( GE07 w max/ // (� � ��- \ ,'/% U Wbo 1 �o T4s F07 F i ---- -- Q PEX j, ;/, I .' /� Oso^i -l0 Cr�`PI,Po ± RUC L ENGINEERING � ``/� I N H FO U- FGE01 --- - 2X6 SYP ROOF LEDGER;- --- - - 1411 U 1— O - `^�? 11 .:� 1 11 SEE - ---� r O *. No 7 457 .:* - P FIRST LEVEL ROOF FRAMING PLAN 1 /4 1 O o a o ;�- \ \✓ J�� ---.--------- `+ 13'11" 19'1" OFFICE Y � T � 614+, - -----_—-I---3 4" ---T11,! 3141, —71 COPY LULI - 0 . ,O C O P.:\��4 60'11" w \f Q- Derek B.Murray, P.E. QT ENGINEERING P.E. No.71457 6-5-17 FRAMING KEYNOTES (QT) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. PORCH BEAM FRAMING NOTES A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT M WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT N ELEVATION. 3 Y"MINIMUM BEARING REQUIRED IN WALL. PORCH N BEAM TO STUDS W/MS24, HTS20,OR MSTA24. N M B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. _ PORCH BEAM TO TOP PLT W/PAS24, MTS12,OR MSTA24. V O C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. 04 W PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR m PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS12,OR CV MSTA24.STUDS TO TOP PLATE W/MS24,MTS12,OR MSTA24. cqIq U D. BEAM ATTACHED TO EXISTING FRAMING 0) Z ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/ ' U) SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. N J 04 3. HIGH UPLIFT WALL: INSTAL QTB @ MAX 48"O.C., REQUIRED M Q AT THIS SECTION ONLY J LL LIJ 4. PLANK ORIENTED HEADER FRAMING: FASTEN PLANK ORIENTED HEADER LLI TO JACK KING GROUP W/(2)A35 EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON DETAIL SHEET. J Q 5. HORIZONTAL BLOCKING AND STRAPPING REQUIRED ABOVE AND BELOW Z Y WINDOW OPENING, FULL EXTENT OF SWB. 0 Q 6. FLUSH BEAM/GIRDER ABOVE,SHOWN GK THIS SHEET FOR Y O U W El i CLARIFICATION. Q 7. ANCHOR SHOE PLATE TO FRAMING BELOW W/1 O @ 3"O.C. cN �-. w W Q H 07 -�� NOTE 7 ~ ti SW3 SW3 0 - U _ j---- Ila �(2)214-112 Q i NOTE 1 Z I 0 B 7-) U) U') ti w ° z o0 Q ❑ NEl � ❑ WILi4Z Boz IUVFDDW ❑ QOr, ❑ zwj zW0 0 WWa ❑ WwwWOc � 2 � Cn ❑ 13m a Z a ❑ } W Z F- p U i ' : 't' QF ZFZWpztLXO � � p \ SW3 Zz X�L3 w o = !� ❑ - \\ '\ ' w L - 0 W l- ZQF WN- DC7 U !i NOTE7 W wwz XQw _ Q z Z wWQWamFOD � zNWw L7 C9Z< ❑ Z � W7 ❑ ZQ = ❑_ \� Z ZD ❑ QMZNMQMz Z !- F \ , \ www F 3 Q L1J zW o � C7w [7 ❑ wW ao � IQZ } z = QLwa2 � FQw F I Z y ❑ Z w p W F ZU Q Q a ❑ I W Z Q NO HDR � / ��.. , �\ �Hz3NdLOJF- I L) -i rt LL BI LO Z SHEET NO.: NO HDR 0/2 \ % / � (2)2x4-111 t � ,� O U 0 ST-4 \. o -j H !� \` ° W STRUCTURAL Y) z °� FRAMING PLAN 4-111 6 / ` - ,\\*�� /j w p JOB NO.: `�` w a. AT0000 J !! w o GHQ' m U SUBDIVISION: oo�j `�y�y \\ '�; I -- i --- I w 0 ATLANTIC BEACH G tf'` — — —"" _ °° W COUNTRY CLUB d (2)2x4-1/2 � = Q p _ LOT NO.: ?,o O2<4• --- -�1 Q z_ 105 ,,/. . — �'•i' 0 m o C-1 �; I� 2 FLOOR PLAN: Z \� -�- --- — �I-- --- \ Q CUSTOM Z DESIGNED: i El ❑ i DBM F- REVIEWED: CLDBM 1 w \ SW3 Q \ REVISIONS DATE NOTE 7 ' m 0 t.!DR u /J'f 7T-7 Z PEX 0 STR L ENGINEERING 1� (2) x4-1/2 LL —NOTE 1-- Q K IB,MV — _ — i SW3--L4 SW3 No 71457 0 ;* NOTE 7 J _ TA O0 •w� SECOND LEVEL STRUCTURAL FRAMING PLAN 1 /�." = 11 O" OFFICE COPY w R.,..P: Q- Derek B.Murray, P.E. QT ENGINEERING Q P.E.No.71457 6-5-17 ROOF FRAMING KEYNOTES ■■■■■■■ r NOTES APPLICABLE ONLY MIERE SPECIFIED ON PLAN 1. TYPICAL BEARING BLOCK 3. OVERFRAMING NOTES *BEARING BLOCK TO BE NO.2 SYP,MIN 48"LONG AND TO MATCH • ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C.MAX. DIMENSION OF TRUSS MEMBER. • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. •ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d CHORD W/(3)ROWS 10d @ 4"O.C. STAGGERED. COMMONS MIN. M 2. LEDGER FRAMING NOTES: • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT (V • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT CONNECTOR. N EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. 24"O.C. SPACINGS FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO M ----187„ • ADDITIONAL FASTENER?MAY BE REQUIRED AT SPECIFIED RAFTER WHERE APPLICABLE W/(5)10d COMMONS MIN. _ LOCATIONS ON PLAN RAFTER SPAN SCHEDULE 0 Q • SEE TABLE_3 OR SHEET 5T-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION O.C. LO 4' IN ACCORDANCE W/FRC 507.2.1, EXTERIOR DECK SPACING LUMBER SIZE Lc) W — LEDGERS SHALL BE SECURE TO'WALL FRAMING WITH 2x6 2x8 2x102x12 04 WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT 00 V GAk3LE BRACE ST�6 DETAIL FLOOR FRAMWG LEDGERS ARE FOR INTERIOR USE ONLY. 12 14'-5" 18'-3" 21'-8" 25'-6" i 16" 12-6" 15'-10" 18'-9" 22'-1" � z ROOF FRAMING LEDGER: 2x6 ............ ... .(4)12d COMMON 24 10'-2" 12'-11" 15'-4" 18'-0" N 2x8................ ...(6) 12d COMMON N 20LL/15DL #2 SYP i2x10 8 12d CCMtr10N M 2x!2.... .......... Q fi 2 (10) 12d COMMON 1 ' ' -- j — - 5 CEILING JOIST SPANSCHEDULE _j LJ ,J ,�* + FLOOR FRAMING LEDGER(W/NAILS): O.C. LUMBER SIZE R PT 2X6............... (3)16d COMMON SPACING J 9 4; PT 2x8...............(5)16d COMMON 2x4 2x6 2x8 2x IO J Q PT 2x10..............(7)'i6d COMMON PT 2x12...... .......(9) 16d rOMMON 12" 11'-10" 18'-8" 24'-7" 26-0" Z Y T121 16" 10'-9" 151-11" 21'-7" 25'-7" Q I FLOOR FRAMING LEDGER(W1 SCREVJS� Y Q ' j I PT 2x6.... ......... .(3)Ya"x 4-Y?"LONG#14 WOOD SCREWS 24" 1 9'4" 13'-11" 17'-7" 20'-11" V I ,_-__�=_ _ PT 2x8................(5)%a"X 4-Y2"LONG#14 WOOD SCREWS 10 L.L./5 D.L.#2 SYP Q T1.2 j - -- PT 2x10..............(7)V"X 4-Yz"LONG#14 WOOD SCREWS 90 PT 2x12..............(9)Yi'X 4%"LONG#14 WOOD SCREWS 0 I'- 1 :-:____ — W Q i � T12s � — i H _ 0 C12 Y i T12 --- —�— — GE09 z ` � O T 13 ; i i ' I U j T1i� _ _— ti Wpa o ° ELLj Q ❑ U] ❑ 0W � QZ ~ Wp [3 L3 W _0 rr _- r_. j LO J ° 0Z I- z0w0w00a 1 0 w a > 0EWw ° NU] p j ice:_ — Z 0. 111 waHpl` w - 0W F15 ; t i � pOmEL Z wjmZF ° Wz Ll Q a � Q 0 m I w W N F O w � j Z Q W � p 00 W F W Z Z 0 T1 — =-- _-!-- - U) Q � ZQ ° WozU.0.02 --- - 'v D pw azar - Ow _jOQa T1 _ _ - - N m r, c � �Witjz °wwzu :1r 0 w z0 z W W wZWXQW � QwNwwZ l- _ --1 -- w a w Q 2 F 0 U ❑ U] • w W 7 15 Z_ ZW wILaZz JFZU1 � Z 2 > zQ0 - - a D0L7QW ° ' I L9 0Z } I` MW a ON ZZ Ht- i -� -- - _ -- LU Wza2m � W �amWQ � Fa - -_ - w _ ❑ [7 w LO F p - QD FI- IQ- IZIZF- YjZ WOpWF � I i — ZL] QEE 0M132 WQZ < of pwz3: -j I- 1 0 LL z SHEET NO.: _ # - -- -- - - -- ST-4A i o Ti r o ROOF FRAMING =-- ---- i — GE09 - PLAN JOB NO.: AT0000 SUBDIVISION: T1 2 r --- __=_�----- o ATLANTIC BEACH L- COUNTRY CLUB T12 ____�--_�. -- Q i I LOT NO.: i SOz 105 T1 2 cq FLOOR PLAN: j I CUSTOM T1 Z DESIGNED: • DBM i T1'. F- REVIEWED: M w DBM CL REVISIONS DATE i Q B') m GABLE BRACE Q DETAIL Z ----- -- -- --- 147" 4'—� 0 I W 2 TRUSS ENGINEERING NOTES: Q z cn • EX UNLESS PECIF:CALLY NOTED ON TRUSS FRAMING PLAN, ALL 0 TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING RUCTU L ENGINEERING TO THE TIPICAL WALL SECTION SHEET. v • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING Q tAtI,l fill,, 0 No 7 457 �j Z ) m: T E OF 4Z/1z: fl _ OFFICE COPY w ��, • .,O R 10P' \�`;:= SECOND LEVEL ROOF FRAMING PLAN 1 /4• - 11011 X ;;S;UNA��;;��' LLI a Derek B.Murray, P.E. QT ENGINEERING Q P.E. No.71457 1 6-5-17 - RECOMMENDED QUICK TIE PLACEMENT PROCEDURE _ e�.7 iVG y SYP r•{i(`iZ:e�t Nt� (.�Y-!T -TRUSS OR RAFTER T+` ? TIc;3 T��_Tl�,`�t P;T ti"��L� ,11,xi .-QT CONTINUOUS FROM 2ND - (2)MS24/MSTA24 OR TOP PLATE W/ ' C0!" N1 ON : E NAILS,(4}FAC . ' 1 . PLACE s SHEARWALL ENDS AS INDICATED ON THE FRAMING PLAN. QT'S SHOULD LEVEL DBL.TOP PLT TO B QTA TO HEADER HA4,TLOK06,OR H8 UNO fl END. BLOCKING NIA! B� OMf "rE.D � � BELOW ON ROOF FRAMING PLAN !. s r A •R,�iSE0I EEL Hf=iGH�-S 9. � HAVE WASHER LOCATED NEXT TO STUD COLUMN SUCH THAT PLATE WASHER IS _. .� ' LOCATED DIRECTLY OVER STUD COLUMN. 2. PLACE QT's WITHIN 3" OF BEARING WALL END STUDS. Illi III I U. '`� N T DIN "ALTERNATE UIGK-TIE SPACING AT i I I I I co TRUSS OR RAFTER TO TOP PLATE W/HA4, M r 3. PLACE QT's AT MAX 48 O.C. (EXCEPT AS O E Q I I I TLOKO6,OR H8 LINO ON ROOF FRAMING PLAN { j I " Iii _ - _ _ _ MINIMAL UPLIFT WALLS ) ll - -- III M EXTERIOR WALLS:QTB @ MAX 8FT O.C. FOR TRUSS -2X6 x MIN.6'SYF T E �. MAX48"O.C. SCABBEDRAFT!RAFTER 1 4. PLACE QT's AT HIGH POINT LOADS PER FIXED LOCATIONS INDICATED ON FRAMING PLAN. Iii III SPANS OF 20 FEET OR LESS.QTA @ I i I Wim. \__SFIEATH!NG rUB G"O'I�iTINUOUSTO III FOR TRUSS SPANS GREATER THEN 20 FEET, U.N.O ATTACH W(2}ROWS 10d 5. QTG ARE ACCEPTABLE ALTERNATIVE TO GARAGE RETURN DETAIL SPECIFIED ON PLAN.SEE TABLE 6:Q ICK TIE CONNECTORS @ 6"O.G.,STAGGEERED I r LOCKK+NG, BBE ,/vEEN TOP OF t TYPICAL TYPICAL TYPICAL III o Q ON SHEET STA FOR TYPI • L INSTALLATION. WOOD PANELAt�D CENTER OF { ± HOLDDOWNS ONLY IF #4 OR #5 VERTICAL REINFORCING HAS BEEN INSTALLED IN CURB @ I i(SPACING UNO SPACING UNO SPACING UN01111111 � C) LLJ FA'::TENL RS rr rr INTERIOR WALLS:QTB @ MAX 48"O.C. U.N.0 ON 18 O.C. MAX, MIN (2) VERTICAL BARS @ EACH RETURN. QTO MUST HAVE MIN 11 N m PLAN, SEE TABLE 6:Q111CKTIE CONNECTORS ON EMBEDMENT Iii III pp SHEET STA FOR TYPICAL INSTALLATIONL V IK- 1i - - T :ISS OR RAFTER-;';J FL')!' _ EXTERIOR -- Iii T48"YPICAL QTB @MAX STUD SPACING PER TABLE .:MAXIMUM P!_+-.TE NA!/HA4.T LOK06,C)R H8 III SH O.C.,MIN(1)PER ~ IJNO, -� H "F-''_AN, � - Ili SHEARWALL Z WALL STUD SPACING. OOF BEARING ONLY. �lvC CiiJ f2GOF RAh�11,�� 1 ALTERNATE QUICK TIE SPACING AT MINIMAL UPLIFT WALLS WALL SECTION - III (QTB REQUIRED FOR N III S W S W III ROOF LOAD BEARING 'N WA SECTION AT ROOF - ALT. VifAL E TIOhI AT ROOF 1 . GABLE WALLS: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN. WALLS BELOW GABLES WALLS ONLY) M � Q RAISED"D HEEL CONDITION rr O.C.STANDARD HEEL CONDITION ` i' I DO NOT REQUIRE QT. BOTTOM PLATE ANCHORS @ MAX 48 COR PER TABLE 8. III III J w (THIS SECTION IS 'PICAL FOR ONE AND TWO STORY APPLICATIONS) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLIC ATIO" S) SPECIFIED SHEARWALLS, SHEET ST-1 . ill ( IIII Lu > 2. TRUSS SPANS <20 FT: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN. QT (PACING MAY STUD 3:MAXIMUM R -- BE EXTENDED TO 8FT O.C., PROVIDED A HA4 IS INSTALLED FROM TOP PLATE TO STUD TABLE 3:MAXIMUrA - FASTEN 130-1�"OM PLATE TO GABLE - � Z Q EXTERIOR WALL STUD TRusu;w;1oa�.GI,AMC61 @ 6'"O.C.. UNG. AT APPROXIMATE MIDSPAN WITH A/Z" BOTTOM PLATE ANCHOR AND 2" SQ WASHER AT CABLE coNTlNuous o O SPACING. ROOF AND FLOOR BEARING. MID POINT OF THE BOTTOM PLATE. FROM 2ND LEVEL U \ I DBL TOP PLT TO INTERIOR WALLS:QTB @ MAX 48 O.C. U.N.O I 3. EXTERIOR WALLS PARALLEL TO TRUSSES: EXCEPT WHERE FIXE[ LOCATIONS ARE SLAB ON PLAN SHOWN, QT'S MAY BE OMITTED. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER25: III III Q TYPICAL: BOTTOM PLATE TABLE 8: SPECIFIED SHEARWALLS, SHEET ST-1 . IIII IIIILU TO RIBBON'30ARD W/10d Q COMMON @ 6"O.C. FLOOR TRUSS -� � III I I I I _ 2ND FLOOR END � GY OTHERS GABLE FLOOR 11 I -1 L -. -_ _L __ - 111 STUDS TO 1ST \ i RI_15S BY OTHERS HEADER TO TOP PLATE III( - IIII FLOOR HEADER W/ ti `-CONTINUOUS 2x4 CONNECTION PER HEADER RIBBON BOARD i FRAMING NOTE 3 ON ST-1. III (2)MS36/(2)CS18 1� 2x4 NO.2 SYP DIAGONAL. BRACE @ 48" - I NOTE 3 III WITH R T EACH r III 11 I END OR QTB UO O.C. DIAGONAL BPACE TO FLOOR TRUSS� - �� t , i • NOTE 1 &2 IIII TYPICAL III Y WOOD FLOOR TRUSS BY OTHERS RUSS OR DBL T G. PATE W. (3)I Od j COMMON TOE-NAILS AI EACH END. f I I PACING LINO III drill TYPICAL QTB @MAX a. Q FASTEN GABLE TRUSS TO DBL 7GP-_.__. ,. 4t?"O.C.,MIN(1)PER zPLATE`JV(8d COMMON @ 6"O.G., UNO I i I IISHEARWALL 0 I I I (QTB REQUIRED FOR �SW ROOFLOAD I- WALL SEC 'ION AT FLOOR AL`s. lily ALL SECTIOF = _ �I_ � _ � - = 1- IIN A�- -L®� IBEARING WALLS PERPENDICULAR FLOOR TRUSS CONDITION __�_ pARALLF L; LOOR;RI,}SS CONDITit3N ONLY) LO (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) IF REQUIRED QT - (THIS SEC;IONIS TYPICAL FGF. TIA-'()STORY APPLICATIONS) SPACING IS GREATER � x o m II ADDITIONAL STUDS � a w m Q • ❑ ❑ ! THAN OPENING IIII III REQ. IF QTO,SEE Q ❑ N ❑ ❑ w LL Q z WIDTH, PRESERVE TABLE 6:QUICK TIE w z ❑ 0 TYPICAL LIFT QT SPACING AND DO i i liJ� (I I ANCHORS,SHEET �_ ❑ z ❑ 0 w 0 m I E'1 BOTTOM PLATE I � > a 0 Z z ❑ f CAB NOT INSTALL QT w L ANCHORS 024" III 0 F M > ❑ Nww ❑ Nm � o EACH SIDE OF Ill ST-1 QF DmQ � Q ❑ GABLE ENL "I'ROS OPENING(U.N.O.ON II i i IIII ° 0 m ° > w z ❑ O.C. MAX Z ❑ w w J I i If W w Pa21< wwwwm - NLw PLANT all U) TYPICAL BOTTOM A PLATE ANCHOR @ MAX Z ❑ a } w w w w m ❑ z [, _.._TLGK.O6;`ti3�"0.�: i Z Q = � mo � � � � � zw4w I - ❑ Q a 48"O.C. EXCEPT AT SHEAR WALLS. SEE i I -- - - -_ -_ -_ - - _- i Cn ❑ ❑ z LL a 0 � 0 ❑ TABLE 8:,SHEET ST-1.(8"EMBED INTO STUD a�A�•IN.� R STEMWALL,6' EMBED INTO CONCRETE \ S - ` E I I I c ° w z a z m w - ❑ w J ° Q I/�BL _:MAXI14fitIN , , CORNER INSTAL N i II II I °° ZaQ � Wn ° FDmoQoz EXCEPT AT HOLD-DOWNS.SEE TABLE 7: EXTERIOR WALL STUD I I i j(NOTE:THIS DETAIL IS APPLICABLE FOR BOTH 90°&45 NERS) z x - Q - w N LL m - SPACING.ROOF'%ND I I ! i j ` I I I I I I TWO STORY STACKED SEC; w W 12 ' x a W 4 m L z FLOOR BEARING. { } ; -- %'> ut t u ' AiLL OND FLOOR WALL SECOND FLOOR w w Q w o L' w w I 1. (1)QUiCK-TIE ALLOWED @ CORNERS OF TYPICAL WALLS I I I I I I - Z w w a m z F z N t2;�x TOP a a i OVERLAPPING PLATES. SHEARWALL OVER HEADER SHEARWALL Z 1 >- z< 0 - K ,', 0001<- w6 a i i II II I ff �� -�a z z oQ > Z � wmQ ❑ � 3z = - j T O r O I 2. QUICK-TIE LOCATED IN WALL WHERE THE UPPERMOST TOP 1 0 A a v a { I e - :>.-i�K TIE I PLATE OVERLAPS THE LOWER TOP PLATE. i TYPICAL UPLIFT ANCHOR INSTALLATION FOR wwJ m - Q \ \ i 3. IF PLATES ARE NOT LAPPED AS SHOWN, INSTALL QUICK-TIE � .l Q = Q ❑z >- Z i Q 0 W M 6 0 W Q E \ . EACH SIDE OF CORNER ADDITIONAL - EE . 0 w Q m . Q F ❑ F . 2 0 0 SECOND FLOOD WALLS AND SHEARWALLS o = z �_� Y L wo w 0 � UF- ? 3tvamQ ❑M� - ZUU ANCHORS PER " NOTES ( f f I HEADER FRAMING 1. EACH SILL PLATE SEGMENT SHALL HAVE A MINIMUM OF(2)BOTTOM PLATE ANCHORS. INSTALL { LL NOTE 4 ON ST-1. Z SHEET NO.: ANCHORS WITHIN 12"OF EACH END OF SEGMENT(BU TIE CONNECTOR ORJZ'DIA.THREADED ROC i QLACK TIE TOP fi'LAT � � � , TYPICAL HEADER ELEVATION o ST-5 2. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICKi -- ----------- -- - a IN POWERS AC100 TEAL OR GOLD EPDXY ANCHORING,OR SlMPSON Yz"DIA.x 6"LONG TIT HD ( { INSTALL/TION T GABLE k/tJALLL___ --' SCREW ANCHOR.SCREW-IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHURi; ------ -------- --=-- ------ ------- 0 TYPICAL WALL MUST BE USED IN STEMWALL FOUNDATIONS. NOTE:AT GA3LE END.WALLS,QUICK TIE REQUIRED ONLY AT � „ � 3. SEE TABLE 6 FOR MINIMUM QUICK TIE CONNECTOR EDGE DISTANCES. MIN 1 '/a"OTHERWISE. / DIA HOLE /"DIA HOLE C DIA HOLE w SECTION FIXED LOCATIONS INDICATED ONPLAN SEE. ALTERNATE CENTERED 3/"HEX NUT -ENTERED 5 " J/2"HEX NUT CENTERED / HEX NUT 0 JOB NO.: QUICK-TIE SPF%CING f�f MINIMAL LIPLiFT WALLS"THIS SHEET. � IN TOP PLATE 2 A"x 2 A"x%"STEEL TOP PLATE- 3"x 3"x%s'STEEL IN TOP PLATE- 3"x 3"x%s'STEEL (� WALL SECTION AT FOUNDATION -- - -- WASHER WASHER WASHER AT0000 TION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) -(2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE � (THIS SEC P E2 SUBDIVISION: INTERIOR LOAD BEARING WALL EXTERIOR LOAD BEARING WALL :� - �_- y O ATLANTIC BEACH 1'/e°DIAt4� 1%a"DIA 1 LL WALL SECTIONS WASHER COUNTRY CLUB TYPICAL � � ; PLAN VIEW PLAN VIEW 1 s WASHER PLAN VIEW s �� s �� i TOP PLATE , 3/8" HEX NUT /Z HEX NUT w/1/ DIA /e HEX NUT w/1/4 DIA LOT NO.: DIA HOLE �"HOLE WASHER 1"DIA HOLE WASHER Z_ 105 CENTERED 2 y,"x 2 4"x Y"STEEL CENTERED 3"x 3"x%s'STEEL CENTERED 3"x 3"x 3/e"STEEL L518 STRAP IN TOP PLATE-- WASHER IN TOP PLATE WASHER IN TOP PLATE WASHER FASTEN BOTTOM PLATE TO BEAM(OR (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE 0 FLOOR PLAN: ***2ND FLOOR WALL TO BEA GIRDER)W/10d COMMON @ 6"O.C.,UNO. (5)10d TO i ST617 ( o CUSTOM GIRDER OR HEADER UPLI T WALL SHEATHING TO BOTTOM PLATE,SEE TPJ3LE 2.WOOD STU�TUPAL i CONNECTIONS NOT REQ' @ PANEL SHEATHING REQUIREMETNS ON SHEET ST-1 FOR EXTERIOR I Z DESIGNED: EXTERIOR WALLS UNDER WALLS.ALTERNATE STRAPPING METHOD BELOW tv1AY BE USED IN LIEU OF i /a'QUICK TIE- %F'QUICK TIE %"QUICK TIE X"QUICK TIE %"QUICK TIE %s'QUICK TIE U DBM JACK AND GABLE TRUSSE STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO w TYPICAL, N *** SHEATHING FOR INTERIOR WALLS. - ALTERNATE STRAPPING METHOD FOR WALL TO BEAM HEADER. OR 4 FOUNDATION FOUNDATION FOUNDATION I- REVIEWED: w DBM GIRDER TYPICAL WALLS: STUD TO TOP PLATE W/MS24/HA8rrSP @ 32"0 C..STUD ELEVATION ELEVATION ELEVATION OFFICE COPY XQ REVISIONS DATE TO BEAM/GIRDER BELOW WITH k1S36(OR CS18) Q W/(18)1Od COMMON @ 32"O.C. 1 QTB(3/16")-TOP PLATE CONNECTION 12T_ QTG(114")-TOP PLATE CONNECTION 3 QTO(6/16")-TOP PLATE CONNECTION KING STUDS: EACH KING STUD TO TOP PLT WITH MS24 AND TO BFAM!GIRDER BELOW WITH M,S36(OR CS18)WITH $ m (1R)10d COMMON.' EPDXY OVERSPILL EPDXY OVERSPILL EPDXY OVERSPILL STUD TO TOP PLATE CONNECTION � QUICK TIE A"QUICK TIE 5/s'QUICK TI � SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM!GIRDER I THIS DETAIL IS INTENDED TO BE USED FOR STUD TO TOP P.T.2x BOTTOM PLATE P.T.2x BOTTOM PLATE -P.T.2x BOTTOM PLATE w BELOW WITH(2)MS36(OR CS18)WITH 08)10d COMMON PLATE CONNECTIONS AT THE END OF SHEARWALLS AS SIDE VIEW FRONT VIEW FRONT VIEW >Z EACH. MIN EDGE DISTANCE MIN EDGE DISTANCE -MIN EDGE DISTANCE > NOTES: WELL AS AN ALTERNATE S T UD TO TOP PLATE i � � TRUSS/STUD ALLIGNED TRUSS/STUD NOT ALIGNED CONNECT!0N WHEN QTA IS NOT FEASIBLE(SJR AS AN � O 1. WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE CS18 EXCLUSIVELY. WOOD FLOOR 2, CONNECTIONS LISTED ABOVE ARE TY?ICAC FOR SECOND FLOOR l ALTERNATE TO THE SPH4l5. w TRUSSES BY WALLS ABOVE WINDOW AND DOOR OPENINGS(HEADERS) 2. WHEN UTILIZING THIS DETAIL,ALl TRUSS TO TOP P6A_T I EXTERIOR EDGE PLAN VIEW EXTERIOR EDGE- EXTERIOR EDGE r ll` z PLAN ViEJ1/ � OTHERS 3, EXCEPTION:SIDEWALLS REQUIRE STRAPPING AT(1)KING STUD CONNECTIONS MUST BE iNSTALLED ON THE SAME FACE OF CONCRETE OF CONCRETE PLAN VIEW OF CONCRETE Z EACH SIDE OF OPENING. AS THE LS 18 _ %fi'QUICK TIE PEX� __-- _ FLOOR TO BEAM OR HEADER CONNECTION v v 4, "QUICK TIE Ya"QUICK TIE - /---EPDXYGVERSPILL o EPDXY OVERSPILL EPDXY OVERSPILL %'UTA HOLE!N 20° , � ST RAL ENGINEERING SECONDis 2'DIA HOLE IN P.T.2x BOTTOM PLATE s P.T.2x BOTTOM PLATE P.T.2x BOTTOM PLATE /6'DIA HOLE IN BOTTOM PLATE BOTTOM PLA E r- BOTTOM PLATE 3 1-1/2 1-1/2" r OR OR U TYPICAL WALL SECTION NOTES: I , ••• ••• 1. ALL TOP PLATES ARE TO BE BUILT WITH(2)2x-N0.2 SYP FASTENED W/(2)ROWS 1 Od @ 8"O.C.STAGGERED - -- f GREATER ' 5 „ �t GREATER �t Li UNO . MINIMUM 48"LAP W/MINIMUM(20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. "QUICK TIE i EMBEDMENT Yi"QUICK TIE / QUICK TIE �- Q (UNO). ) I - EMBEDMENT STEEL SWEDGF- i ��,j11 �1�� 2. ALL INTERIOR BEARING WALLS TO BE FRAMED WITH 2x_N0.2 SPF @ MAX 16"O.C. I I STEEL SWEDGE STEEL SWEDGF I -EMBEDMENT `��K•F3 14(�R 3. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE N0.2 SYP DUE TO FAS TENER CAPACIITIES i l ` LO �� •' \C E S "9/-�� 4. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES,TYPICAL. -r , 0 •• �••• AT GIRDERS AND SHEAR WALLS �J/ CONCRETE- 0 N o 7 457 I -�'� f TLOK06 TLOK06 TLOK06 _j 5. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS CONCRETE CONCRETE FOUNDATION "' ---�-` 0 6. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW U OW SILL BL C)CK ! FOUNDATION FOUNDATION = MIN 2500 psi v i Z MIN 2500 psi MIN 2500 psi -- - i ELEVATION ELEVATION TLOK06 TRUSS TO DOUBLE U :O••. E °�•.��: ELEVATIONAl 4 - QTg(3/16")-BOTTOM PLATE CONNECTION 5 QTG(1/4")-BOTTOM PLATE CONNECTION 6 ITO(5/16")-BOTTOM PLATE CONNECTION I TOP PLATE CONNECTION � � •1. R \9 ��,•�� 1I1 w ., Q Derek B.Murray, P.E. QUICK TIE CONNECTION DETAILS ----- QT ENGINEERING P.E.No.71457 6-5-17 - - KING ANE:+JACK STUDS -___.__.____-__.-_._.._...__..___.._�_.____."______.�-_-.._.�.____.__v._.____.-..---.-••3 OE-NAIL MIN 2x4 N0.2 SYP BLOCKING PER ENGINEERING 'I BETWCEN TRUSS TOP CHORDS W/ ROOF DECKL 4, w I (3)10d COMM NS EACH END (1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO GARAGE DOOR BUCK/JAMB NAILED 1 2x4 SYP OUTRIGGER @ 24"O.C. OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT TO STUDS W/(7i 16d COMMON OR ° . .. CLIP TO GABLE TOP CHORD WITH APPROXIMATE 45°ANGLE TO NO LESS THAN(3)TPUSSES. 12d CC NAILS @ 16"O.C. - (1)H2.5T w/(10)8d x 14" II II II II ifs 2x4 NO.2 SYP BLOCKING BETWEE CONTINUOUS LATERAL RESTRAINT WEATHER S i RIPPING/STGP ° OUTLOOKERS. FAS N EACH (CLR). QUANTITY AND LOCATION DEFINED BY TRUSS SHOP DRAWING. BLOCK.TO ROOF DE WITH 8d M t GARAGE DOOR FASTEN 2x6 NO.2 SYP COMMON @ 3"O.C. N _____ DIAGONAL BRACE TO N ( c c M ---------- BLOCKING w/(6) GABLE TRUSS --_-- -_-_-_-__/ 10d COMMONS / ( _ 2x6 NO.2 SYP DIAGONAL BRACE, i APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE p Q SEE PLAN ! WALL SHEATHING PER F�AN SIDE OF WEBS MADE OF MORE THAN ONE PIECE, 0 2x6 P GOAL POST ATTACHED I �� N NOTE: •UP-f0 8F SINGLE 2x6 ONLY TO UDS W/(2)ROWS OF 3�" IN LIEU OF SPECIFIED DECK SCREWS FOR ' DO ST WITH OVERLAPPING BRACES GALV ECK SC @ 12"O.C. •UP TO 2U FT, '-x6 W!2x6 T-BRACE � � GOAL POST ATTACI:MEN"f,THE GARAGE C LIKE THIS(TYP EVERYWHERE. 00 0 m DOOR SUPPLIER MAY SPECIFY A FASTENING L OR T BRACE VERTICAL� N � PATTERN OF THE GARAGE DOOR TRACK. I REINFORCEMENT PER ao U GARAGE1 OOR TRACK ATTACHED TRUSS ENGINEERING DIRECTLY TO THE KING AND JACK STUDS PER MANUF WRITTEN , FASTEN 2x,6 NO.2 SYP'T-BRACE" Z SPECIFICATIONS THROUGH THE GOAL POST, TO DIAGONAL BRACE w/10d 4 COMMONS @ 3"O.C. TRUSSES NEEDING BRACING 8'-0"'OR AS SHOWN ON PLAN M Q � - N I_GARAGE DOOR JAMB DETAIL 2x4x8'•- "NO.2 SYP LATERAL J BRACE,@)48"O.C. FASTENED �� LATERAL BRACING - MULTIPLE TRUSSES LI- > TOE BCH TRUSS w/(3)10d 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). W OP OF WALL --- _ ` _ _ - COMMON 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY _J Q -- ------ _ CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. `- 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS z Y FASTEN(1)SIMPSON HGA10 BRACE CONNECTOR DBL TOP PLATE PER PLAN HEADER PER PLAN E I ' ' NEEDING BRACING ON THE IND(\/(DUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. Q Q I+ I FROM DIAGONAL BRACE TO TOP PLATE 4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO). U) O 5. DESIGNED PER BCS(-B3,2007. U W I i GABLE TRUSS TO TOP CHORD CONNECTION Q II I ! t A) TOE-NAIL TRUSS BOTTOM CHORD TO TOP - CN i + PLATEw/10d COMMONS @ 8"Q.C. O 2x6 FRAMED EXTERIOR + I B) STRAP TRUSS TO TOP PLATE WITH MSTA12 WALL PER PLANMAX E"MAX fCONTINUOUS LATERAL RESTRAINT WEB W 6"MAX " Q I w/(8)10d COMMONS @ 48"O.C. BRACE SUBSTITUTE WEB MEMBER SPECIFIED ALTERNATE BRACING SIZE CLR T OR L SCAB DOOR HLAD HEIGHT fi r' I � � 2z4 1 ROW 2x4 (1)2x4 PLANK ORIENTED HEADER PLANK HDR SIL_TO JACK- -� i GABLE ANGLE BRACING DETAIL (W/ HGA10) 2x4 2 ROWS 2x6 (2)2x4* O SILL, SEE PLAN FOR SIZE STUDS wJ(7)A35.TYP EACH ; I B 1 T-BRACE FASTENED TO U SIDE OF HEADER ! 1) MAX.TRUSS SPACING=24"O.C. WEB W/10d AT 6"O.C. 2x6 1 ROW 2x4 (1)2x6 ! 2) OUTLOOKERS, BLOCKING&CLIPS MAY BE OMITTED FROM 2x6 2 ROWS 2x6 (2)2x4* Y OVERHANG PORTION OF DETAIL FOR NON-DROPPED GABLE < 2x8 1 ROW 2x6 (1)2x8 a ' ----- 1-- TRUSSES W/12"OR LESS OVERHANGS. 2x8 2 ROWS 2x6 (2)2x6* z ---L-BRACE FASTENED TO Q PLANK HEADER SILL FRAMING ELEVATION / WEBiN/10dAT6"C.C. 0 SINGLE TRUSS BRACING 0 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL U) CONTINUOUS(H%%) 1 �"r. 1'.,", .+ F Lti'i_ RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE dam' X p Z p `-- SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. I` w w WEB W/1 O AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING; L-BRACING,OR Q ❑ 0 0 w a m z a *IF(2) BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. rl 0 = m Lj p w n REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND J ❑ F Z p J p w U u] - -----i - �s^MAX ^�'Max �h• MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. Q W w Z p m 4 m Q ❑ w m PERMANENT WEB BRACING z 0 W 0 w W W o ° m N o 00 � 000mEL z WJmaZ � lob Ai _��__ I - � � W QaaQ ❑ W wWNONUm SHEAF PANEL TOP PLATE T+_} L_VL - - SHEAR ryRNE 1.TOP PLATE TO LVL - SHEAR PANEL TOP PLATE TO LVL _ z 4 2 � Ln o m jxF h m z w G w H 0 R`�`d!(2)tR0 %."r0 x 4Y"L 0 N G HDR W/ 2 ROWSY4 O x 4Y2"LONG � � 0 ❑ I � 0 HDR W!(2)ROWS'Y"O x 4%"<<'NG j ( ) 4 Z F- Z W W 4 w p - Q �, , _ I SDS SCREi%1St 4"O. ;.,STAGGERED SDS SCREWS @ 4"O.C.,STAGGERED FASTEN STUD GROUPS TOGETHER W/ p W a 0 J 0 of SDS SCREWS v 4"U C.. S7i\(.'GERED LVL HDR TO JACK STUDS W/ - " LVL t DR i-0,°A ',K STUDS W/ VL HDR TO JACK STUDS W/ (2)ROWS 10d @ 8"O.C.,STAGGERED m t7 4 m n w z w w Z Ln ❑ Q w MSTA24 AS SHOVAI,(2)TOTA_. i I;I TiT� r?�5 `rif�`v^Its t_ TOTAL TZ AS OWN, (2)TOTAL W w 0 W X F- Z 4 o m N m t7 AT EACH SHEAR PANEL L .^T f t-at,n H1EAR PANEL A H SHEAR PANEL W w � Z m w I IW- � � 0 � w w . y l I HEADER PER PLAN z z w Q w a m z z i I- z 0 l- z _ 0 0 I7 W Z .. _ `i - - Q Q Lq 0Za0NWL :1 1zzI ❑ III cv u FNAIL THROUGH /s'OSB INTO SPF OR W z m W 0 a m W aEj Z Q -H Z.S ti Q Y = UIQ w _ ❑ L7W [7I- � rYW0 - IL Ozlw- - z a OZ c.° t zZ ~ wWo F- � F4 w Y 0 Q w x , t cL w a BETTER FRAMING WITH 8d @ 3"O.C.(TYP Q I Q Z >_ Z I Q O W a - Q = UQQ0 ! g ;� C?.;^ _r� F- = O `LOz � AT HATCHED EDGES Q_ F- � Iz �� Y ❑ zw0pwl- rr U) O W J (D u�, � e - rn 0 w C) Q q i zu.iww r z ❑ Q � uar cI w Z Q m � U2i Q � o� .) :c i mU) Q :r � nH ? 3:cg0. QO[� F ? wU � � � ' cn x x _ mac. 6 m � � dcn O m o o ; 0 � � ( 0 0 a - U_ 1 -- DBL CROSS PLATE ABOVE AND BELOW J 0 �' OLL U) 2 I `` `' v s�---- i I o- 0 ( OPENING TO DBL 2x4 BLOCKING W/(2)CS18 W z SHEET NO.: OR(2)MSTA36(TYP AS SHOWN) O ST-6 o. i — SIMPSON HTT5 WJ%8'I7J x 12"EMBED I s -- SIMPSON H rT5�N/%"o x 12"EMBEDF--SIMPSON HTT5 W/• B"O x 12"EMBED I X • DRILL AND EPDXY NCOR,(2) QTB EACH SIDE OF OPENING Q DRILL AND EPDXY ACNCOR, i21 DRILL AND EPDXY.AG COR, (2) TOTAL AT EACH SHEAR PANEL_ TOTAL AT EACH SHEAR PANEL TOTAL AT EACH SHEAR PANEL O STRUCTURAL I DETAILS Q JOB NO.: • AT0000 • -T--- SUBDIVISION: �^ BOTTOM PLATE ANCHORS AT 24"O.C.(UNO) PER TYPICAL WALL SECTION O ATLANTIC BEACH GARAGE PORTAL FRAMING LE'4'A TION J - - •QTO AT WALL SEGMENT END STUDS Q COUNTRY CLUB •AT SECOND LEVEL WALLS,END STUDS TO q_ » 4'-0" 1 ST LEVEL STUDS W/(2)MSTA36 OR _ LOT NO.: 4'-0" T LVL 0 FASTEN SHEATHING TO LVL QTO N SHEATHING O (2)CS18, 1ST LEVEL STUDS TO SLAB W/ z 105 FASTEN SHEATHING TO LVL FASTS NO PANEL SPLICES NO PANEL SPLICES HEADER W/8d @ 3"O.C.GRID NO PANEL SPLICES HEADER W/8d @ 3"O.C.GRI _ _ I HEADER E A @ 3"O.C.GRID _ �---____ I •QTO MAY BE INSTALLED AROUND CORNER � FLOOR PLAN: IN HATCHED AREAS SHOWN IN HATCHED AREAS SHOWN ; IN HATCHED AREAS SHOWN � O CUSTOM - Z DESIGNED: z DBM H REVIEWED: � a. `� SWB-SPECIAL SHEARWALL TAIL O T ? SHEATH ONLY ONE FACE OF WALL, UN w DBM z FASTEN SHEATHING TO SHEAR :9 -` FASTEN SHEAT.LiN � O SHEAR z � z PANEL TC?F'PLATE` Ji 8d 3"O.C. m: THIS DETAIL MAYBE USED AT 1ST AND ND LEVEL WALLS PANEL TOP PLATE W/8d C 3"O.C. _ @ Q Q REVISIONS DATE w Q FASTEN SHEATHING TO SHEAR = ` = PANEL TOP PLATE W/8d @ 3"O.C. U) O n zz ROOF DECK z w m w z J `z J z TRUSSES PARALLEL-I'D WALL: \ ROOF TRUSS a LLL z S Z C C9 Q ------ z = z a (MIN) w 2x4 SPF MLN NAILER FASTENED ` W Q w a Q Q m <1 Q = w TO DSL TOP PLT W/10d @ 3"O.C. OR RAFTER >Z LU LU w = I ( Q = 'a 2x4 SPF(MIN) _ _ s sj _ w U) TRUSSES PERPENDICULAR 4 WALL: BLOCKING O < Lu w U I w W a ¢ 2x4 SPF(MIN)BLOCKING BETWEEN EACH W LL I- BETWEEN EACH TRUSS. FASTEN Q c) LL �-- I L U_ ¢ U 0 / TRUSS. FASTEN TO O U a p I = 0 TO DBL TOP PLT W1 Od @,4"O.C. BEAM w/10d @ 4"O.C. z tl U) I J yi +i _ L PEX TRUSS TO BEAM W/ STRU L ENGINEERING i OR THICKER CDX HA4 OR TLOK06 OR OSB FASTENED TO U Ty'�USSCS, RAFTERS L DOR BLOCKING W/8d %%ILI 11/�I I 2x WALT_FRAMING COMMONS @ 3"EDGE, PORCH BEAM Q ��IK B V 12"FIELD. ,.��--- ----- -- r PORCH BEAM TO POST: E •$F•,9��i • ; • : WOOD STRUCTURAL ('I)MSTA24 C� No 7 457 SHEATHING POST TO SLAB: O '• yt< , 4!Rk%GE PORTAL SHEATHING ELEVATION ABU POST BASE ANCHOR 0 ----- - -- OR DTT2Z z T E TYPICAL PORCH SHEATHING DETAIL (UNLESS NOTED OTHERWISE) U � A, OFFICE COPY W •. , OR��..• • y UNLETHIS SS(AIL!S NOTED OTHERWISE. UIREAT ALL COVERED PORCHES X �,��I,S;ON Al � 0,, � 1C,AI`?A(�E_PORTl�L�RrhM� W ��ntntl EL -6; ELEVATION Derek B.Murray, P.E. QT ENGINEERING P.E.No.71457 6-5-17 4"CONCRETE SLAB 6x6 W1.4 x W1.4 WWF OR W/ - - - - - - - - FIBERMESH ROOF TRUSS ° - 4"CONCRETE SLAB�^Ji-• OR RAFTER \8"MIN 6x6W1.4xW1.4WWF l, \\ \\ \\ \\ \\ ° e 28" OR FIBERMESH / >/ \/\ //�/\ MAX I ti U O"A.F.F. --OTB @ TOP OF BEAM; PER(QUICK � ARC / � � -� / � TIE INSTALLATION DRAWINGS VAPOR BARRIER �/ 12' MIN \ \\ \\i'\ Q `� `' """'� • N " N t FOOTING TO B R ON FIRM UNDISTURB SOIL 6"APT. EXTENSION IN CRICK i SOIL LOCATIONS ON FND PLAN 1 •PORCH BEAM,SEE PLAN = \---VAPOR FOR SPECIFICATION I 1 O V �DRILL BETWEEN FLIES OF 1 ' O 12"UNDER 1 STO Y WALL "- "�-"�"- E;ARRIEFt OR PLYWOOD INC) W WITH(2)#4 OR(2 CONT ADDITIONAL NO.4 OR NO. 5 '2 UNDER(2#4 1 ''TOE* 1N.AL.L i BEAM TO ALLOW ATC TO BE \—J'OSB WITH(2}#4 OE2(?} 5 CONT ; ; CONTINUOUS i i BEARING PLATE .- m BAR lid BRICK LEDGE J L. a I I N 16"UNDER 2 STOR WALL I I 00 (� 1G'UNDER 2,3 TUl;I VWXLL ! i i � WITH(3)#4 OR(2) ONT L WITH(3)44 OR(2)#5 CONT i i i O f- 'AOLITHIC FOOTING SECTION _ V_ Z , BEARING C URB STEN SECTION (NOUND ADJACENT TO FTG SLOPES DOWN I IAWAY FROM STRUCTURE STEEPER THAN i i citERTICALLY PER T-0"HORIZONTALLY, i i M Q RACTOR HAS TWO CHOICES:IOR TO CONSTRUCTION, SEEK GUIDANCE \\--9x9 OR LARGER NO.2 SYP PT LL W OF EOR TO PREVENT EROSION OF SOIL. HOLLOW COLUMN; DIMS PER ARCHITECTURAL PLAN J 2. VSE STEMWALL FOOTING � I I J Q 1 z Y 4"CONCRETE SLAB W I I c (n 6x6 W1.4 x W1.4 WWF F., .. _ - -- I 1 /— O O n�• � I I QTB CONTINUOU. FROM CMU TO OR FIBER MESH ;RE'YCND 1 -_ _ _.___�__i -- _ -_{ , 1 I U 1 1 TOP OF PORCH BEAM W 8"CMU CHAIR BLACK WrCONCRETEr i I ---- -+ i,.i-BOCK W/ ATTACH DBL TOP TES I 4°'FLOATING (1)#5 CONT. 1 1 0',E 45 CONT W HORIZONTAL M A24 I 1 TOP OF SLAB SLAB W/6x6 N 4xVJ r. s I �' ? @CORNER PERP N i i nj _ _ _ U) i WIVF OR FIB'•RNAIES i I . ; _ �, I VIEW DETAIL BEL j i O ~ /\\,\\\/\\\ \� - - t �_ - '. w Of h.` j FINISH I ' Q // O T t -` I GRADE (2)2X6;LL ABOVE WINDOW., 7771- VAPOR BARRIER /\/\�, /, ., , + %\/\ OPENINGS AT WINDOW SEAT; NO 1 1 .moi �.�. , .� } ��\ /\• I \\/ < / ADDITIONAL HEADER REQUIRED 1 1 I ////j�� % , / \% AT THIS LOCATION; PROVIDE(2) I� #4 OR#5 VERT REINFORCING KINGS EACH SIDE OF OPENING I O UP TO 3 COURSES: 72"O.C. \ \\/ \\ \\/ #4 OR#5 VEFT REINFO;tC:€tj - / %,' i i U 4 TO 5 COURSES: 48"O.C. .// / I / /1/� , UP TO 3 COURSES: 72"O 4 TO 5 COARSES 48"10,c'. OPTIONAL COUPLER O ADDITIONAL#4 OR#5 IN I r°1 `\ ' l �` \, RATED FOR MIN 3200 L13 1 FOOTING TO BEAR ON FIRM �\ /\\ \\' FOOTING TO BEAR ON F:RPA —'' / f IT . 1 I F /, / BRICK LEDGE UNDISTURBED SOIL r113G,•!C)NAL#4 OR#5 UNDISTURBED SOIL / !N IBRD LEDGE Y2"DRILL&EPDXY •�-------- -------- (!) ' W/MIN 12"EMBED ! VERTICAL REINFORCEMENT 4"OPT BRICK LEDGE VERT REINFORCEMENT TO -- ;_ _ j /\/\/X/ / � x p > m NOTED ON FND PLAN f;AVE 6„BEND Ca?1301-11 OM I 4' OPT BRICK LEDGE \\ \\ \\/\\i\\ I� w w z 20 TO HAVE 6 BEND AT BOTTOM } NOTED IN FI4D PLAN // // a U 0 4 • 0 m ui 2x AILER /\\\/\\� 4 ❑ In 0WW4Z CAST-IN-PLACE FOOTING SPECS CAST-IN-PLACE FOG;N �SPECS ------ I //�, w ❑ = w v I,- p w 0 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT ,') 5 CONT �-STORY:8"x 16 W!v 'r4 t`F # _ /\\/ � m 0 ❑ I- Z U In ❑ 0 - m 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT 2-STORY: 10"x 20 'Jb/('.)44 OR Vic)#5 CONT FULLY SHEATH TOP& TTOM I \/ } a p z w _1 m -i z Z 0 OF SEAT WITHMIN•{7g" PAN �\\/\\�\\/ ! /\\//\ � � m � > ppmHpJOWw SATED OSB OR PLYW /\�/� \\///. Z D a m tw- � p } w N 0 0 CMU STEMWALL SECTIO CMU STEMWALL St: r //,//�/\ \/\� p a a z w w � m o z U 7 ,. *>., (3)2x6 BEAM \�� ! \\ W z a 4 [9 w I w W m F w w 1. SPECIAbCARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRAC fOR WHEN BACK , / I' / Z w F m 0 w I I w ❑ Z U m FILLING BEHIND A STEM WALL, PA TICULARLY WHEN IT IS OVER 4 FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 \/\ • / _ Q I Ir m F- � m z w 4 tL 2x AILER \ ------- \\\• U) F I- 0 4 0 x 0 r1 030 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS COURSES HIGH. SHOULD THIS CONDI iON EXIST, RE OMMENDATlONS - ',// b '!, • ° 4 z Z w w Z w x D �_ p \/\� \ /\\ m pMwWlm00 W :3 QW MAY BE OBTAINED FROM THE ENGINEER OF RECORD. MAY E3EOBTAINED FROM THE FNC�INFEr:O' RECOR \// [7 Q U U z w w z N ❑ 4 I w 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY � S ITEidJ iN P,N t#CSi��ALLOWED iN!L .vULiTFf1C FOOTINGS ONLY. EPDXY /\//\//.\//\//\// � Z 4 x w 0 �- 0 - 1 +, �_USED 2X6 JOISTS, FASTEN �O \\ \ \ \\ % z w F - p 4 - w I 0 z ANCHOR$MUST BE USED IN STEMWALL FOUNDATIONS. \i4C -JRS N UST t USE IN S(EMWALL I OUNDATIO JS. /\ \/, W ai - p F- Z H to- - " KNEEWALL STUDS W/MIN(6) 1 Od / wLL w w z - w Z H p < m m ' w w _ GABLE END TRUSS w/SOLID 2x- L9 Z Q w M W a N Z Z 2 0 (2)#4 OR(2)#5 CONTINUOUS z ❑ 4 m z - m o m 6x6-W1.4 x W1.4 WWF I BLOCKING ABOVE TOP CHORD FOR Z w w z 3 4 SINGLE-STORY HOLLOW COLUMN a = a Z } Z I Q U Id W <!W _ OR FIBERMESH .. WINDOW SEAT JOIST BEARING C) I- IZ -F- Y7Zw601.- ° 2X4 SYP KICK BRACES MAX - w — a ----�— a ° I 48"O.C. PER"ALT WALL @ F I*RAM I NG DETAIL o w m a I- • I p o -a__------ ---- --a----- -9-- ----- @ ,-' 2X4 KNEEWALL MAX i6"O.C. - z U 4 - U tY ❑ I w Z \ �\ °° " °a /\\ \�\\�\� 04 I SECTION AT FLOOR"ST-5 ADJACENT TO GABLE END TRUSS U F ? 3 N d U1 4 ❑['7 F ? U U \/\ \\/\\/ \ LL \/i \// G / Z SHEET NO.: ,a / _o ST.-7 / VAPOR BARRIER 16" W STRUCTURAL BEAKING WALL FOOTING SECTION a DETAILS 3 S E��Ft�i VIEW =; � JOB NO.: Q AT0000 SUBDIVISION: ATLANTIC BEACH LL COUNTRY CLUB 2x4 SYP OUTRIGGER @ 24"O.C. Q 4"CONCRETE SLAB W/ AITACN EAG Y OF CIBL TCP PATES � , : `` Ilf-I�2x4 KNEEWALL STUDS @ ATTACH EACH PLY OF DBL TOP PLATES CLIP TO GABLE TOP CHORD WITH 6x6 W1.4 x W1.4 WWF OR W HORIZ 1L MSTA2�S @CORNS 16"O.C,:' 'I .SHOWN,FASTEN JOIST W/HORIZONTAL MSTA24 @ CORNER (1)H2.5T W ( ) X 1-'/i' LOT NO.: FIBERMESH TO KNE �`�IW::MlN(6)10d / 10 Z 105 13 0'-0"A.F.F. _ SEE ARCH. ._�:. ._4. _ .,...�. _-- _ __ TRUSS BRACE TO TOP Q FLOOR PLAN: ° a \a GS. 2x4 N0.2 SYP BLOCKING BETWEEN QUTLOQKERS. PLATE w/8d COMMON U' \/\ ��a________° FASTEN EACH BLOCK TO ROOF CaOC WITH fad OR BETTER @ 6"O.C. 0 CUSTOM a `--=SH IME—Mdg Uf-1IIW �A \ COMMON -J 3'O.C. 8"MIN @_' 0 1NU0'IS TO LA ONTINL;OUS T P \ 8d C Z DESIGNED: OMMON OR CO ER S' UDS ORNER STUDS - 'NVALL SHEHTHING OVER GABLE 2 BETTER @ 12"O.C. 8"x8"THICKENED 8" I TRUSS.SEE'JVALLSECTION v DBM FTG AT STEP-DOWN, VAPOR BARRIER (2)2x6 JOISTS-- _ (2)2x6 JOISTS w ' F-• REVIEWED: TRUSS BRACE TO TOP ----- GABLE T R11SS GABLE TRUSS(VERTICAL X DBM E REINFORCEMENT NOT w SEE PLAN ! s"". PLATE w/8d COMMON OR SETTER @ 6"Q.G. a � I ' L OR T BRACE VERTICAL ') SHOWN FOR CLARITY) Q REVISIONS DATE SHEATH CO t INUO'JS f0 LAP-- CONTINUOUS(3)2x6 BEAM SHEATH CONTINUOUS TO LAP I I REINFORCEMENT PER , --'`-' -- PRE-FAB GABLE � ENDWALL DOUBLE 4 CURB STEP SECTION CORNER SI DS Vv/8d COMMON I CORNER STUDS W/8d COMMON TRUSS BRACE BY TRUSS ENGINEERING TOP PLATE 3"O.v CfGE, 17:O G. FIELD @ 3"O.C. EDGE, 12"O.C. FIELD TRUSS MANE. �- :l, PLAN VIEW w WALL SHEATHING Z 6„ W� -__ GABLE TRUSS TO WALL CONNECTION N FASTEN GABLE BRACE TO I N DOW SEAT DETAIL -__ �- NO 4 OR NO 5 @18"O.C. _ _ - A} TOE-NAIL TRUSS BOTTOM ENDW,>LL BELOW WITH(10)8d 4"CONCRETE SLAB � - - - - - W W/9"BEND @ BGTTOM 5-�--� NTS CHORD TO TOP PLATE (TYP EACH END) W/6x6 W1.4 x W1.4 ; . Q WWF OR FIBERMESH **ATTACH ALL MULTI-PLY STUD GROUPS W/(2)ROWS 10D @ 8"O.C.,STA-GGERED 8d COMMON OR w/1 Od COMMONS @ 8"O.C. VARIES 8"MIN -- BE17ER @ 12"O.C. Z AND (n 28"MAXEX DBL TOE'PLATE B) STRAP TRUSS TO WALUHEADEt /\��\' X/ ! WITH MSTA12 of/(8)10d CUMM(I VS @ 48"O.C. ST UCT L ENGINEERING 12" OR TOP PLATE TO TRUSS BOTTOM CHARD W/ VAPOR BARRIER \//\ • �\ \\�\\/ ' \`'•'%''%\i v SDVJC15600 INSTALLED VERTICALLY V LL �% EK BMV 6"OPT.EXTENSION IN BRICK ' PRE-FAB TRUSS GABLE BRACING DETAIL LOCATIONS ON FND PLAN 1) MAX.TRUSS SPACING=24"O.0 (� No 7 457 2) OUTLOOKERS, BLOCKING&CLIPS MAY BE OMITTED FROM O bVERHANG PORTION OF DETAIL.FOR NON-DROPPED GABLE J 12"UNDER 1 STORY WALL " O WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO 4 OR r�G.5 TRUSSES W/12"OR LESS OVERHANGS. Z BAR IN BRICK LEDGE 16"UNDER 2 STORY WALL T E OF :�41J WITH(3)#4 OR(2)#5 CONT W �� '�• O R,O P•'��`.� OFFICE COPY GARAGE EXT WALL CUR SECTION x '`'�►►►►►►►��`` LU a Derek B.Murray, P.E. QT ENGINEERING ¢ P.E. 71457 6-55-1-17 MAP SHOWING PLOT PLAN OF LOT 105 OF ATLANTIC BEACH COUNTRY CLUB, UNIT TWO AS o RECORDED IN PLAT BOOK 67, PAGES 132, 133, 134, 135, 136, & 137 s OF THE CURRENT PUBLIC RECORDS OFD VAL COUNTY, FLORIDA. FOR. DEREK AND KELLEE MURRAY. 0 � s ` LOT 106 �z o- o_ o o 10 I ;�l 'o- `� rn 26.5' w 6.8' �G y/ 2.0 LOT T 105 6.3' o ✓�\\ �� 0.28 acres " �8 7' A 3.3' ��\\ ------------- 0 ------- 0 � -00 m N3 2. TOTAL LOT AREA=12,167 SQ.FT. IMPERVIOUS AREA=6,292 SQ.FT. PERVIOUS AREA=5,875 SQ.FT. 1.3' 8.2 �+ cni 3.3' 17.8' i w 23 .0' c� i (A ( vi w v i cn 0 r 3' i co'0 2.0' i cn 8.7' v i rri 55.8 1.3' v 0 38.5' o -------- _ _ _ ------ -----------SA 5' gRL MARITIME OAK DRIVE ---Lr (A 50' RIGHT OF WAY) 504'30'05"E 138.66 OFFICE CSP \r --i 10 x10' r J.E.A.—E.E. 1 r LEGEND DA 1E 7-20-17 I r SCALE N1S _ / 1 O ms caxmm �nawmmr JOB No. o THIS IS NOT A SURVEY page NIA Comp. File ABCC—Lol 105 � Drawn by Lor 104 THE MURRA Y RESIDENCE "ABCC LOT 105" 0.28 acres 12,167 sq. ft. Ellis & Associates Inc. OFFICE COPY 7064 Davis Creek Road Jacksonville, FL 32256 LETTER OF TRANSMITTAL (904)880-0960[Phone:] (904)880-0970[Fax:] EC5GnxWcfC*rn i.s September 30, 2017 RE: 1777 Maritime Oak Drive Meyer Custom Homes ECS Job# 35:26157 3908 Cedar Island Road E Jacksonville Beach, FL 32250 Permits: Location: 1777 Maritime Oak Drive ATTN: Seth Meyer Atlantic Beach, FL We are enclosing: X Materials Engineering Division Reports X For your use X As requested ENCL: Please find attached the results of the Modified Proctor(ASTM D1557)test performed on the soil sample obtained from the house pad. Thank you for allowing Ellis&Associates, Inc.,a member of the ECS Group of Companies, the opportunity to provide construction materials testing services for this project. Should you have any questions and/or comments, please contact our office. Y ACOGNO 4 B :��•�,�CE/�s• Off. Ll Nemer (mak)OSTAs EP.EC.F S 2017 Kathleen Gaal Senior Pi•}1a•k Construction Material Project Manager • ''l`�O iiAi i��`'�°O This report(and any included attachments)shall not be reproduced,except in full,without the prior written approval of ECS. 1000.3 s � OFFICE COPY 105 104 103 U � I I Q T y C 0) f� 0 102 101 100 12 13 14 15 16 17 18 Water content,% Test specification: ASTM D 1557-00 Method C Modified Elev/ Classification Nat. %> %< Depth USCS AA HTO Moist. Sp.G. LL PI 3/4 in. No.200 0.00-1.00 SP 2.7 NP TEST RESULTS MATERIAL DESCRIPTION Maximum dry density= 102.8 pcf Brown Fine Sand Optimum moisture= 15.5% Project No. 26157 Client: Meyer Custom Homes Remarks: Project: 1777 Maritime Oak Drive Date: 09.29.2017 Source of Sample: House Pad Sample Number:27555 [a]Eft&ftnddn. ECS Groupp of Compania. 7064 Davla Creek Road Ph:(904)880-0960 Jackaonvnle,Florida 32266 Faz:(904)880-0970 Figure Tested By: JF Checked By: HN Ellis & Associates, Inc. 7064 Davis Creek Road / Jacksonville, [Phoone:ne:] FL 32256 (904)880-0960[ LETTER OF TRANSMITTAL (904)880-0970[Fax:] EC5 Group of Comps' October 2,2017 RE: 1777 Maritime Oak Drive Meyer Custom Homes ECS Job# 35:26157 3908 Cedar Island Road E Jacksonville Beach,FL 32250 Permits: Location: 1777 Maritime Oak Drive ATTN: Seth Meyer Atlantic Beach, FL We are enclosing: X Materials Engineering Division Reports X For your use X As requested ENCL: Field Report#2 09/27/2017 This report(and any included attachments)shall not be reproduced,except in full,without the prior written approval of ECS. 1100.1 Ellis & Associates, Inc. 7064 Davis Creek Road Jacksonville, [ 32256FIELD REPORT (904)880-0960 [Phone:] (904)880-0970 [Fax:] Project No. 35:26157 634W"dGompaim Report No. 2 Project 1777 Maritime wive Day& Date Wednesday 09/27/2017 Location Atlantic Beach,FL weather Client Meyer Custom Homes-Seth Meyer Contractor Meyer Custom Homes-Seth Meyer Remarks *Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data,locations,elevations&depths are estimates)&Individuals Contacted. As requested, we arrived on site to perform in-place density testing to determine the percent compaction of soils for the house pad. Utilizing the Nuclear Density Test Method(ASTM D6938)to check the compaction of soils; test results indicated that the compacted soils, at the areas and depths tested,met the project requirements of 95%of the maximum dry density as obtained in our laboratory using the Modified Proctor Method(ASTM D 1557). These results are based upon selected locations and may not be representative of the soils in areas not tested. Should site conditions change or not be consistent with test results (e.g., pumping, rutting, standing water, etc.), E&A should be contacted immediately. Thank you for allowing Ellis&Associates, Inc.,a member of the ECS Group of Companies, the opportunity to provide construction materials testing services for this project. Should you have any questions and/or comments,please contact our office. ,�%%%%PGO U S 0 .41 .`��.•�G E N S F• �•i��i ��•�' 755 LU -- '� Nemer Owei o Kathleen Gaal ( •. F 'A� '\ �2017 Senior Q:•�� Construction Material Project Manager By Adam Daniel Jackson, — Assistant Team Leader 1504 v17.1.12 13 58047 Page 1 Field Compaction Summary, ASTM D6938 Project No: 26157 Project Name:1777 Maritime Oak Drive Date:09/27/17 ECSGrowofCompwin Client: Meyer Custom Homes Test Method ASTM D6938 ELLIS &ASSOCIATES, INC. Nuclear Gauge No.39 Contractor: Meyer Custom Homes Make Troxler Density Std 0 Model 3430 Moisture Std 0 Technician:Adam Daniel Jackson Ser. No. 66373 Sample No. Description Proctor Method Uncorrected Max. Densit Uncorrected Opt.MC 27555 Brown Fine Sand ASTM D1557 102.80 15.50 Corrected Corrected Test Data Maximum Optimum Probe Wet Dry Moisture Percent Test Test Depth Station/ Lift/ % Dry Moisture Density Density Content Comp. P/F Comments No. Lot No. Mode (in.) Location Elev Sample No. Oversize Density Content (Pct (pcf) (PC f) (%) 1 DT 12 Southeast Corner House 27555 0.00 102.80 15.50 108.0 100.4 7.6 97.7 P Pad 2 DT 12 Northwest Corner House 27555 0.00 102.80 15.50 107.9 99.6 8.4 96.9 P Pad 3 DT 12 Center House 27555 0.00 102.80 15.50 107.7 99.9 7.9 97.2 P Pad Test Mode: DT= Direct Transmission BS = Back Scatter WO:o U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company, and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number.- DEREK umber:DEREK B MURRAY&KELLEE M MURRAY A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Company NAIC Number: 1777 MARITIME OAK DRIV -HOUSE City State ZIP Code ATLANTIC BEACH Florida 32233 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) LOT 105,ATLANTIC BEACH COUNTRY CLUB UNIT 2;PB 67,PG 132-137, RE#169505 1820 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 30°20'44.2"N Long. 81'24'40.9"W Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1B A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in d) Engineered flood openings? ❑ Yes x❑ No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑Yes ❑x No SECTION B—FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3. State CITY OF ATLANTIC BEACH 120075 DUVAL Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO,use Base Revised Date Flood Depth) 12031 C0406 H 6/3/2013 6/3/2013 X N/A B10. Indicate the source of the Base Flood Elevation (BFE)data or base flood depth entered in Item 69: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: 1311. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barder Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes x❑ No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 ' OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 1777 MARITIME OAK DRIVE- HOUSE City State ZIP Code Company NAIC Number ATLANTIC BEACH Florida 32233 SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑x Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: 13.85(COMMENT) Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ❑X NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace, or enclosure floor) 13 . 9 x❑ feet ❑ meters b) Top of the next higher floor N/A . ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A . ❑ feet ❑meters d) Attached garage(top of slab) N/A . ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building N/A . ❑ feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 10 . 8 ❑X feet ❑ meters g) Highest adjacent(finished)grade next to building (HAG) 11 . 5 x❑ feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including N/A . ❑ feet ❑ meters structural support SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information- /certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? E Yes ❑No ❑Check here if attachments. Certifier's Name License Number DONN W BOATWRIGHT, PSM LS 3295 Title PRESIDENT / Company Name Ce Nov) BOATWRIGHT LAND SURVEYORS, INC al Address ere �� M 1500 ROBERTS DRIVE City State ZIP Code . JACKSONVILLE BEA H Florida 32250 Signature Date Telephone 10/9/2017 904-241-8550 - k- �k'. Copy all pages o is Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e),if applicable) A5-INFORMATION OBTAINED VIA ITOUCHMAP.COM C-BENCMARK: MND IN PALM @ N/3 CORNER OF SITE- 13.85 NAVD 1988 C2e-EQUIPMENT NOT PLACED C2f&g-GRADES NOT FINISHED FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 1777 MARITIME OAK DRIVE-HOUSE City State ZIP Code Company NAIC Number ATLANTIC BEACH Florida 32233 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available.Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑ meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 w OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1777 MARITIME OAK DRIVE- HOUSE City State ZIP Code Company NAIC Number ATLANTIC BEACH Florida 32233 SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B,C (or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑ meters Datum G10. Communfty's design flood elevation: ❑feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location,per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1777 MARITIME OAK DRIVE -HOUSE City State ZIP Code Company NAIC Number ATLANTIC BEACH Florida 32233 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken;"Front View"and "Rear View"; and, if required,"Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. bt r till L " I .. ae� illb L1 Photo One Caption FRONT VIEW Photo Two Caption REAR VIEW FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1777 MARITIME OAK DRIVE-HOUSE City State ZIP Code Company NAIC Number ATLANTIC BEACH Florida 32233 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. 03/P�7w1 18 Photo One Caption RIGHT SIDE r Photo Two Caption LEFT SIDE FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2018 NationFI Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE A1. Building Owner's Name Policy Number: DEREK B MURRAY&KELLEE M MURRAY A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Company NAIC Number: 1777 MARITIME OAK DRIVE DETACHED GARAGE City State ZIP Code ATLANTIC BEACH Florida 32233 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description, etc.) LOT 105,ATLANTIC BEACH COUNTRY CLUB UNIT 2; PB 67, PG 132-137,RE#169505 1820 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) RESIDENTIAL ACCESSORY A5. Latitude/Longitude: Lat. 30'20'44.2" N Long. 81°24'41.4"W Horizontal Datum: ❑ NAD 1927 ❑X NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 755 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in d) Engineered flood openings? ❑ Yes Z No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑Yes X❑ No SECTION B—FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name& Community Number B2.County Name B3. State CITY OF ATLANTIC BEACH 120075 DUVAL Florida B4.Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8, Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO,use Base Revised Date Flood Depth) 12031 CO406 H 6/3/2013 6/3/2013 X N/A B10. Indicate the source of the Base Flood Elevation (BFE)data or base flood depth entered in Item B9: ❑ FIS Profile ❑X FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑X NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes X❑ No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 1777 MARITIME OAK DRIVE-DETACHED GARAGE City State ZIP Code Company NAIC Number ATLANTIC BEACH Florida 32233 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings` ❑X Building Under Construction' ❑ Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,ARAE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: 13.85(COMMENT) Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace,or enclosure floor) 11 . 8 0 feet ❑ meters b) Top of the next higher floor N/A . ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A . ❑ feet ❑ meters d) Attached garage(top of slab) N/A. ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building N/A. ❑ feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 11 . 5 ❑X feet ❑ meters g) Highest adjacent(finished)grade next to building (HAG) 11 , 9 ❑X feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including N/A . ❑ feet ❑ meters structural support SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? El Yes ❑No ❑Check here if attachments. Certifier's Name License Number DONN W BOATWRIGHT, PSM LS 3295 Title PRESIDENT Company Name Place BOATWRIGHT LAND SURVEYORS, INC Seal N� Address Here 0��,rN 1500 ROBERTS E City State ZIP Code v JACKSO ILLE IEAC Florida 32250 Signature Date Telephone ��v 10/9/2017 904-241-8550 Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e),if applicable) A5-INFORMATION OBTAINED VIA ITOUCHMAP.COM C-BENCMARK: MND IN PALM @ N/3 CORNER OF SITE- 13.85 NAVD 1988 C2e-EQUIPMENT NOT PLACED C2f&g-GRADES NOT FINISHED FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 v OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt_, Unit, Suite, and/or Bldg.No.)or P.O. Route and Box No, Policy Number: 1777 MARITIME OAK DRIVE-DETACHED GARAGE City State ZIP Code Company NAIC Number ATLANTIC BEACH Florida 32233 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4,use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑metersabove or ❑ ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is []feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F— PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number.- 1777 umber:1777 MARITIME OAK DRIVE-DETACHED GARAGE City State ZIP Code Company NAIC Number ATLANTIC BEACH Florida 32233 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1_ ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑ meters Datum G10. Community's design flood elevation: ❑feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location,per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 t BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30,2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1777 MARITIME OAK DRIVE-DETACHED GARAGE City State ZIP Code Company NAIC Number ATLANTIC BEACH Florida 32233 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear View"; and, if required,"Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. '.Ir - - n` Photo One Caption FRONT VIEW s Photo Two Caption REAR VIEW FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit,Suite, and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 1777 MARITIME OAK DRIVE- DETACHED GARAGE City State ZIP Code Company NAIC Number ATLANTIC BEACH Florida 32233 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. • c. Photo One Caption RIGHT SIDE 1 R 1r �r Photo Two Caption LEFT SIDE FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 r rr1`i I 'Pi `e- REVISION DATE SIGNE APEX MEMORANDUM January 15, 2018 OFFICE COPY TO: Meyer Custom Homes FR: Derek B. Murray, P.E. RE: Atlantic Beach Country Club, Lot 105 Apex#AT6707 The following memorandum has been prepared to address an alterative Quick Tie Cable tie down in the location of the first level Study right side wall location. The structural plan set specifies (2) Quick Tie Blue(QTB)cables at the location illustrated below. NOTE III FLOOR GIRD ,NO-F 5 ST DS TB O � SW3 W b (2i2-111 L This cable location omitted. J K m m2i Ox SW3 NOTE t SW3 The Quick Tie Blue (QTB) cable shown at the first level 2x6 exterior wall, illustrated above, has been omitted. The adjacent QTB at the interior load bearing wall is skewed as it extends upward, anchored at the exterior corner of the second level 2x6 wall double top plate at the Bedroom #2 right side wall above. QTB are installed at max 96"o.c.along this wall. The omitted cable location outlined above is acceptable, no additional work is required. Should you have any further questions or require any,ti er, c4�tioe,•,please call. _ Derek B.Murray,P.E • '� Q: = FL PE#71457 0•• u„ 01/15/18 4745 Sutton Park Court, Suite 402 Jacksonville,FL 32224 Phone 904-821-5200 Fax 904-992-8700 FBPE CA 7547