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950 Sailfish Dr new single-family home permit CITY OF ATLANTIC BEACH - -- 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 p INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMARON: PERMIT NO: RES17-0076 Description: Estimated Value: 241454.4 Issue Date: 7/18/2017 Expiration Date: 1/14/2018 PROPERTY ADDRESS: Address: 950 SAILFISH DR RE Number: 171167 0000 PROPERTY OWNER: Name: Willow LLC Address: GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: Trinity Construction and Investment, Inc Address: 9191 R G Skinner PKWY 501 JACKSONVILLE, FL 32256 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. Permit Conditions City of Atlantic t9 Permit Number: RES17-0076 Description: Applied:6/21/2017 Approved:7/18/2017 Site Address:950 SAILFISH DR Issued:7/18/2017 Finaled: City,State Zip Code:Atlantic Beach,F132233 Status:ISSUED Applicant:<NONE> Parent Permit: Owner:Willow LLC Parent Project: Contractor:<NONE> Details: LIST OF • r SECINC11 ADDED DATE REQUIREDDATE1 SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 6/23/2017 DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All concrete driveway aprons must be 5"thick,4000 psi,with Obermesh from edge of pavement to the property line.Reinforcing rods or mesh are' allowed in the right-of-way. (Commercial driveways-6"thick). 2 6/23/2017 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection LI to request an Erosion and Sediment Control Inspection prior to start of construction. 3 6/23/2017 ON SITE RUNOFF INFORMATIONAL PUBUCWORKS Scott Williams Notes: All runoff must remain on-site during construction. 4 6/23/2017 POST CONSTRUCTION TORO INFORMATIONAL SURVEY PUBLIC WORKS Scott Williams Notes: If on-site storage is required,a post construction topographic survey documenting Proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 5 1 6/23/2017 1 1 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services). Container cannot be placed on City right-of-way. 10 Printed:Tuesday,18 July,2017 1 of 2 [+bY' rt J AtlanticPermit ConditionsCity of rrpY 6 6/23/201] RIGHTOFWAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,Including sod,is required./201) J 6/23RUNOFF INFORMATIONAL PUBLICWORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 1 6/23/2017 MAXIMUM DRIVEWAY INFORMATIONAL PUBLIC WORKS Scott Williams Nates: Maximum driveway width within the City right-of-way Is 201. 9 1 6/23/2017 TOPO SURVEY INFORMATIONAL PUBLICWORKS Scott Williams Notes: Must provide a topographic(TOPO�survey with water retention for final C.O.Inspection. 10 1 6/23/2017 1 REVISION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Any plan change must be submitted as a Revision to the Building Department. 11 6/26/2017 UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig ifnecessary. Iffield coordination is needed,call 247-5834. 12 1 6/26/2017 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes: Ensure all meter boxes,sewer deanouts and valve covers are set to grade and visible. 13 1 6/26/2017 RTI SEWER CLEANOUT INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes: - Asewercleanoutmustbeinstalledatthepropertyline. Cleanout must be covered with an FIT concrete box with metal lid. Cleanout to be set to grade and visible. Printed:Tuesday,18 July,2017 2 of 2 s us.i City of Atlantic Beach APPLIC=NUMBERBuilding Department (To be assigned b800 Seminole Roadp �Atlantic Beach, Florida 32233-5445 ILSPhone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: hap:/Avww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ISD SOA _-SCJ ,0( - Department review reuired Yes o I vi Applicant: Tf.l1 t'FU C.Df1.C-j-pAC-{iJ/! nnin &Zonin 1 I Tree Administrator Project: (\.LU Sl(Vn\ern, (M hC) M� bli o "tie Public Safety Fire Services L3ept 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 -6ther APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING p PLANNING R ZONING Reviewed by:—//IllDate��0 'I7 TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑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 06119/2017 CITY OF ATLANTIC BEACH 900 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5900 FAX(904)247-5845 REVISION REQUEST SHEET OR Y/ /1 CORRECTIONS TO REVIEW COMMENT Date: / �Z'[ Received by: Resubmitted: Permit giumber. Original Plans Examiner: Project N e: r 91,\. VC Project Address: a 5 O Contractor: v.l Contact Name:_ h rt Contact Phone: 9dH - YJZ'f—q326 Contacte-mail: enwSh� Revision/Plan Check/Pem)it Fee(s)Due: S 5'C>.00� Description of Proposed Revision toExiatin Permih �yl U 7-/ e,/7 m ,� i? erF I,PJ.. ?raFr C2.tT M I'LC Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below,l brim nam) c�A U,� 'Q � affirm that the above revision is inclusive of the proposed changes. <::7-2 Q�ra -� X 241 SI tam of CO or/Agent(cmb iw mut sip if auteese in vabmam) Date olr.u.onty Dme: 7' t I'1 Apff ' : RelsmN: Nmifisdby: Plan Review Comments: Dh lIL n'tN r � / s A�etd review rereview re uired Yes No Builth Planning&Zoning Tree Administrator lens Examiner Public Worcs Public Utilities ?��- Public Safety Fire Services Date CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD v� OFFICE COPY ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 7.13.2017 Permit#: RES17-0076 Site Address: 9191 R.G.Skinner Pkwy,#501, II WAddress: 950 Sailfish Drive,A.B. I Jacksonville,FL 32256 Review: 1 Phone: 904.2 19.9762 RE#: Email: kart tci.construction Homeowner: Willow Falls,LLC,Kyle Applicant: Trinity Construction& Brad . Investment Inc. CORRECTION COMMENTS: These comments are from 1 of 4 departments that are reviewing this application. . Contractor shall come into the Building Department and write on 2 copies of the site plans submitted, the Proposed Finish Floor Elevation and sign an date next to that information. Pec • o pro tic app um ers were submitted on the Florida Product a' Approval Information Sheets for the garage sectional roll up doors. If not submitted now at plan review a separate permit will be required for the Q*c tallation of that door before a buildinzAnaLinslic tion can be done �7- 1g,1-7 o Manua o lance eport, Manual J or eets, Manual D—Duct System Summary and Duct Layout for supply and returns,were submitted with the energy information worksheets. R403.6 Heating and cooling &-c, equipment (Mandatory) and R403.6.1.1 Cooling equipment capacity. FBC ;7.1,1 th .Conservation 4. Truss Engineering was not submitted. 2 copies are needed. The engineer record will also need to sign off on both sets. 5. Bring all of the above information in at one time only. Mike Jones Building Inspector/Plan Reviewer C MQilEc7 1 R2viea, Cc�mmFn >'-S 7 13 17 G�4rpr•. •rt l�L3r�J D � ITY OF ATLANTIC BEACH J� 01 800 Seminole Road Atlantic Beach,Florida 32233 P ` Telephone(904)247-5800 I FAX(904)247-5845 REVISION REQUEST SHEET OR � j CORRECTIONS TO REVIEW COMMENT Date: / —(/7—/ ? Received by: Resubmitted: Permit Number: Q-L,S(') "bD�tf, Original Plans Examiner: Project Name: Project Address: o Dr Contractor:_ JKbgL±;i Contact Name: n Contact Phone : 9^a.f y- ',32? 32.,5 Contact a-makl: y r P �" . o S C err Revision/Plan Check/Permit Fee(s)Due: $ 5-0-00 Descrition of Proposed Revision to EXH* tin Permit: 0 ocJ co a aa,r-rcaR oor 4f-74 • 3a J o e e- tsy es Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. I(print name) �a ��VCb'� affirm that the above revision its inclusive oftheproposed changes. —t Si&&=Ire of Contractor/Agent(Contractor must siso if increase in valuation) Date Q `y_ Office Use Only Date: 7Approved: /1 Rejected:___ Notified by: Plan Review Comments: TT Dee ent review reuired Yes No wilding P-la nning oning Tree Administrator Plans Examiner Public Works Public Utilities -- �#7 17 Public Safety Date c�aunna aer.s Fire Services clLvr� City of Atlantic Beach APPLICATION NUMBER - Building Department (ro be assigned by the Building DepartmenlJ 800 Seminole Road p � - - _ Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 11 YJ E-mail: building-dept@coab.us Date routed: Dfo ld l I(� City weasite: http://w .Mab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 9 S Sa.;l 'S�l �� _ WSewices artment review uired Yes No Applicant: T.12CV4. C.0aS41il( -(i,)A nin 1 1� _ trator Project: (\.Lw gl nrn\QT_i'tl m��1� home Review fee $ Dept Signature '`f"'' 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 F(Cimle artment First Review: ❑Approved. Denied. ❑Not applicable e.) Comments:G /G �fONING r /,,,---yyy{{{ Reviewed by: Date:IN. Second Review: oApproved as revised. ❑Denied. ❑Not applicable BLIC WORKS Comments: I �� T6ne PUBLIC UTILITIES PUBLIC SAFETY t ( �(`�FIRE SERVICES Third Review: 7=_ t applicableComments: te: Revised 05/19/2017 CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 OFFICE COPY Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT / Date: �' �23 Received by: Resubmitted: (� 2 Pennn l umber:Plans E miner —DD'7G 1 9� C I r Original Plans Examiner. ect Nem : 1 Project Address: ai5y Sai 1 - n V- - �� ?? Contractor:_ r ,v.� n S y'l//' t e v) Contact Name: Contact Phone : 2 o[-( ^ 322 - 4!0SComact e-mail: Revision/Plan Check/Permit Fee(s)Due: S Description of Proposed Revision to Ezistin¢Permit- 2 5 Ylnl u VCSOnr�Sr r.Pr- i Additional Increase in Building Valle: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.l(Pun1 nm) affirm that the above revision is inclusive of the proposed changes. Signature of Contractor/Agent(C mmw mum sign irimmume in vtlumim) Date office U.only Due: Reicatul Nmiacd q': Plan Review Comments: peortiment review required Yss No Planning&Zoning res Plans Examiner Public Works �j 2 L/ 12 Public palsies v Public Safety FIR Services Dale o.�.n✓ivie n..-.s pc i City of Atlantic Beach p . gppLICATION NUMBER ,:)f •n Building Department i (To be assigned by the euildin De anment. r n 000 Seminole Road 9 P ) u, Atlantic Beach, Florida 322335.45 Phone(904)247-5820 Fax(904)247-5845 �!J f1 p E-mail: building-dephr,33coab.us City web-site: http:/A..coab.us _..._. APPLICATION REVIEW n AND TRACKING FORM Property Address: qoSaSy) 0� - De fartment review required Yes No Applicant: Tf.ni+U Cons+lu L-4iJA mun &Zonln �1 1� _ 1_ Tree Administrator Project: (\4,0 St(VnISQ=�-/Jm� �1� It�(ytQ li or lea Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. 05?/E�emed. ENot applicable (Circle one.) Comments: f�� •"'�' ea iea dd BUILDING PLANNING&ZONING Reviewed by Date: TREE ADMIN. Second Review: Appro asas r ❑p ❑Not applicable PUBLIC WORKS Comments: r( PUBLIC UTILITIES PUBLIC SAFETY Reviewed b : te: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/1912017 CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS 1200 Sandpiper Lane Atlamic B=h,FL 322334318 TELEPHONE(904)247-5834 FAX:(904)247-5843 www.coab.ua CONTRACTOR: DATE: 6-23-17 Trinity Construction&Investment PERMIT#RES 17-0076 9191 R G Skinner Parkway#501ZME ADDRESS: 950 Sailfish Drive Jacksonville,FL 32256 �//�I• / Atlantic Beach,FL 32233 Email: paul@tci.constructlon PERMIT APPLICATION FOR NVrfYour permit application has beenWorks Department for the reasons listed below. Please submit this information at your earliest convenience in order for us to approve your application. If you have any questions, please contact Scott Williams,Interim Public Works Director at 904-247-5834 or email swilliams&mb.us. PUBLIC WORKS CORRECTION ITEMS: (S" mit the following information to the Public Works Department) ✓• Provide drainage plans showing site topography(Flow arrows,etc.). �• Provide impervious surface calculations for entire lot(existing and post construction). b Section 24-66(b)of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). J Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land Surveyor, showing 1'contours. • Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions ofApprovnl) • All concrete driveway aprons must be 5"thick,4000 psi,with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. (Commercial driveways-6"thick). • Full erosion control measures must be installed an approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247-5814)to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. • Roll off container company must be on City approved list(Advanced Disposal, Realco Recycling,Shapell's, Inc., Republic Services). Container cannot be placed on City right-of-way. • Full right-of-way restoration,including sod, is required. • All runoff must remain on-site. Cannot raise lot elevation. • Maximum driveway width within the City right-of-way is 20'. • Must provide a topographic(TOPO)survey with water retention for final C.O. Inspection. • Any plan change must be submitted as a Revision to the Building Department. M Toni Gindlesperger,Building Department Jennifer Johnston,Building Department AdAML CITY OF ATLANTIC BEACH 800 Seminole Road --- -- Atlantic Beach,Florida 32233 Telephone(904)247-5800 JUL -6 2011 FAX(904)247-5845 REVISION REQVESI SHEET OR CORRECTIONS TO REVIEW CONMH 7[IL 10 2017 Date: 7_K�"1-� Received by: Resub Permit Number: RESi7- 007<o Ll"--- Original Plans Examiner: Project Name: Project Addrre Quo ^tea:^l, �� Contractor: I Y,, k-la C oy�' c Otn Contact Name: nn Contact Phone : cr oc4 1 14325 Contact e-mail: Zf✓h- '; -k " � evtS u c- vt-, Revision/Plan Check)Permit Fee (s)Due: $ Description of Proposed Revision to Existine Permit: I )J rP v�a Ge-- Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(print flame) affirm that the above revision is inclusive of the proposed changes. ? LIQ Signah a OCe//Agent(Conmcmr must sipp if inaeau in aham.) Date OBee Use Only Dme: Approved: Rejected: Notified by: Plan Review Comments: Department review required Yes No Building Planning g Zoning Tree Administrator Plans Examiner ublic Public Utilities (/ Public Safety Fire Services Date c..vw anus 3 City of Atlantic Beach APPLICATION NUMBER d Building Department - (To be assigned by the Building Deparhnent.) 800 Seminole Road " I Atlantic Beach,Florida 32233-5445', Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@coathms Date routed: Dfo �d L I L� Cityvreb-site: http:/hvww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: CIO Sa�A-Sh 'v _ WSemcesTp t review re uired Yes No Applicant: Tir l�U CbAS:{Jt&cj. ')n mn 1 I� trator Project: N� ,W SifVn\QT_ .M rrt��1� �p (Vt Review fee $ S b Dept Signature 5� 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 FReViewingnt First Review: Approved. ❑Denied. ❑Not applicable Comments: GReviewed by: DateSecond Review: ❑Approved as revised. ❑Denied. ❑Not applicable OiCUBLILITILITIES WORKS Comme is: - (p —7 PUBLIC PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [—]Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05119/2017 ci r, City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dralv%i (904) 247-5834 NEW WATER SEWER TAP REQUEST Date Project Address 7JU //I7,�/ w—* Number of Units Commercial_ Residential ✓ Multi-Family New Water Tap(s) & Meter(s)_ Meter Sizes) 3� New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature TT�� CITY STAFF USE ONLY Application p Fee 17 — Oa Ao Water System Development Charge $ Sewer System Development Charge $ C Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ '5yOO Other $ TOTAL $ '56, 06 (Notes) APPROVED Kayle Moore, P.E. ""L Date Z 3 t 7 Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED Building Permit Application OFFICE COPY City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 ' Phone:(904))2,,4JJ7-5826 Fax: (904)247-5845 C�, Q 1 A 1 '32233 lob Address: 960 �1I T�'1Sn Yn A.YnI?7[- Permi[Number. Legal Description d ' D 1 -25 -pG IV a) TQ)y4 Uf1A Wk RE# Valuation of Work(Replacement Cost)$X7,2 /36 Heated/Cooled SF /414 Non-Heated/Cooled O d g wh, • Class of Work(Circle one)( New Addition Alteration Repair Move Demo Pool Windofow/Door • Use of existing/proposed structurem s)(Circle one): Comercia sident • If an existing structure,is a fire sprinkler system installed?(Circle one): yes No • Submit aTree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe In detail the type ofwork ��to" be performed: LL f (� (� I Niew 1_2$Id2h-f>R\ COA41I`.\GYOn o-C 61 St nCfI L' -KcN.1� 6yi Florida Product Approval# nri U, Cep for multiple products use product approval form Pro ertOwner Information Name: k V)1 low G1 LL C Address: Ciry7' M State 'p Phonet EMYAOwnent(If Agent,Powero CoInformationNampany:Add %OffStatation/Registration#Archme&Phone# __lEngiame 8,Phone# N Workers Compensation V� L I�Y"1yA -t c-i , Coy\5th C_ C'— Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permj U&sebQsajjd for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. .. - -_ _. • WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTI E OF COMMENCEMENT. !� n Y D �n�- ( I ature of Owner ori t Including Contractor (SI nature of Contractor) r1 nedandswor��jt�o�-(�oor-r1�affrm 1beforemethis r�yof Signeda d swor�nrt�o� oorlaffrmed before methisL ayof by C q16 Y ^11oY"1'I_. W 11 by VA qdIII / t D n t (51 tura o y 5�c: eie� :�c� a*: e►e� :* Personally Known OR $ q, •• '�� i ersonally Known OR ? .`IflNH70 I� •( s .. [ I Produced Identification ' g S na\••°' OX'C� I ]Produced Identification ��$ •:');). •' Typeofldentifleation: Type of Identification: moi/ �/Irl \\\Orlr TREE & VEGETATION AFFIDAVIT V .` City of Atlantic Beach i Department of Community Development JUN 2 3 2017 Planning&Zoning Division - 80O Seminole Road Atlantic Beach,FL 32233 Jell' (P)904247-5800 (F)904247-5845 PERMITA SECTION I-APPLICANT INFORMATION V0wner(s) r legal Authorized Agent* NAMEOFAPPLICANT NAME OF COMPANY4110� ADDRESS OF COMPANY Z'LZI A�ltAa 'n f's�inn..6 Ids (, 32233 PHONE CELL EMAIL OFFICE COPY CONTRACTOR CERTIFICATION NUMBER C$C /2SOy2p ATLBCH BUSINESS TAX RECEIPTNUMBER Ac100 301A0 SECTION 11-SITE INFORMATION STREET ADDRESS OF PROPERTY 2F0 Hanoddiashmnotbeen¢sslgnMronkpropeiry,�wrsact theAk BuilMngLDeynrtrrienlaf(904)24)-58Mrorequestan address. LEGAL DESCRIPTION {- LOT 12 BLOCK LI SUBDIVISION REAL ESTATE NUMBER 1]11(n,7-0000 LOT OR PARCEL SIZE: SOFT7W .3 AC RESIDENTIAL ✓ COMMERCIAL OTHER(SPECIFY) I aKrm that I have reviewed the provisions of Chapter 23 'Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach,FL and/or I have participated in a pre-application meeting with the Administrator of those regulations. Subsequently,I affirm that no regulated trees and no regulated vegetation wilf Ir damaged,destroyed and/or removed from the above-desaibedor jacentpr perties in conjunction with thisproject. 51GNATU OWP SKiNATYOF07 l Signed and sworn before me on this ` dayof ,n A.._ t � ,by State of )bv-I k., County of v-&J Identliic OH `iso B U�i4 CI C_S O r No 'a 0�2•.2ar's'• 5 �pIy46130�:�`` Notary Signatu 11 ^ REV-NA0012 ,,;! .�' MY expires; Commission ex l2l Z1 I I —\ - '�4irrr'hYpuBIlC,51 �xxxp�� 1^ OFFICE COPY Fa e o es: DO NOT WRITE BELOw- OFFICE USE ONLY p eview Result (circle one)• Approved Disapproved Approvedw/Conditions Review Initials/Date: / •/7 `ja i Development Size Habitable Space /6 6 S.F, Non-Habitable 10o S. r. Impervious area o VEuellaneous Information )ccupancy Group L�3 ype of Construction V (3 'umber of Stories ming District_. a S- 1 ax. Occupancy Load :e Sprinklers Required— )odZone X editions/Comments: 0096 NOTICE OF COMMENCEMENT State of f1�.•,3k OFFICE CoppFohoNo. County of 1�fi 00. To Wbm it May Conee4d: 'The hereby mf--you that improvements.will be mode.to certain real property,and'hr aeeordance widr Sentime 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description ofproperry being improved: SO' LO+ 1'7—2$ — 2.4 E "iZ aK U n; i LOA- t2i (4' 4 Address of property being improved: 20 c.. kc sz Z. 3 Z,-y 3 3 G—eml,descriptian.ofimpravements: •C]etr4 n(.Lro_ Et SFWA2 /16 / const!'✓ iron ��--- � Owner: FoN5 (.LC- �r• Address: [ - AA/ / J7c4 FVI-1VO Owner's interest in site of the improvement: rti S,wp( 1 Fee Simple Titleholder(if other than owner): Name: $ ontraclot: SYR I ��rYy t• 1 d �' f�_•t m �.d�ss: 975Y R G �• r i=1Er.. �F o% J�/..s.n //-r� 1118 L Z G Telephone No.: y 711 9'7(i Z Fax No: 9dV 2CY7 7979 Surety(if any) Address: Amount of Bond S Telephone Na En Ne: Name and address of any person making a loan for the construction of the improvements DOL R 2D17083697,OR BK 17942 Pape iew, F Number Pages:1 ded Name: Ronnie PusraslC EtRKCR7 M CU7 COURT DUVAL Address: COUNTY RECORDING$10.00 Phone No: Fax No: Name of person within the State of Florida, other than himself,designated by owner upon whom notices or other documents may be served: Name: /Ad+ess: Telephone No: Fax No: In addition to himself, owner designates the following person m receive a copy of the Liencr's Notice as provided in Section. 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: ''Telopho»e No: Fax Na Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FO,RMQWkER'S USE ONLY OWNER CU\ t ee. `�yJ•J`�=�,N�ySK9I.pyD(Y Yii Signed: vete: -3 I`I 17 �` �'tTI '.••• '' Bef01CRW d115 Of. ANIC ' eL alf Slarc p o Of Florida,has Personally appeared C P'=bc'_rse4 ty,. efFloyda, ^fT�a�. _ Oyu, 8130 eC:Q` My commission ezpves: Personally Know ✓T� or '/,�• "+^�^a°• � ` Produced ldentl5canon: 8/21/2017 Detail by Entity Name 1 S U DIVISION OG LORGORATIONS OFFICE COPY a�j.� ,q rl/i,inf Srrnr Jllodr4r rrrLy,e Denadment of State I DN'sion of caooranons I Seamh Remrds I Detail By Dq me`I Nor I Detail by Entity Name Florida Limited Liability Company WILLOW FALLS, LLC F'I'na Information Document Number L090O0101620 FEI/EIN Number 2 7-11 61 89 5 Dale Filed 10/21/2009 State FL Status ACTIVE Princinsl Address 2221 ALICIA LANE ATLANTIC BEACH,FL 32233 Malling Address 2221 ALICIA LANE ATLANTIC BEACH,FL 32233 Rea'sterell Agent Name&Address BRADY, KYLE 2221 ALICIA LANE ATLANTIC BEACH,FL 32233 Authorized Person(s1 Detail Name 8 Address Title Manager BRADY,KYLE 2221 ALICIA LANE ATLANTIC BEACH, FL 32233 Title Manager Brady,Maim Kay 2221 ALICIA LANE ATLANTIC BEACH,FL 32233 Annual Reooris Report Year Filed Date 2015 04123/2015 2016 04/1612016 hdp://search.sunbrz.orgAh uiW/Cor bonSeamhlSe mhResullDetailTinquirytype=EnGtyNam"dir onType=lnitial&searchNameOrderWILLOWFA... In r MO MAP SHOWING BOUNDARY & TOPOGRAPHIC SURVEY OF LOT 13 BLOCK 4 AS SHOWN ON MAP OF ROYAL PALMS UNIT ONE AS nENNOED IN HR>9 30 PgC£S 6o-6N OF ME cuHRENr NBIIC FECppp$pF pl/yat GW/A'IY, iL cmnrrm % nmmr cwmmucnoN allo IMrES1AIfNr(rcp OFFICE COPY iWNIN 12' / 'NLOU VOMER P0.E \ / T EIEVATp!$ V=HFFEON REim TO NAw of Ima Rpy @2 8± \ \ or u CR(. i q AWM no%v¢mnxn"'�iw�u'['"w�Wrvx �xMg swi�.'Xe p T ALL AMERICAN SURVEYORS OF FLORIDA, INC. wn vwrma-mr sw.o9-luz vrrz rs-.unm...uc lova.ma-.o-V+n-m.-ummn,.o a�,n.N Gam;: M� PVRVV"M TO 9PAD,E. 472.021 P ..P:R 6IG17"s`FLO—.,:—MO A F/C.N �., xmcEln,wmeuus OmoLan n gt svxvcm9r - " "•`• vara A'wm"` E - X1_29• MAP SHOWING BOUNDARY & TOPOGRAPHIC SURVEY OF LOT 13 BLOCK 4 AS SHOWN ON MAP OF ROYAL PALMS UNIT ONE AS RECOFO£D M PLAT BOOK 9O PAGES W 604 O ] E CURRE PUBLIC pECggpg O MR, COUN,, a CERVf TO: ]RLW]Y CONSTRUCTION RNO LNHSPIENT(2Y) OFFICE COPY 3 REUND NNLR IN RE / ELEV PGNEa 90) \ / L k]1 EIEY/.TIWS SXOMN XQiEM \ \ 101\ 4 RE?eN u ` Az qv, / ca l100.1b. 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By: SRW Date: 7/1112017 Public Works Department City of Atlantic Beach Permit No: RES17-0078 Address: 950 Sailfish Drive Provided Storage: Elevation Area Storage (ft) (ft') (ft) 9.5 344 0 BOTTOM 43 X 8 10.0 450 199 TOB 45 X10 Elevation Area Storage (ft) (ft') (ft') 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft') 0 BOTTOM 0 TOB Inground storage=A'd•pf A=Area= 450.0 d=depth to ESHWr= 8.5 pf=pore factor= 0.3 Inground Storage= 877.5 ft3 Required Treatment Volume= 981 ft' Supplied Treatment Volume= 1,078 ft' Retention Sai15eh one 950 7/112017 Camp. By: SRW 0 Date: 7/1112017 Public Works Department City of Atlantic Beach Permit No: RES17-0076 Address: 950 Sailfish Drive Reauired Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion,and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR112 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 7,500 ft' Runoff Coefficient Area Lot Area Description (ft') (it) C. Wtd "C" Impervious 1,599 7,500 1.00 0.21 Pervious 5,901 7,500 0.20 0.16 Runoff Coefficient(C)= 0.37 Runoff Volume V= 0.37 x 7,500 x 9.3 1 12 V= 2,154 ftp Posldevelooment Runoff Volume: Lot Area(A) = 7,500 fh Runoff Coefficient Area Lot Area —DesertPtlon Iff') (ft') "C" -Md"C" Impervious 3,181 7,500 1.00 0.42 %ISA= 42.4% Pervious 4,319 7,500 0.20 0.12 Runoff Coefficient(C)= 0.54 Runoff Volume V= 0.54 x 7,500 x 9.3 / 12 V= 3,135 1,13 Required Storage Volume DV= Posldevelopmenl Runoff Volume-Predevelopmenl Runoff Volume DV= 3,135 - 2,154 DV= 981 it, Rebntian Sailfish Dnve e50 711112017 Y100 MO MAP SHOWING BOUNDARY & TOPOGRAPHIC SURVEY OF LOT 13 BLOCK 4 AS SHOWN ON MAP OF OFFICE C OPY - ROYAL PALMS UNIT ONE AS RELCROED M PGT B(MN JO GM.ES 64 IX O ]NE CURRENT MU RECWNS CF OINK Lp/ATY, Fl. CERRf1ED N IhYNRY COKSIRULMIN AND NrtESINENJ(TC) ow d / SUHY� ,WNO NAL 10 1S \ MMO PONFII P \ / Q E O] el£vnnW:OPw) T to'y" EUN.noxs swrx NflEM � \ \ � no�\ \ s wm m x.Lw ff lam � n'� ry p " P' N /! a. 'Ott". / 4 DOk], 00 Oro —1 / u ss om�cg K�� ALL AMERICAN SURVEYORS OF FLORIDA, INC. P of THE FLORIDA m :.9°M;1. C,I.M[F .]t�°SIM.NNEN. 1 wtE[Imp PI oT nwERa ICa6 A WRif.Nc LMJ rs - ce �$ oP Pwl]Ulm)\anw omw w galea, W 31704 OFFICE COPY S 23' 37' 33" W 75.00' N 12.00 52.33 10.67 ....x- x— C —JG X PORCH k OO oX I IiX O o1 I 1 —STORY SINGLE FAMILY �^ I mI RESIDENCE 13 X N � I N N X ' N N I I PSIDEWALK I � y- (07, C '\ 0 (00 X X Z�Lam�s}SY � I DRIVEWAY (+OIet II � NLT hnWATER X METER EXIST N 23' 37' 33" E 75.00' ��rr INLETT EI EXIST. k-x - sl1 'K C 950 SAILFISH DRIVE LOT COVERAGE BUILDING AREA (IMPERVIOUS) HOUSE:................ 2704 SQ. FT. HOUSE = 3,196 SQ FT INCLUDES ENCLOSED SPACES = 43% AND OPEN PORCHES LOT = 7,500 SQ FT DRIVEWAY/SIDEWALK:.... ......... 492 SQ. FT. TOTAL IMPERVIOUS:.............. 3,196 SQ. FT. *INCLUDES HOUSE, PORCHES, EXTERIOR STEPS, LOT AREA................................ 7,500 SQ. FT. CONCRETE SLABS, DRIVEWAY AND SIDEWALK. HIGHEST PEAK OF ROOF......... 23'3" LOT 13, BLOCK 4, PLAT BOOK 30, PAGES 60-60A OF THE CURRENT RECORDS OF DUVAL COUNTY, FL DATE: 08/05/17SCALE: 1" = 20'-0" 950 SAILFISH DRIVE REVISED: DRAWN BY: E-17-008.2 ROYAL PALMS UNff ONE REVISED: M D LOT GRADING TYPE: X � !HO Comp. By: SRW Date: 6/23/2017 !1 Public Works Department City of Atlantic Beach Permit No: RES17.0076 Address: 950 Sailfish Drive Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion,and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Precievelooment Runoff Volume: Lot Area(A) = 7,500 ft' Runoff Coefficient Area Lot Area Description (ft') (ft') C. Md"C" Impervious 1,599 7,600 1.00 0.21 Pervious 5,901 7,500 0.20 0.16 Runoff Coefficient(C)= 0.37 Runoff Volume V= 0.37 x 7,500 x 9.3 / 12 V= 2,154 to Postdevelogment Runoff Volume- Lot Area(A) = 7,500 1t' Runoff Coefficient Area Let Area Impervious 3, 7,500 1.00 0.42 %ISA= 42.4% Pervious 4,319 7,500 020 0.12 Runoff Coefficient(C)= 0.54 Runoff Volume V= 0.54 x 7,500 x 9.3 / 12 V= 3,135 ft3 Required Storage Volume DV= Posldevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,135 - 2,154 DV= 981 ft° ReWnlpn MASTER WATER RETENTION BI2 17 Comp. By: SRW Date: 6/23/2017 Public Works Department City of Atlantic Beach Permit No: RES17-0076 Address: 950 Sailfish Drive Provided Stowe, Elevation Area Storage (ft) el (ft) 9.5 344 0 BOTTOM 43 X 8 10.0 450 199 TOB 45 X10 Elevation Area Storage Ift) (ft') (ft) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ftp) (ft') 0 BOTTOM 0 TOB Inground storage=A`d*pf A=Area= 450.0 d=depth to ESHWr= 6.5 pf=pore factor= 0.3 Inground Storage= 877.5 ft3 Required Treatment Volume= 981 ft' Supplied Treatment Volume= 1,076 ft Reten4on M TER WATER RETENTION 812311017 F R405-2014 OFFICE COPY RIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION rida Department of Business and Professional Regulation - Residential Performance Method ame: 1696 Builder Name: TCI, Inc. Street 950 Selfish Drive Permit Office: City,state,Zip: Jacksonvile,FL, Permit Number. Owner Jurisdiction: Design Location: FL,Jacksonville County:: Duval(Forms Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(2510.0 sgll.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 2510.001F b.WA R= ft 3. Number of units,If multiple family 1 c N/A R- ft2 4. Number of Bedrooms 4 d-WA R= ft 5. Is this a worst case? No 10.Ceiling Types (1696.0 sqR) Insulation Area a.Under Atic(VeMed) R=30.0 1696.0082 6. Conditioned floor area above grade(ft2) 1696 It.NIA R= ft Conditioned Igor area below gmde(ft2) 0 cWA R= 11 11.Ducts R 62 7. Windows(290.0 sgft.) Description Area a.Sup:Attic,Ret Attic,AH:Garage 6 115 a. U-Factor DN,U=0.38 226.00 fl2 SHGC: SHG =0.31 b. UFacgr Dbl,U=0.58 64.00 fie 12.Cooling systems kBk Mr Efidency SHGC: SHGC=0.38 a.Central Unit 34.8 SEER 15.00 a U-Fads: WA W SHGC: 13.Heating systems kBb`hr Efficiency d. 11-Factor WA R a. Electric Heat Pump %.8 HSPF:8.W SHGC: Area Weighted Average Overhang Depth: 5.555 & Area Weighted Average SHGC: 0.325 14.Hot water systems 8. Flow Types (1g96A sgft) Insulation Area a_Electric CaP:50 gallons a.Slab-0nSmatle Edge Insulation R�0.0 1696.00 ft' EF:0.960 b.WAR= fr b. Conservation features Norte c N/A R- ft' 15.Credits Pstat Glass/Flocr Area: 0.171 Total Proposed Modified Loads: 57.02 PASS Total Baseline Loads: 58.27 1 hereby certify that the plans and specifications covered by Review of the plans and OF-{HE ST- this calculation are in compliance with the Florida Energy specifications covered by this y = p Code. calculator, indicates compliance 'f-` 'nn with the Florida Energy Code. n p PREPARED BY: 1 Oit�.`.L Before construction is completed e� A DATE: -. - �'0 __. this building will be inspected for compliance with Section 553.908 u, + I hereby certify that this bolding,as designed,is in compliance Florida Statutes. ♦N 5,t� with the Florida Energy e. COD WE OWNERIAGENT: �"s� BUILDING OFFICIAL: DATE: � - DATE: • Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. •Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 6`7/201710:57 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of FOkM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX` = 98 The lower the EnergyPerformance Index, the more efficient the home. 950 Sailfish Drive, Jacksonville, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-hunly a.Frame-Wood.Exterior R=13.0 2510.008' b.WA R= R 3. Number of units,8 multiple family 1 c WA R= ft. 4. Number of Bedrooms 4 d.WA R= 8' 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 1696.00 8' 6. Conditioned Boor area(W) 1696 b.N/A R= ft' 7. Windows'' Description Area C.WA R= 8' a. U-Factor. DN,U=0.38 22&00 8' 11.Ducts R 8' SHGC: SHGC=0.31 a.Sup.Attic,Ret:Attic,AH:Garage 6 115 b. U-Fetor DN,U=0.58 64.008' SHGG SHGC--0.38 12.Cooling systems kBttdhr Elfidency c. LI-Factor. WA 8' a.Cen6al Unit 34.8 SEER:15.00 SHGC: d. U-Factor: WA 8' SHGC: 13.Heating systems kBtLdhr Eftidency Area Weighted Average overhang Depth: 5.555 fL a.Electric Heal Pump 34.8 HSPF:8.50 Area Weighted Average SHGC: 0.325 S. Floor Types Insulation Am 14.Hot water systems a.Electric Cap:50 gallons a.Slab-0G nrede Edge Ireulation R=0.0 1698.00 ft' EF:0.96 b.NIA R= fl c.NIA R= W to Conservation features None 15.Credits Paint I certify that this home has complied with the Florida Energy Efficiency Code for Building HES Construction through the above energy saving features which will be installed(or exceeded) �oF , gTFo in this home before final inspection. Otherwise,a new EPL Display Card will be completed ru°' "' `- based on installed Code compliant features. Builder Signature: // /�j�ii�l� Date: ` -_pl'� Address of New Home: %5'OFcIIS-a1i City/FL Zip: �ry y'c //'7 I0'-/I L -_ _ CDU wE'S0J op- aP�,, F-, 32233 '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 sae 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. 6/7/201710:57 AM EnegyGauged,USA-FlaRes2014 -Section R405A.1 Compliant Software Page 1 of 1 + WrlghtsofY Manual S Compliance Report Job: P P Jobe: 6.7-2017 Entire House By: OFFICE COPY Pian: 1688 Project Information For: TCI, Inc. Cooling Equipment Design Conditions Outdoor design DB: 92.6°F Sensible gain: 26375 Btuh Entering coil DB: 76.5F Outdoor design WB: 77.1`F Latent gain: 5039 Btuh Entering coil WB: 63.5F Indoor design DB: 75.0°F Total gain: 31414 Btuh Indoor FIR 50% Estimated airflow: 1050 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC536A0030+FX4DNB037 Actual airflow: 1050 cfm Sensible capacity: 26718 Btuh 101%of load Latent capacity: 5920 Btuh 11 F/o of load Total capacity: 32639 Btuh 104-/o of load SHR: 82% Heating Equipment Design Conditions Outdoor design DB: 32.0°F Heat loss: 30922 Btuh Entering coil DB: 68.8°F Indoor design DB: 70.0`F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC536A0030+FX4DNB037 Actual airflow: 1050 cfm Output capacity: 26732 Btuh 86n/of load Capacity balance: 30 °F Supplemental heat required: 4190 Btuh Economic balance: -99 °F Backup equipment type: Else strip Manufacturer. Model: Actual airflow: 1050 cfm Output capacity: 9.6 kW 106%of load Temp.rise: 26 °F Meets are all requirements of ACCA Manual S. .�rraa.a.a 2m]-J&1322V5:I5 +Wrl"Oft Rip M-Su.'e Univ $1201717.0.10RSUONt Papel .,Ian NrD ns\TC88950Sain0,DfiM189n,nP Cak.MJ8 Fronto Wcas:NW e Project Summary OFFICE COPY Dae: 6-]-201] wri htsoft J.t Entire House BY: Plan: 1696 Project Information For: TCI, Inc. Notes: 950 Sailfish Drive Desian Information Jacksonville Intl AP,FL,US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TO 38 °F Design TD 18 °F Daily range M Relative humidity 50 Moisture difference 51 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 25769 Btuh Structure 21979 Btuh Duds 5154 Btuh Ducts 4396 Btuh Central vent(0 dm) 0 Stub Central vent(0 ctm) 0 Stub Humidification 0 Btuh Blower 0 Stub Piping 0 Stub Equipment load 30922 Btuh Use manufacturers data y Ratelswing multiplier 1.00 Infiltration Equipment sensible load 26375 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2836 Stub Ducts 2203 Stub Heating Cooling Central vent(0 cfin) 0 Stub Area(fly 1696 1696 Equipment latent load 5039 Stub Wlume(fV) 15800 15800 Air changes/hour 0.38 0.20 Equipment total load 31414 Stub Equiv.AVF(cfm) 100 53 Req.total capacity at 0.70 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make Carder Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model 25HBC53BA0030 Cond 25HBC53BA0030 AHRI ref 3845945 Coil FX4DNB037 AHRI ref 3645945 Efficiency 8.5 HSPF Efficiency 12.0 EER, 15 SEER Heating input Sensible cooling 24360 Stub Heating output 34600 91uh@47-F Latent cooling 10440 Stub Temperature nse 30 °F Total cooling 34800 Stub Actual air flow 1050 ctm Actual air flow 1050 Dim Air flow factor 0.034 cfmBtuh Air flow factor 0.040 cfm/B1uh Static pressure 0.25 in H2O Static pressure 0.25 in H2O Space thermostat Load sensible heal ratio 0.84 Capacitybalance point 30"F Backup: Input=10 kW, Output=32924 Stuh, 10O AFUE eod/ttaHc wrws naw W.meow,&0,wn n Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W.- - tlecift. .M4 2017- 13]3n5n41p1 RIBMSuite'y V nlvenal 3017 1].0.10 RSU099]9 P .Icm Nr Deagna\TCI19WSfflse Dnve\l6%w9 Calc=MJS Fmnllm%h s:NW FORM 8405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 950 Sailfish Drive Permit Number. Jacksonville,FL MANDATORY REQUIREMENTS See individual code sections for full details. ❑ 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and cared before final approval of the building for occupancy.Florida law [Section 553.9085,Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresokl residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL tlisplay card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. O R402.4 Air leakage(Mandatory). The building thermal envelope shall be contacted to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O 8402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections 8402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar minerals shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the orders listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verity compliance. • R402A.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rete 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 w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of Me results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove door shall be closed but not sealed,beyond the intended weatherstripping or other infiltration control measures: 2.Dampers including exhaust,intake,makeup air,backdrah and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,ff installed an the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilates shall be dosed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be tamed off,and 6.Supply and return registers,0 installed at the time of the test,shall be fully open. O R402.4.2 Fireplaces.New woad-burning fireplaces shall have light-fitting flue dampers and outdoor combustion air. O R402A.3 Fenestration air IeakageWindows,skylights and sliding glass doors shall have an air infihraton rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doom no more than 0.5 cM1n par square foot(2.6 L/stm2),when tasted according m NFRC 400 or AAMA WDMA/CSA 101A.S.2/A440 by an accredited,independent laboratory and listed and labeled by Me manufacturer. Exception: Site-built windows,skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 chin(0.944 Us)when tested in accordance with ASTM E 283 an a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. O R403.1.1 Thermostat provision(Mandatory).At least one thermostat shall be provided for each separate heating and cooling system. O R403.1.3 Heat pump supplementary heal(Mandalay).Heat pumps having supplementary electrio-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 Styling(Mandatory)III ducts,air handlers,and filler boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown M meet dud tightness criteria by post-construction or rougttin testing below. Duct tightness shell be verified by testing M 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,no be"substantially leak free"by either of the following: 1. Posl-constmclion test:Total leakage shall be less than or equal to 4 dm(113 L/min)per 100 square feel(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 MSL 2. Rough-in test:Total leakage shall be less than or equal no 4 chm(113 Umin)per 100 square feet(9.29 m2)of conditioned Mor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including Me manufacturers air handler enclosure.All registers shall be taped or otherwise sealed during the test.If the air handler is not Installed at the time of the test,total leakage shall be less than or equal to 3 cfm (85 L/min)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section 8405 of this code. 6/7/2017 10:57 AM EnergyGauge®USA-FlaRes2014 -Section R405.4A Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ❑ R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts 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(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ❑ R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat baps installed on both the inlets and outlets.Ectental heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3%inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. ❑ R403A.4 Water heater efficiencies(Mandatory). O R4M3.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heading systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 14WF(38-C to 60•C). R403AAA.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied ro the main bumer(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 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.Commemaal Provisions,for the type of equipment installed. Equipment used te provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Saction R403.4.4.2.1. R403.4A.2.1 Solar water heating systems.Solar systems for domestic hot water production are rated by the annual solar energy factor W the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of We south. ❑ R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meats the requirements of the Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers Mat dose when the ventilation system is not operating. ❑ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment siring. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety fac inti,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturers product lines.The corresponding latent capacity of the equipment shall not be less Nan the calculated latent load. 6/1/201710:57 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Coaling equipment capacity.(continued) The published value for AHRI total capacity is a nominal, mting-test value and shall not be used for equipment sizing.Manufacture's expanded pedormacee data shall be used to select coolingonly,equipment.This selection shall be used to selad coolingonly equipment.This selection shall be based on the outdoor design dry bulb temperature for Me bad calculation(or entering water temperature for water-source equipment),the blower elm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the bad calculation and shall be adjusted for realm side gains if the return duds)is installed in an unconditioned space. Excepbons: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with goad design practice. O 8403.5.1.2 Heating equipment capacity • R403.6,1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according W Section 8403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling bad. • 8403.8.1.2.2 Electric resistance fumaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.5.1.2.3 Fossil fuel heating equipment, The capacity of fossil fuel heating equipment with natural draft atmospheric bunters shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.8.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intemii0erd 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 more d the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating M the major entertainment areas. 2. A variable capacity,system sized for optimum performance during base load periods is utilized. O 8403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and 0404 of the Commercial Provisions in lieu of Section R403. p R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 400F. 0 R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy mquirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSOAPSP-14. O R403.9.1 Pool and spa heaters. Al pool heaters shall be equipped with a readily accessible onoff switch that is mounted outside the heater to allow shuWng off Me heater without adjusting the thermostat setting. R403.9.1.1 Gas and ol"red pool and spa heaters. All gas.and oil-fired pool and space healers shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56. Pool healers 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 014.0 when tested in accordance with AHRI 1160,Table 2,Stallard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method Mat can automatically tum off and on healers and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. More public health standards require 24Jour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pod heating systems. 3. Where pumps am powered exclusively from on-sile renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 peroeht of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. 0 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 futures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize hgheRcary lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights 0 R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall Da insulated W a minimum of RE. O 8405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of Me exposed dock and beam"or concrete deck roofs do not have sufficent space.R-10 Is allowed. 6/7/201710:57 AM EnergyGaugeE,USA-FlaRes2014 -Section R405.4.1 Com Page 3 of 3 FORM R405-2014 PROJECT Title: 1696 Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 1696 Lot# Owner: Total Stories: 1 BlocWSubDivisbn: #of Units: 1 Worst Case: No PlatBook: Builder Name: TCI,Inc. Rotate Angle: 0 Street: 950 Sailfish Dnve permit Office: Cross Ventilation: No County: Duval Jurisdiction: Whole House Fan: No City,Stets,Zip: Jacksonville, Family Type: Single-family FL• New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Ird Design Temp Heating Design Daily Tamp Design Location TMY Site Zane 97.5% 2.5% 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 Blockt 1696 16960 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Healed 1 Main 1698 16960 Yes 5 4 1 yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 220 R 0 1696W _ 0 0 1 ROOF Roof Gable Roof Solar SA Emig Emit Deck Ptch J # Type Materials Area Arae Color Absw. Tested Tested Insul. (deg) 1 Hip Composition shingles 1787 W 0112 Medium 0.65 N 0.9 No 0 18.4 ATTIC V # Type VenOlabon Vent Ratio(1 in) Am RBS IRCC 1 Full attic Vented 300 1696 fP N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Free Truss Type 1 Under Attic(Vented) Mein 30 Blown 16968' 0.1 Wood 67/2017 10:57 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant SOBware Page 2 of 4 FORM R405-2014 WALLS Adjacent Spate CavNy Width Height Sheathing Framing Solar Below Well Type 1 NE Exterior Frame-Wood Main 13 59 0 10 0 590.0 ft- 0 0.25 0.4 0 2 BE Exterior Frame-Wood Main 13 51 0 10 0 510.0W 0 0.25 0.4 0 3 SW Exterior Frame-Wood Main 13 59 0 10 0 590.08' 0 0.25 0.4 0 -4 NW Exterior Frame-Wood Main 13 51 0 10 0 510.0 In 0 0.25 0.4 0 5 - Exterior Frame-Wood Main 13 31 0 10 0 310.0 ff0 0.25 0.01 0 DOORS # Dmt Door Type Space Slams U-Value Width Height Area Ft In Fl In _ 1 NW Insulated Main None .39 3 8 24 W 2 - Insulated Main Nacre .39 2 10 8 227 h' WINDOWS Orientation shown is the entered,Pro osed orientation. Wall Overhang v # Ornl ID Frame Panes NFRC U-Faclor SHGC Area Depth Separation Int Shade Screening _ 1 ne 1 Vinyl Low-E Double Yes 0.38 0.31 24.0 IF 186 in 2ft0 in Drapeslblinds None _ 2 ne 1 Vinyl Low-E Double Yes 0.36 0.31 24.0 ft? 6 ft 0 in 2 It 0 in Dmpes/blinds Nan. _ 3 as 2 Vinyl Low-E Double Yes 0.38 0.31 16.0W 9 I Din 2ft0 in DrapesAblinds None _ 4 as 2 Vinyl Low-E Double Yea 0.38 0.31 24.0 ft- 1It61n 2ft0 in DrapesNlinds None _ 5 se 2 VinN Low-E Double Yes 0.38 0.31 36.0 W 9 ft 0 in 2 It 0 in Drapestblinds None 6 BE 2 Metal Low-E Double Yes 0.58 0.38 64.0W 9ft0 in 280 in Drapestblinds Noon 7 sw 3 Vinyl Low-E Double Yes 0.38 0.31 6.0 R 1 ft 6 in 2 It 0 in Drapestblinds None 8 sw 3 Vinyl Low{Double Yea 0.38 0.31 24.0 ft- 1 It 6 in 2 ft 0 in Drapesblinds None 9 nw 4 Vinyl Low{Double Yes 0.38 0.31 36.0 IF I ft 6 in 2 ft 0 in Drapestblinds None 10 NW 4 Vinyl Low-E Double Yes 0.38 0.31 36.0W 7ft0 in 2 f Din Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 484 ft' 384 W 64 ft loft 1 INFILTRATION # Scope Methal SLA CFM 50 ELA EgtA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000445 1978.7 108.63 20429 .3425 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Duds 1 Electric Heat Pump SPIN HSPF:8.5 34.8 kBtuthr 1 sys#1 6R/2017 10 57 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Splll SEER. 15 34.8 kBWlhr dm 0.7 1 sys#1 HOT WATER SYSTEM # Syalem Type SubType Location EF Cap Use SetPnl Conser alion 1 Electric None Garage 0.96 50 gal 60.9 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 i —Supply— —Return— Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heal Cad 1 Attic 6 115X' Attic 358' Default Leakage Garage (Defauk) (Defauk) 1 1 TEMPERATURES Programeblun leD01Thermostatt::Y CJan Feb Mar Apreiling Fans:Cool rD01 rD0' �DOt [`X7I E11 [Oct �%]J rD01 Ve„hg ` ]Jan [ ]Feb [%]Mar Apr [ ]May ` 'Jun [ ]Jul [ ]Au8 l l� lnl Cd Ixl Nov [ )D Thermostat Schedule: HERS 2008 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) PM 80 80 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 fib 68 68 66 66 Heeling(WEH) AM M 68 68 68 68 68 68 66 68 fib 68 88 66 6/7/201710:57 AM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 wlightsok, Right-J® Worksheet Job: Dab: 6.7.2017 By: Plan: 1696 1 Room name Em.Ibuee Garage 2 E[posad wall 220.0 It 55.0 It 3 Room M1Bght 10.0 fl 10.0 fl unlooldit. 41 Roomd1mambn6 22.0 • 21.0 It 5 Room area 2042.0 1t• 462.0 It' Ty Cor a.rr 14velm Or HTM Arm ft° lmd Area ft• Wed y numbm IBtUM1tlt�`F I (BtuNnq I Or pa6mNer (a) I (BWM1) I or pamroaler (fl) I (BNM1) Haat Cod Gm® NNIS Hmt Cod G. NN5 Heat Cod 8 12C-0aw 0.091 n 2.12 IM 590 542 11 761 210 210 0 0 iD b O.fi50 n 24.70 MM 20 0 m 1093 0 0 0a ID b 0.650 n 1A.21 0.5.53 24 0 5M 10113 0 0 0 0 lll}yy� 1WC 0091 m 3A8 2.n 510 370 12]9 848 0 0 0 0 11 tOc2ob 0.650 m 24.70 2007 16 16 395 334 0 0 0 0 lam ob 0.660 to 24.]0 46A1 24 2 593 111 a 0 0 0 1D<20b am m 24.]0 20.07 38 36 889 751 0 0 0 D 1D�20M O.B50 m 24.]0 2007 64 m 1581 1338 0 0 0 0 1y 12CUaw 0091 w 2R 1.60 m 580 1522 1008 120 121 0 0 `BGG tDc2nb 0.850 w 24.70 64.% 6 1 148 268 0 0 0 0 0+to 1b 0.850 w 2A.]0 46.41 24 2 593 111 0 0 0 0 12"-0 0.091 nor 1.62 1.07 510 414 671 40 220220 0 0 �G 1O,o ob 0.850 . 24.70 45.53 38 0 m 1Gt9 0 0 0 0 L�(O 1Dc2ab 0.650 my 24.70 455J 36 0 69 61639 0 0 0 00 0 110.390 w 1411 79.82 24 24 358 283 0 0 0 0 q 1TC-0aw 0.081 - 3.46 1.39 310 TB] 1194 400 0 0 0 0 `D 1100 O.38D 14 3. 11.]0 23 23 338 2i] 0 0 0 0 C 10-30ad 0.032 o.94 133 2042 2042 1921 2715 462 402 0 0 F 32A4pi 0908 28.19 000 2M2 220 fi201 0 482 m 0 0 8 "AED euunbn 703 0 Env010pa lomgal1 21590 1]811 0 0 12 a) aMlbetlon 417a 1019 0 0 bl Roam ventlMon 0 0 0 0 13 1ndm01 paint: Omlpmlea 230 5 11 0 0 ApowoeWober 2000 0 Sudobl Poor 6 W 131 1 P Mj 21979 1 0 0 Less eMemel bad a0 0 0 Leta sender 0 0 0 0 RMiddWeon 0 0 0 0 14 SUMotel 25769 218]8 0 0 15 NO loads 20% 20% 5154 4398 ]in 0% 0 0 Air required(dm) I I I 309wI 0375, I 0I 01 Calculations approved by ACCA to meet all r uirements of Manual J 8th Ed. -PkWr19hbOft' Right uOt ®Uowi,rsa12017170.10 RSU09479 201Nun0]104�9tt36 C:1 mqy 5M1ae9Cuslan Air Designs)TCaaau.mp Cak=WS Front Doorfetm:NW +}+ wrightsoft Right-J® Worksheet Job: Date: 67-2017 By: plan: 1086 1 Room name BM2 Oxners 2 Exposedµall 10.0 fl 20.0 ft 3 R m hel9111 10.0 fl freeVw01 10.0 ft 6ea9c0al d Rwm dl.nakne 1.0 x 121.0 ft 16.0 x 12.0 ft 5 Room area 121.0 W 192.0 fl• Ty Conabudlon l}VNW Or I HIM I Arm OY) I Load I Area (fe) (md numfrer IBmNfwF IBmNII� w pMmMx (nl IBNN or pedaWer Ift) (BWB) cOd Gmss W95 Heel COoI Gmv N?/S Heal Cod 6 `y 12C-0aw 0.091 iro 2.1T 1.10 ta0 TB 2W1]6 1T0 120 415 2]5 L�-�G iDc2oU 0.650 ne 26.70 0.5.53 N 0 593 1093 0 00 0 0 0 0 iDa2aU 0050. rn 24.70 0.5.53 0 0 B 0 0 µ' 12OMw 0.09+ se 3.46 219 0 0 0 0 160 124 429 206 11 I--G ro+2oG 0.650 sv 24.70 0 0 0 o a a a a III-----.OGG 11}c2oe 0.650 m 24.70 "Alae.ai o a a 0 a a 0 a 1P02o0 0.650 m 24]0 20.07 0 0 0 0 36 38 609 751 1DL2o5d 0.650 m 26.70 20.6] 0 0 a 0 0 0 0 0 q' tx-0w owl aw 2.72 1.00 0 a o 0 0 0 0 0 I`-GG 11Mab B.fiso wv T4.M u.36 0 0 0 0 0 0 o B tOr2a0 0.650 aw M.70 48A1 0a 0 0 0 a 0 0 1DC 06 0.091 n 4.62 +.07 0 0 0 0 0 2+104 0 0 0 1 0.050 n Im 45.53 0 a o 0 0 0 0 0 1Dc2o0 O.M n 24.]0 45.53 0 0 0 0 0 0 0 0 11W 0.390 n 14.02 11]0 0 0 a a 0 0 0 0 q 12C-0m 0.091 3.48 1.39 130 130 450 101 0 0 0 0 I-O n00 0.390 i4.fiz i1.T0 0 0 o a o 0 0 0 c 1Bµ d 0 .on 0.96 1.33 121 12+ 147 2M 192 192 233 330 F UA41 11.989 28.19 0.00 121 10 3M a 192 20 1052 0 ej 41 -189 Enrebpe min 18x0 1887 3018 14R 1T e) ItMOteBon 253 02 M9 173 el ROOmven oon o 0 0 0 13 ln+emal9aft: Oavpams® 230 1 230 3 480 AMIWrmVot6er 0 0 SUN l(Ilnes a to 13) 2001 1969 3728 2185 lase extamalloed 0 0 0 0 Lege lrenshr 0 0 0 0 RedmtInMsbn 202 146 83 67 10 Sudoiel 2M3 21M 3031 2121 15 Dun loads 2096 2094 45] 42] 30% 20% ]86 4M Total mem loadI I 27931 2 7 Air Mf I I I 1561 wI rep "red(dm) CalculationS approved by ACCA to t all mauimments of Manual J 8th Ed � wrlghbOft 20174u"710.49:36 AftRg MSuim®Gniversal 201]17.0.10 ,ft. Gaoe3 C:�er9y 3haeftCuatom Nr Desi9u+TC1lBeae.mp Galt=MIB Fmni Doors:NW i ll• wrightsoft Right-SR) Worksheet Job: Date: 6-7-2017 Dy: Plan: 1696 1 Room name OJack GJill 2 ErmsQ!x411 5.0 ft 8.0 fl 3 m Mi Rooght 10.0 ft leaned" 10.0 11 beeycoal d Room dimensions 5.0 x 7. 1 6.0 x 5.D fl 5 Rmm are. W.0 It, 3DA fP Ty Coneme,in 1LLwlue Or I HTM 1 Area (ft•1 Lcatl) Area OP) Lace) member BIu1Jft'••F (Bt nWft• or PnMer Ifl) (BWb r Mrm lar (ft) (9blh He6t Cool Gress NNIS Hart Co" Gm® WIS Win Co" l-� 6 RG-0ew 0.091 as 212 1A0 0 0 0 0 0 0 0 0 I-G 1Dc2ob 0.050 ne 24.]0 0.553 0 0 0 0 0 0 0 0 -GG 1Dc2ab O.WMail na 2L]11 0.553 0 0 0 6 0 0 0 9 YYYyyy 12C-0sw 0.091 u 3.4fi 2.29 50 42 105 96 80 52 180 119 11 1Dc 0.650 m 21.70 20.07 8 0 199 t67 0 0 193 167 ID Zab 0650 x 21.]0 16.11 0 0 0 0 0 Il 0 0 ID0..65650 se 2470 20.07 0 0 0 0 0 0 0 0 0 0 1Di2aM 00 se 21.N M87 0 0 0 0 0 0 ly 12GOsw 0.091 sw 2]2 I N 0 0 0 0 0 0 0 0 4--G 10�2ab 0.650 .w 21.70 N.30 0 0 0 0 0 0 a 0 �G 1Dc2ab 0.650 aw 2.3.70 16.41 0 0 0 9 0 9 0 0 12C-0aw 0.091 ne 1.62 1.07 0L-G 0 0 0 0 9 0 0 lD< amrtx 24.70 15.53 o o 9 a 0 9 a D I i 0.850 my 24.70 4s 53 0 0 0 0 0 0 9 0 11M 0.390 my 14.92 11.76 0 o o 9 o a 9 0 q 12C 0.091 - 3A8 1.38 0 0 0 0 0 0 0 0 I-D 11130 0390 1132 11.]8 0 0 0 0 0 0 0 9.Y 0 c 16Ua0 0.032 0.04 133 35 35 43 BD 30 30 36 52 F ma4pl 0.909 - 20.19 DAO 35 5 160 0 30 6 225 0 6 aI AED axaareun -2e -u Erandom loeeigain 573 29] 1 1 839 310 12al InPltrallm 12] 31 152 3] b1 R.-.tila5an 0 0 0 0 13 Intimal Deira. D pants @ 2300 0 0 0 gpplanceslotnar 0 0 Sullolal(linar 6 to 13) 700 328 791 917 Less edam"bed a a=� ' Lw tramer o 9RMbMeWbn 0 0t4 Submi 700 3281Du"landa 20% 2094140 Be I pl 16 No 171 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w�l¢aba2ft 36 Ri9MSuite Univers"20171].0.10 RSU09479 201]Jun0710:Po49�e3 GtEreryy SimeliCurrom Air DiagNATC10are mp C =Wit FmMDoor Nces:NW R' ht-A Worksheet Jeb: D�+ Date: 6.7-2017 B pren: tees Room reme OWIC Brill 2 Emosw wall 0 fl 0 fl 3 Row,bd9N lob ft M1mVmd 10.0 fl bxVcod 1 Room tlimensions 5.0 a ].0 ft 6.0 a 9.0 fl 5 EE 35A ft' 54.0 N' TY Conwrudbn 4velue or I IRM Arm (ml I Laid I Are If t') Lwtl number �(Bt =-I oaft') or peMieler oft) (BWM1) or pe.. 00 (BWM1) f Hret Cod G. NP]S Heel God Grow WS Hew cod 171 e ty ,2 ob 3.090 ne 2.12 1.00 0 0 0 0 0 0 0 0 ,D]d, cm m 24.m 45.53 0 0 0 0 0 0 0 0 ,2" 0.050 . 24.]0 45.53 a 0 0 0 0 0 0 0 �y 12C-0sw 0.650 ae 3.40 2.20 0 a o 0 00 oa 00 00 00 11 1---G ,D3ob 3623 m 24.70 0 a 11�-GGG 1Pc2d, o9W x 2446AI.]0 40.41 a 6 a a a a a o Dr2aD , 0950 tt 24.70 20.97 0 D D 0 0 0 0 0 1 L 3&50 se 22.]6 20.97 0 0 0 0 6 0 o a IDC 0.051 aw 2.]2 1.36 0 0 0 0 0 0 0 0 10�20b SAW aw 24.)0 44.38 0 0 0 0 0 0 0 0 1pr,23D 0.850 ew 24]0 45.tl a 0 0 0 0 0 0 0 Y�' 12G 6.650 n 1.92 LW a a a 6 B a B a �G 10c 06 3356 my 24.]6 4223 a 9 a o o a o 6 L�(D' 1D<2oD )SM my 24.70 45.53 a o a a a o a o nO6 6.396 my 14.32 11.]9 a o a a a 6 D B q 12C-0aw 0.091 3m 1.35 0 0 0 0 0 0 0 a I-0 1700 0.390 1492 11.78 0 0 0 0 0 0 0 0 c 1813303E 0.032 0.94 I'M 35 35 43 SO 54 54 fib m F 22" 0.895 - 23.19 3.00 35 0 0 0 54 0 0 0 e c)AED u¢urabn i "] Envebpe bswealn 43 58 fib 88 12 e) In9n2Am J403 0 0 a o D) Room venl3etlon 0 0 13 IMerrel�iq: Dauperib@ 236 0 D 0 a ApplianreNwDx 0 0 8.1,40 ((linea e b 13) 58 9e SB Lem exNm3l WW TgO.O." , 0 0 Less t.rdw 0 0 Retllslbbueon 93 e] 14 Sub 159 153 15 Dud loafs 20% 20% 20% 20% 32 31 Ila .) I I I sl 381 I I sel 7 Calculations aDDmved by ACA to meet all m Tements of Manual J 8th Ed L W3'�IT�R RgDlSui(e®Univarsa126P 9.0.10 R9U654ie 201]JunO]IDA9ea0 ACGL C,Enemy Sb Custom Air Desgm\lcMse.mp Cek=MJ8 Fmnl Doorfamoi fliF wryphtaott° Right-M Worksheet Job:Daft: ea°zon eY: 44pR: rase 1 Room nnw W3 Mud, 2 Expo4ee well 10.0 fl 0 n 3 Room r= 10.0 fl neeUwd 10.0 n M1nVwd 0 Room d,irriti 10.0 x ta.0 n 1.0 x 107.0 R 5 ROOmerw 130.0 ft. 007.0 fY TY Carcprudion 4velue Or HIM I Area (flit I LCbe I A. Yt-) I LOetl num (eluNiti°F (B9uNf10 w Will er (fll (fffiM1) ar p.it (ft) (BIUM1t Hem Cool Glens WP5 Heel Caul G. NN5 Heel Cod 6 ly 120-0 Os91 n212 1.40 0 0 0 0 0 0 0 0 �G tDc 0-050i 24.70 0.553 0 0 0 0 0 0 0 0 `G ID3aM1 08511 ne 24.M 4553 0 0 0 0 0 0 0 0 44yy 12GOsw 0.091 tt 3.48 2.29 0 0 0 0 0 0 0 0 11 F--G 1oc2oh OssO sa 24.70 20.07 a o 0 0 o a o a Dr b as50 se 24.]0 48.41 o a 00 00 00 00 00 IDc , 0.650 se 24.]0 20.87 0 a 0 0 tac20be ossa se 24.]0 20.57 0 0 0 0 0 0 0 0 W =2 -0 0.091 ew 2.72 im o 0 0 0 0 0 0 a -G 10.cmb firm aw N." 44.38 0 0 a 0 0 0 0 0 LL-OG 1G O.B50 ew X.m 45.410 0 0 0 0 0 0 0 12CAaw 0690 ni. 1,52 1.07 1W 0 221 147 0 0 0 0 1pc2ep OM1 24.62 45.53 o a o a o 0 o a t0a2ab 0.650 - 24]0 45.53 w 0 BBB 1639 a a 0 0 iw 0390 007 14.82 11]5 0 a 0 0 0 0 0 0 R 12CMw 0.ml - 3A8 1.38 90 W 311 125 0 87 230 94 110p 0.3BD t4s2 11.]5 0 0 0 0 23 m 335 287 C 161340ee 0032 - O.W 1.33 130 130 158 223 107 107 030 Im F 22Aipl 0.989 - 2&19 01 130 10 3M 0 107 0 0 0 8 of AEOaxwrei0n 555 d0 Envelope logig in 1958 3019 I I 899 1 504 12 al IWftran MI 62 0 0 b) Roomren51a8on 0 0 0 0 13 Imemd iii Oauponba 230 1 230 a 0 Appllent�albar 0 0 Subblal pins 61 a 13) 2209 nil 599 5W Leas utemellwe 0 0 2 0 4ss trai 0 0 0 0 RetliaMCWbn 140 tot A99 3W 14 Cirri 2349 3412 0 0 15 Duct bens =. 20% OTO 502 lox lox 0 0 N18 b Air"ii ldml I I I 96 el I I 2I OI }� Ic laeons aooroved by ACCA to meet all reouimments of Manual J 8th Ed �. •r WItQf9bOK' P Rig MSu 6�U na1 iv xs201717RAO RSU0W]9 201]JVM7104a$N e C.Uin ySlh eti 3bm Air DmgmITCIfBese.mp Cek=MIB FmNG¢rfri NW Right-.I® Worksheet Dae: 6-7-2017 Bran: 1886 1 Rown name Foyer Hal,3 2 ExpOa "1 5.0 fl 6.0 R 3 Room Might 10.0 R bagcad 10.0 fl baVcad aRoom Oinbndona 5.0 x 13.0 0 9.0 a 6.0 fl 5 Room area 65.0 ft- 51.0 ft Ty Corm,UN N` lYvalpe (Bt or I "'"' I Xa (ft') Lp84M) I pad M(ft-) I M) I numlar (W.Wlf -F Wftq MN (1) ( r pannBpl (9) (B Had Cod G. d is Hat Cad G. LAPIS HW I Cad 6 11l +2f.Uaw 0.081 a 2.12 1 0 0 0 0 0 0 0 0 nt w 0.850 a N.]0 0.5.53 0 0 0 0 0 0 0 00 Ip ob 0" ne M.M 45.53 0 0 0 0 0 0 0 11477yII 12C4. 0.01 a 346 2.29 0 0 0 0 0 0 0 0 11 tpv2pb 4.650 a 24.]0 20.0] 0 0 0 0 0 0 0 0 1D1'2a0 x650 a 2470 48.41 0 0 0 0 0 0 0 0 11Mcb 0.650 ¢e 24.70 211.6] 0 0 0 0 0 0 0 0 1p zde o.850 a 24.]0 20.81 0 0 0 0 0 0 0 ly 12COsw 0.091 ew 2.72 1.60 0 0 0 0 So m +6]0 10 T=: tOc2ab o.650 . 24.10 04.36 0 0 0 o e 1 1" z68 +O`3aO ONO . 24 18 ]0 .41 0 0 0 0 0 0 0 0 13GMx 0.09+ . 1.62 1.07 W 26 80 So 0 0 0 0 1D W, 0.650 my 24.70 4653 a 0 0 0 0 0 0 0 1Dc2pb 0.850 my 24]0 48.58 0 0 0 0 0 0 0 0 Into o.38a my 14.82 11]8 N 24 358 203 a 0 0 0 a 12". 0.091 - 3A8 +38 0 0 0 0 0 0 0 0 `0 ++00 0.390 14.82 ++.76 0 0 0 0 0 0 0 Il C 18B:Wa] 0.032 0.94 f.33 65 fi5 79 112 54 54 66 83 F m4y1 0.969 - 28.19 0.00 65 5 188 0 54 6 225 0 8 cI AED exwreion J4 117 Envabpe loWOeln 713 410 628 600 12 a) Infil0a0m 127 31 152 d37b) Roomvadidu n 0 0 0 19 Inmmel pauadne: nb f0 230 0 Suddel 01na 6 W 13) 839 H9 M Lsu erte.Ilatl0 0 0 0 rasa lrenaler 0 0 0 0 Redlalbullon 0 a 0 0 is sudoral 639 449 Tie .07 15 Dudloa0s 20% 20% 188 90 20% 20% 156 127 I I A d9dre, dml I I '1 SSII I I �I .I .. ,3I�F Calculations approved by ACCA to meet all recti cements of Manual J 8th Ed 4j . 4 W"ghboft- RghtSuite9 U niversal 201]9.0.+0 RSUON79 WIT] un47IoQN C\Eneryy SM1 CU,omNr Dealgna\TCMtau.rvp CaIr-WB Fm1t Doorton; NW i wrightsofY Right-JO Worksheet Job: Dab: 8-7-2017 s : Plan: 1886 1 Rown rams 6004 mlaben 2 ExPuerwall 31.0 fl MD 1 3 Room heght 10.0 It heaVwal 10.0 fl hwi 4 room dimandone 1.0 x 170.0 R 1.0 x INA fl 5 Raom area IMM It. 188.0 fe TY ConaYUNon D-ve9ro D, HIM I Ams (it•) Load Am ON) Lwtl 1 number (BtuNfY--°F (BtuNIN) a pMmeler (fl) INA r , nerler (R) (Bwh) Hart Caul Groes, ei Hort Lod Gras HIW6 Heat Coal 6 1X4ea 0.091 as 2.12 1A0 M 70 242 161 0 0 0 0 �a 1ac2ae 0.6W as M.70 45b3 0 0 0 0 0 0 0 0 `O 10.c2aG O.6W re, U70 4:13 0 0 0 0 0 0 0 0 11yy 1X-0014 0.091 m 3.76 2.29 0 0 0 0 0 0 0 0 I1 I-G ll Qw 0.850 se 24.70 2097 0 0 0 0 0 0 0 0 ----GGG 1Dc2W 0.850 ss, 2410 46.81 0 0 0 0 0 0 a 0 iD� ab 0.650 as 24.70 M47 0 0 0 0 0 0 0 0 1D�2ob0 0.650 ae x4.70 x097 0 0 O 0 0 0 0 0 I2 w Ili m 2.72 1.80 1 0 100 316 228 150 150 5 0 387 II�wii O.BW aw 24.70 44.38 0 0 0 0 0 0 0 0 10020E 0.650 sw 2410 46.0 0 0 0 0 0 0 0 0 Vf 120-0sw 0.031 162 1.07 140 1M 3G 239 0 0 0 0 �C 1ac2ob assn n 2s 70 4s.s3 36 0 en 1509 0 0 0 a LI-(a iDc2oE D6W my 24.70 4ss3 0 D o o D o D 0 1100 03M rw 14.82 11.78 0 0 0 0 0 0 0 0 q 12GOsw Own 3.48 1.39 0 0 0 0 0 0 O 0 `0 1100 0.380 14.82 11.78 0 0 0 O 0 0 0 0 L 15B300 d 0032 0.94 1.33 170 170 M7 292 180 160 229 323 F 22.8-1,1 0.909 28.19 O.W 170 31 liffi 0 166 18 W1 0 61 c)AEDexwralOn 654 -207 ErwHope be&9s,in 3018 3214 1350 sm 12 e) InfilEa6on 785F2W 1 4M M b) Ro0mvenilall 00 0 0 w 13 Internal ii arpantab, 230 1 0 0 Ayp0arradefter 0 2000 Sethi(11.e M 13) 3983m 17M 2582 Leas aMemallmd 0 a 0 ]00 i transfera aoa o010 Sudoral39M 3635 1786 15 DudMaEe 2016 2196 799 727 2096 20% 356 1 1 AxrWuneO(cim) 1 I 0.1 41387241 2173 350381 J•. Calculations aaaroy d by ACCA to meet all reauimments of Manual J Bm Ed. .r wFtQhbolC- RigNSWtelD Universal 2017 17.0.10 Rsu0W79 M17J1nr)716,0387 C\Enm9y3Mel\Cudam Nr Desgns\TCMa .mp CaIc=MJ6 FmntOmrhxs'HW t�F wrightsDft• Right-M Worksheet Job: Date: &7.2077 By: Plan: 7888 1 Room name DINN G»et Room 2 Exposedwall MO ft 130 4 3 Room height 10.0 ft Ketl000l 10.0 ft baallcool 4 Room dimenslmx e 11D x 15.0 ft 13.0 10.0 fl 5 Room area 165.0 fP 234.0 ft. Cm5bm. � I HTM INee (f N) I IAe (fe) TY IF orrsVel (N mer (mohinI laa0 I6oA) H. Cad G. NPIS HM Cool G. NPIS Head God r1 6 ly 1zCOn O2.12 1A0 90 66 151 0 0 0 0 czo IL--GG 1pD NO da 24.71 45.53 fl 0 22a 0 0 0 0 0 0 ONO as 1Dc2W 0.650 sa 24.40 4553 24 0 593 11183 0 0 0 0 44yy 1K41aw 0.091 » 3.48 239 110 in 297 194 130 Its 220 151 11 -G 1Dr.2ab 0650 » 24]0 20.64 0 0 0 0 0 0 0 0 III_.--C_CG 100 dt, 0.850 » 24.]0 20.81 24 2 593 111 0 0 0 0 tO ota 0.650 » 24.]0 20.04 0 0 0 0 0 0 0 0 5.D]otad 0.050 » 22.40 20.64 0 0 0 0 ea 0 1s90 7338 �y 12C4hw 0.091 >w 2.72 1.% 1% 116 436 2 0 0 O 0 0 �-G 1o�2ab OWN sw 24.70 u.30 0 O 0 0 0 0 0 0 `G 2C-Oe 0.050 aw 24.ro 46.07 2d 2 5113 171 a a O o 12C-0aw 0.091 n 7.62 1D7 0 0 0 0 0 0 0 0 1020 1, 9.6W ev 24.40 45.53 0 00 0 0 0 0 0 5.00x8.0 0.&% n 14]0 45.53 0 a 0 0 00 0 0 11Op 0.3% n 74.82 17.76 0 0 0 0 0 0 0 0 q 72C-0sx 0.091 3" 1.39 0 0 0 o a O O e l--0 11DO 0.390 14.62 }t.]8 0 0 0 0 O a O o c 1654fOed DOM odea 7.33 185 1% 201 264 234 234 205 402 F 22A4p1 0.9611 26.18 0.00 IN 35 1315 0 234 13 469 0 61 c)AED exaumloo J31 -140 Envebpe llwaea ho 42% 3911 2552 1]43 13 al InfiMelian 868 218329 % b) Room ventlletlw 0 0 0 0 13 Inlemd gains: owpads® 230 0 0 0 0 Applleri»ablM1er 0 0 Subblel(lines 6 m 13) 5142 4127 2911 1814 Le»eaemM lead 0 0 0 D as Intruder 0 0 0 0 Redlslnbuton 0 0 62 45 14 3umatal 5142 4127 2973 18% 15 Dud loads 20% 20% 1028 825 20% 20% %5 344 TOMl room loetl I I I 02In 101 4115'1 Now 22%I req red(ofin7 Calculations appmved by ACCA to meet all mu mmnts of Manual J 8th Ed AjaV Wrlyht9-fai 2a1]Jun-0]1049:36 Rim ATChUe Univ f:sal=Wi 1].0.10 RSU09Q9 f 0200 � cOE»RY SM1eeY.CuaNm Nr DeeigmlTCNBe».rup CeIc=MI6 Faint Wer feUe:NW 1st Floor Dining Oill O Jack 32 2�Odm Owners 0 Genal Roam Balb 2 2"2 78 Wn 0WIC 7. 6• 8 Clm 12 KIICean 8 61d 61 m B tl3 e 10. Odm �� may.. laz e 4• 12. 163 dm 183 �34 dm 4' 8' Bed3 Fe,r 12 1 2d4-1113 44 dm Bed 4 Garage Job M Scale: 1 : 85 Performed for: Page 1 TCI,Ine Ri9015uite®UnIwml 2017 17.0.10 RSU0N79 MljrJu00710'50:09 ...\Custom Nr DesignMTCIB Se.rup ii+ wrightsoft Duct System Summary ore: 6-7-2617 By Plan: 1696 Project Information For: TCI, Inc. Heating Cooling External static pressure in H2O in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.17510.075 in H2O 0.17510.075 in H2O Lowest friction rate in/100ft in/100ft Actual air Flow 1050 cfm 1050 cirn Total effective length(TEL) 253 ft Supply Branch Detail Table Design Htg CIg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mail Ln(ft) Ln(ft) Trunk 1Mth2 c 184 6 7 0.100 4.0 Oxo VIFx 18.8 115.0 st2 Beth h 934 32 30 0.100 4.0 Oxo VIFx 35.1 135.0 st3 Bede c 2561 93 102 0.100 6.0 Oxo VIFx 18.3 115.0 sit Did c 4094 96 163 0.100 6.0 0x0 VIFx 16.0 115.0 s12 set c 4362 163 174 0.100 6.0 0x0 VIFx 40.4 135.0 st3 oleins It 6170 210 197 0.100 x VIFx 42.6 135.0 st3 Foyer h 1007 34 21 0.100 4.0 0x0 VIFx 20.6 115.0 st2 Greg,Room In 1784 61 45 0.100 x VIFx 16.6 115.0 st2 Gree,R." h 1784 61 45 0.100 x VIFx 22.2 115.0 st2 wmhen c 3098 73 123 0.100 6.0 Oxo VIFx 33.4 135.0 st3 o Jack h 840 29 16 0.100 4.0 0x0 VIFx 18.9 115.0 sit o Jill h 950 32 17 0.100 4.0 Oxo VIFx 23.9 115.0 sit owc c 161 6 6 0.100 4.0 Oxo VIFx 16.1 115.0 sit owners In 2293 78 52 0.100 x VIFx 21.2 115.0 sit ownemn h 2293 78 52 0.100 x VIFx 13.9 115.0 st1 SupplyDetail Table Trunk Htg Clg Design Veloc Diann H x W Duct Name Type (cirri) (cfm) FR (fpm) (in) (in) Matenal Trunk sit Peak AVF 316 244 0.100 579 10.0 0 x 0 VinIFIx st2 Peak AVF 734 806 0.100 754 x ViriIFIx st3 Peak AVF 477 525 0.100 668 12.0 0 x 0 VinlFlx st2 2O1]-Jun0719:49W (�ti• + wrightSOf * R19nsu„esun, e.se12Ov,7.0.,ORs6O9.79 PeOa, /4351 C 1Eneryy ShreACuMm Nr Desgns\TCI16ese.mp Cak=Wrl Fmnt l a rfacm:NW Return Branch Detail Table Grille Htg Clg TEL Design V.I. Diam H x W StudlJoist Duct N ameSize(in) (cfm) (Cfm) (fl) FR (fpm) (in) (in) Opening(in) Mab Trunk 0.0 1050 1050 75.8 0.080 752 16.0 Ox 0 VIFx -W DetailReturn Trunk Tru Mg CIg Design Veloc Diam H x W Duct Type (Cfm) (Cfm) FR (fpm) (in) (in) Material Trunk Peak AVF 1050 1050 0.080 752 16.0 0 x 0 VinlFlx 2017Jun471q.Q:97 �y 'r Wri`J,µ"M- OW Rilhtsu. W unII e..l W 1717.0.10 RSVOW 9 Pp 2 MM C:1Ene ySha CMM Nr Deserts\TCOassa.mp DIc=Me FmM Dom lace s:NW FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 1695 Builder Name: TCI, Inc. Street: 950 Sailfish Drive Permit Office: City,State,Zip: Jacksonville, FL, Permit Number: Owner: Jurisdiction: Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-perrneable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. 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/doorjambs and framing and skylights and framing shall be sealed. Rim 'Dista Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfioor 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 crewlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class 1 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 spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air fight, IC rated,and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to ft around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Showeritub 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. Electrical/phone 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 Basketed doors 6,7/201710:57 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 2 r ■ % - a l _ § # ■ ! § ! . ° * ƒ ! > ! ;t o m � � ] § § ƒ � > ■ ! $ � T = n � ( ® 9 $ B � .� - 3 v o a o. s .o w a• �' a 3 3. w w a c p C on ^ o s ^ n v -n c Zl n P a ^ 0 r 3 3 0 0 M C t1 A V d p V3 r ae P wtQ ! irEE5Fg t { [, / « \ [ ) { $ E2 ! } \ � / \ � ( / ( % § „ 2 § { , � } ¢ 2 � \ ( / / t ( ( ! I ! ® § � �� 7 \ \ $ ({ ) a $ . > � / J f / \ ( d ] £ ;> , f � ! » / 4 � , , } , E ; , | % � � / } � ( ( � � ! 7 � � . ¢ $ } f\ 2 ƒ � � � � \ } / � � \ � � f i $f . i � y / ; ! . . 5 ( E \ ° { & � } ! �f � w f / }/ ) � ` ' 3 E 2 § S � � � A � > . ( }{ � / | f � � ƒ ! E ( _ i / � / } I \ ¢ \{ [ i } I , � S 23' 37' 33" W 75.00' 0 12.00 52.33 N 10.67 • " PORCH �� 00 m O O I ;� O 0 SINGLE CFAMILY �^ RESIDENCE = 3 s i LJ ^ I ® I N r N ('4 N N I N � z V) 7DRIVEWfAYn N N EXIST. WATER METER EXIST. N 23' 37' 33" E 75.00' CURB EXIST. INLET CURB 950 SAILFISH DRIVE LOT COVERAGE BUILDING AREA (IMPERVIOUS) HOUSE:................ 2704 SQ. FT. *HOUSE = 3,196 SQ FT INCLUDES ENCLOSED SPACES = 43% AND OPEN PORCHES LOT = 7,500 SQ FT DRIVEWAY/SIDEWALK:.............. 492 SQ. FT. TOTAL IMPERVIOUS:.............. 3,196 SQ. FT. *INCLUDES HOUSE, PORCHES, EXTERIOR STEPS, LOT AREA................................ 7,500 SQ. FT. CONCRETE SLABS, DRIVEWAY AND SIDEWALK. HIGHEST PEAK OF ROOF......... 23'3" LOT 13, BLOCK 4, PLAT BOOK 30, PAGES 60-60A OF THE CURRENT RECORDS OF DUVAL COUNTY, FL DATE: 06/05/17 SCALE: 1" = 20'-0" 950 SAILFISH DRIVE REVISED: DRAWN BY: E-17-008.2 ROYAL PALMS UNIT ONE REVISED: MID/Y LOT GRADING TYPE: X gym"' SPHC e� N A r OFFICE COPY S 23' 37' '33" W 75.00' 12.00 52.33 10.67 _x— —x — — x — — x 1 • PORCH XO 0 g ox 1 —STORY " x � ' SINGLE FAMILY � x N RESIDENCE Ld v X lN N N f I PORCH I X fD CO X25' BRL k Z IUMpS� SIDEWALK d 1 DRIVEWAY r'�n Po("�o Ili vi N OKS C-4-i6 r) sr. K WATER @r 1k' METER EXIST* N 23' 37 33" E 75.00' INLET EXIST. X-X- 'sIf 2 R 950 SAILFISH DRIVE LOT COVERAGE BUILDING AREA (IMPERVIOUS) HOUSE:................ 2704 SQ. FT. *HOUSE = 3,196 SQ FT INCLUDES ENCLOSED SPACES = 43% AND OPEN PORCHES LOT = 7,500 SQ FT DRIVEWAY/SIDEWALK:.............. 492 SQ. FT. TOTAL IMPERVIOUS:.............. 3,196 SQ. FT. *INCLUDES HOUSE, PORCHES, EXTERIOR STEPS, LOT AREA................................ 7,500 SQ. FT. CONCRETE SLABS, DRIVEWAY AND SIDEWALK. HIGHEST PEAK OF ROOF......... 23'3" LOT 13, BLOCK 4, PLAT BOOK 30, PAGES 60-60A OF THE CURRENT RECORDS OF DUVAL COUNTY, FL DATE: 06/05/17 SCALE: 1" = 20'-0" 950 SAILFISH DRIVE REVISED: DRAWN BY: E-17-008.2 ROYAL PALMS UNIT ONE REVISED: M D LOT GRADING TYPE: X ®m BPSC NIA , TrinftvC n GT nand lnvestment OFFICE COPY She IMOILFISHTHi 950 SAILFISH DRIVE(FL-Duval) Structural Engineer of Record - Derek B.Murry PE 45.71457 TrueHouse 4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224 WIND LOADING(Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd as 1.00) MWFRS TOLL 20 P9f TOLL 40 psf 13OMPH(3 second gust)\ASCE 7-10 TCDL 7 p9f TCDL 10 Psf Enclosed Structure(OAS) BCLL 0 psf+ NCLL 10 psf BCLL 0 P9f Exposure B BCDL 5 Psf BCDL 5 psf Occupancy Category II(Res) FBC 2014 RES\TPI 2007 This Package inlcudes 30 truss designs with Individual date of design NO JOBID TRS ID DATE NO JOB IDTRS ID DATE NO IDB ID TRS ID DATE 1 69873 HJ07 6/SY101] 29 698]3 2124 W12/201] 2 69873 JOS WIWM17 130 1 69873 1125 1 w1y2017 3 69873 J03 6/12/201] 4 69873 J05 W1212017 5 69873 J07 W12(201] 6 69873 PB01 W12/2017 1 69873 PB02 W12/2017 8 69873 TOS W12/2017 9 69873 T02 6/12/2G17 10 69873 T03 6/12/h117 31 69873 T04 W12/2017 12 69873 T05 W12/201] 13 69873 T06 WIy2017 14 69873 T07 W12/2017 15 69873 T08 W12/2017 16 69873 T11 %12 017 17 69873 T12 le 2 2017 18 69873 T13 WIZM17 19 69873 T14 W12/2017 20 69873 T15 W12/201] 21 69873 T16 6/12/2Gn 22 69873 T17 W12/2U11 23 69873 T18 6/12/2017 24 69873 T19 WIW2017 25 69873 T20 6/12/2517 26 69873 T21 6/12/2017 27 69873 T22 6/12/2017 ,,,,�\1t111l I1111 28 69873 T23 W12/2017 j ,ii Tasamifts W.7547-name wneE Coon. ow 402 Jec o.a Flaritla Cwpaallon. FlOMe NO 71 67 •••:� Enable,Business Fb.7517-d]d55utton Path Cou2,Bu2e 002 Jeckwmilk,fL 3232d X906)821-5200 *.a :* � The seal on Nis loss$Rest ll6o tes acregance of loasslmal enaneenn6le$Wmidilip'sdey Jw Ne APEXnosairw9ineis e$I�a� a2fia��afi 7Ne$Nua.ser as ill-20nfaaOl 22aaoa,am panWaelr Wlaingi$mseled ale say alma Building e.wo er.PerP Use n 1-20025eNs 2 V "seal effissE b mu shear.I oMW moo Nat Nis serves as an.,. heatin conformance Wm Fula 61G3S23002(2)and 6131S31.003 a Na Flonda Bav,of PmJesslonal Enanse¢ ��,'I,,I •� ••,0�,` Job 6 69873 BEARING INFORMATION WOODTRLISS CITY SPAN DESCRIPTION BRGA REACTION UPLIFT 01 HJO] HIP JACK 4.24/12 Pitch 1 -Ply 1 280.98 100.00 2 29320 34.00 3 64,17 21.00 10 01'00°00 J01 JACK 6.00/12 Pitch 1 -Ply 1 191.00 37.00 2 36.59 9.00 3 83.32 28.00 10 03'00"00 J03 JACK 6.00/12 Pitch 1-Ply 1 204.36 22.00 2 37.65 0.00 3 57.91 23.00 10 05'001,00 J05 JACK 6.00/12 Pilch 1-Ply 1 260.81 23.00 2 67.38 0.00 3 113.76 41.00 38 )TOO 00 J07 EJACK 6 00/12 Pilch 1 -Ply 1 322.62 24.00 2 95.85 0.00 3 16657 59.00 3 01 Pi COMN 60011 Pitch 1-Ply 1 11.69 12.00 2 372.63 28.00 3 9.07 2.00 2 0601 PB02 HIPS 6.00/12 Pilch 1-Ply 1 19.69 6.00 2 350.01 5000 3 1969. 500 1 32'05"00 T01 HIPM 6.00/12 Pitch i-Ply 1 -212.80 4.00 2 3467.94 606.00 3 161 289.00 1 3205"00 T02 HIPM 6.00112 Pilch 1-Ply 1 484.00 54.00 2 1082.78 142.00 3 738.60 119.00 1 32'05"00 T03 HIPM 6.00/12 Pitch 1-Ply 1 322.97 3.00 2 1391.20 207.00 3 816.65 103.00 1 32'05"00 T04 HIPM 6.00/12 Pitch 1-Ply 1 344.88 9.00 2 1377,42 191.00 3 87041 112.00 1 32'05"00 T05 HIPM 6.00/12 Pitch 1-PIy 1 389.]3 0.00 2 1324.06 96.00 3 931.52 111.00 1 32'05"00 T06 HIPS 6.00/12 Pitch 1 -Ply 1 419.16 0.00 2 1221.01 WOO 3 972.30 102.00 1 32'05'00 TO] HIPS 6.00/12 Pitch 1-Pty 1 361.30 0.00 pUt 2 1293.90 105.00'+;'1. 3 98096 8300 1 32A500. 8 HIPS8.00/12 PICM1 1 -Ply 1 409.58 0.00 2 120077 76.00 3 972.02 41.00 6J 46'0]"00 ry}1� COMN 6.00112 Pitch 1-Ply 1 362.81 6.00 # [ f '(r � 2 1661.29 26.00 qC 31AT2 :2 3 1526.37 11.00 ` 4 316.95 19.00 Qi,v dP' F41HIPS 6.00112 Pitch 1-Ply 1 363.60 6.00 'y3 JAwO�Zf`,` Page 1 oft Job#69873 BEARING INFORMATION QTy SPAN DESCRIPTION RRGN REACTION UPLIFT 2 171376 22.00 3 1546,49 10.00 4 32899 24.00 1 48'07'00 T13 HIPS 6.00/12 Pitch 1 -Ply 1 366.70 7.00 2 1580.59 23.00 3 1450.37 10.00 4 320.29 30.00 1 48'DT'00 T14 HIPS 6.00112 Pitch 1 -Ply 1 352.72 0.00 2 1768.56 36.00 3 1603.65 21.00 4 30526 23.00 1 480790 T15 HIPS 6.00112 Pitch i-Ply 1 487.69 76.00 2 1172.22 120.00 3 1728,45 185.00 4 573.66 86.00 1 48'07'00 T16 HIPS 6.00112 Pitch 1 -Ply 1 1056.34 139.00 2 2155.24 289.00 3 477.14 46.00 1 4807'00 T17 HIPS 6.00112 Pitch 1-Ply 1 1033.39 151.00 2 1929.67 259.00 3 534.73 64.00 1 48'07'00 T18 HIPS 6 00112 Pitch 2-Ply 1 2104.59 361.00 2 5348.40 946.00 3 207.31 18.00 1 22'07'00 T19 HIPM 6.D0112 Pitch 1-Ply 1 856.40 14.00 2 831.67 92.00 1 22'07"00 T20 HIPM 6.00112 Pitch 1-Ply 1 857.12 25.00 2 850.95 06.00 1 22'07'00 T21 HIPM 6.00112 Pitch 1-Ply 1 873.12 37.00 2 784.95 99.00 2 22'07"00 T22 COMN 6.00112 Pitch 1-Ply 1 866.08 111.00 2 781.99 95.00 1 2207"00 T23 HIPS 6.00112 Pilch 1 -Ply 1 866.08 108.00 2 781.99 92.00 1 22'07"00 T24 HIPS 6.00112 Pilch 1 -Ply 1 822.90 113.00 2 738.50 97.00 1 22'07"00 T25 HIPS 6.00112 Pitch 1 -Ply 1 1818.47 308.00 2 1750.98 290.00 Total of Trusses 107 Mazimun Height 11'05"06 Page 2 of 2 ) HUM m § U! 036 \ k§ ( ) \ _ - §|§| m - !|_ !|| - § §2 / $ ■!; ; - a _ - a) /§ } ( ( - § kk § 7 \ � \ ) \ k \ k \ \ \ o }\ \ } 708w : ° ) | _ _ , PPo ) � ) ! § 2 ! § m ow ; § \ )k / \ - M k � � � § | ( ° ( ) k omm - - 2 m ( § ( O � ` 2 ! / § 7 ( - [ 00 - §|!; wo j § j ) 0 / \ o mj / � ; _ o ; § 4 [ ! ; ;2. § _0 62 kk m mo - 91 . ; f ) 2 ( ;!|; ( k 2 ; 2 ; 2 m ; - 2 2 ] § � 7 °| _ i kZM § ) r M,. : - _ § ) / ) j § : , TO 60> 2 * § 2 z OX - � m � � 2 _ / | fi \ \ , ° \ ) � ` \) ) / k /§ I ° + ) q u TTYP ! 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IY.6N21) 10 9'9"s s•r10 4.6•n D 19T5 12 4.24 p i3JU C m 1 + m3)(d(A1)B A Dv z '�4E F F-1,11.5 9.5"11 8'5'11 5 Loading Cd da Wi fpm neC da Snow CdMda(Po.PIY rsFI ,,iCdMda AYaMmum Reactlons libel TOLL 2000 Whe Sld ASCE7-10 Pg:NA CL NA CAT:W PP Dallecum In lac Udell LM LmR IU /ft IRh IRL IW TCDL: TOO Speed: 130mph PII Ce:NA VERT(LL): 0019F 999 240 B 2Bf 11M /- I. /- 14.2 BOLLm:: 0.00 EndomGoats Lu:NA Cs:NA VERTCrLy 0.055F 999160 E 293 /33 1- /- /- 11.5 BCDL 5.00 Risk dxx,t.11 Smw Domion:NA HORZ(I 0.009F - D G 120 I- /- I. /f.5 DW Ld: 3200 UP:8 HOR24TL):0.024 F - Winl oro Mmd on MWFRS ICBM,IO,DD Mean Height 15.00 It Coda IMM.Cdbda Cmep Fadm l.5 B Min Bq Wift Req= 1.5 Suits 200 TCDL 42 pia Bldg Cade: FBG 2014 RES Mai CSI: 0465 E Min Bid Widal Req. . Load Dumfim:125 BCDL 3o of TPI Si 2007 Mm BC CSI: Sell D Min Bid VSddu Req= - Spedn,24.0MiParallel Dig:O W h2 Rep FMom Used:Yee Max Web CSI:11.239 Bearing B Felber,=S65pal. CSC Did a 300b FTRIT:30(01 Mlg Speafied Cambec Maximum Tap CboN Foran Perp DMI GGpn:I WAVE Chwda Te1w.Comp, Chale Tana CMnp. Wintl Durelim:180 WAVE VIEW Vm 170,WE.OWE17 Lu.W AddWonal Nola A-B 19 -5 C-D 21 -56 Val.San 1381E6achi(W12013) TM overall height of this Was mux ilg My angle B-C 1C9 -442 Top MON 2,4 SP d2 3414. Bol Mad 214 SP p2 Maximum Bra Chold Forces Par Ply(Ins) Wam,2x4SP1M CMNe Teru.Comp. Choose Tena, Como. Lumber value ON'13F uses design values B-F 435 -121 F-E 0 a apameJ 1130120131,ALSO Spacial Lwde Maximum Web Fusion per Ply)lbs) —(Wmber Du,Fac.=1251 PMI,Dur.Fac.=125) Web, Ten.Com, TC-Form 001 -1%Io 55 Pit 000 C-F 135 -41`2 TC-From 2pgM 00010 20M 9n BG F. 0pit M -1.9410 40A 0.00 BCF. 2P a1 O.Mto 201st 91 TG -22 lb Cmc Load x11.46 To 116 to Coma Load r 4.29 Tc 2261b C.,Laad M 7.12 BC- 1011bCas wallM 1.46 BG 75 to C.Load M/29 BG 135 to Conc.Load M 7.12 Purlln In him of gmtluml panda or ngM teWng use pures to Iffiemlly baa cholla or wilmvs: CMN Spedng(a,ac) Steltut) End1b) TC 24 -l90 Bn BC 116 Ods 977 Apply purins to my ehoNs some,or same fillem at OC unless Mwm op.M. Wind Wine load,and Numbers Mount on MWFRS. NOTES: '� N"I Nanny I auMtlam ii.morinaWYm E . Pd411ional lnavuction,�enpenNrq MY W„41awry.i�dNSM:511N, La used In tmlunoun cip Me emMdury plem tlu�n9 meulla4on. Tg 24 TemnNobmauaxuuena .nana4l11 Te �Yg nc Ra1daCnma.1Yh RNseFn,m , 6n-.-NO.7.7-414s s.Imn Paw Goon,Sul.am,3wwson ., L 32224.Sul ml.ssm MigaelG NozM.ak JCM.y Sfy a areMB 1457 PE rourn M APEX ueHouse PE Na en39 ENa v85i4 PE No]AS] pE No 0W93 L Pyt SEDN:1]408/T121JACK 8 Oy: tO FROM: DIOW: Wgt 581b / ... 0&121] 12 C 6 3X4(")B 10'8"1 a 1 10'1"2 A p 114X0 O • 1' dtepa 1pr0 Wind Crltada SnowC~.lp.Na DeNCM CtibrM AaMaknumlgaacBPm(la.) 0.00 Wes Std ASCE]-10 Pg:NA OL NA CAT:W PP De0esdn in I.UMI L'It Lee R IIJ I Rw I Rh I RL IW 700 Speed 130 mph K.M Ce:NA VERT(LL):M B 191 136 1119 I- 125 13.5 000 Enctosure'.Closed Lu:NA Oil VERT(R):NA D 5 113 19 /- I- /1.5 5A0 Risk Oalegarv:11 Snox Dmallon:NA HORZ(LL)A.WOD - - C -U /34 119 /. /- /1.5 200 EMP:B HORZ(TL):-GAO1D - What tertians hmeE on MWFRS 0.00 Men Height 1500 fl CPd.1 Was Cr0.rM Cmep Factor 1.5 B Min Bag WIdN Req= 15 Som. 200 TOOL:a.2 W BMg Code: POO 2014 RES Mu TC CM: 0.330 C Min Bq WEN Req= - IAadDulatln:1.25 BCDL:3.Opd TPI SM: 200] Mn BCCSI: OAae C Mln8F WM Req Spadlg:24A' MWF RS Pr a 00 DiA:Oro NT FRanTI FecKKSUxE:Yea Mfg Wahfied Ca 00 Bnd1g B popery=585pal. CdC Oiat a:3A08 M.T30(.): 0) Mfg Spedfied Gmbec CavemanTop.C.P. Fomes Par Pry Bae) ACp:0.1.6 Plate TyONa): Dhonca Tem.ComP� Chorda Time Gomp. Wind Omrin:1.60 WAVE VIEW Vr.TZ0t00E.0525.9 A-B 15 0 B-C 3J -29 Lumen Value Sm:13B(Ellep&w&112013) Maalmum BM Chord Forces Per Py(last Top chord but SP M3 Chance TimsZomq She chord but SP a3 Lumber value rat'I 38'uses design values B-D 0 0 approved 113MOl3 by ALSO Plating Not» 1-)t plands)require spacial pmdioning.Referto acalsd pale plot tensile W special scattering requirements. Pumas In lieu 0 structural pends or rigid oiling use Tunics to larer&ly Mace cards as to nes'. Chord Specilg(inoc) Slemfl) End(fl) TO 26 -1,31 IN BGm 0.15 1 EO Appy purlins to am dmrda abma pr bear 51Mra at 2P OC unless sheen olhem+a.above. Wind Wmd loads based on MWFRS with additional CBC member design. Additional Notes The maall height of this tam eadudilq overhang is 0-10-7. NOTES: /r� 1.The it—gib na vmoem dun s, natllamn. AdfHma instructors ammp.n,mer wx a,rvnna.rots 9C511L3 .it Gus din lIandm-shmandia—rsa MNmstllaon. TH ].M.ieNnaln9Y irxhmtiw,nm.cxnsl MJU F(.a Tmh a9Y l^p.MMa CUWratlary f rcaaEmmen nr 6u. ..N. ,ban.sScnonpsoOsat3uae.m_aressmaae a2..9mB1 APEX TrueHouse EE '.1. r meal ENo�S;" �°ew9awm 69373 %Y1 SEGN:1]4001 T11/LICK Sal fish-1695 Oil 10 FROM: DRW: D3 wge 112 Ib / ... oe/12y17 C ,z T T4„ 8 , 6 � r 0 3X4(••)6 � ug T � D � Vl 3' 3' Laabp CMeb But Wind Cdbb Bmw CMeda(W%bPSF) Bell Mbda AMaaMlum Raadbmlmal TOLL: 20.00 Wnd SM: ASCE]-10 Pg.NA CI NA CAT: PP Delbdion in be UtlM 1p LocR /U /Ra /Rh /RL /W TOOL 7.00 Speed: 130 mph K.NA Ce:NA VERT(LL):NA 0 204 l22 11181- /49 IJ.S BCW 000 Encloare:Closed Lu:NA Ce:NA VERry3L]:W D 30 /- /14 /- /- /1.5 BCDL 500 Risk cad oryal Stew Dain NA HORZ(LL): O.DOO D - - C 58 122 l24 I- I. 11.5 Dee LG33.00 EY.P:B HORZ(R):0001 D - - Wind mosions based on MWFRS Nil 1000 Mean Heigh[1500 R Cob/Mho CrRarM Creep Factor,1.5 B Min BIG WidM Req= 15 SOMI 2.00 Til 4.2 pd Bldg Coda.FBC 2014 RES Mal CSI: 0.375 D Min BIG WSdm Req= - L Duabm:135 BCOL:3.0W TPI SM:2007 Ma BCCSI: 0085 C Min BIG Wdm Req= - Spal24A- MFRS Feel Dlat:O to N2 Rep Farce Used:Yes Maweb CSI:D.000 Beenng B Fcperp=S65pes. CBC Dies e:3,D)It FTIRT:3o(Oy1 On MIG Spedwed Camber Maximum Top Chord Forea Pm Plypb/ Gi 1.6 Plate TylMs): Chums Tens Comp. Choate Trial Comp. Wind Duction:1.80 WAVE NEW Ver t]01.00E 0525.1] Lumber A-B J$ 0 B-C 26 -30 VNue Se1:13B(EMecSNN&12013) Top chord 2x4 SP N Yaalmun Bm Choat Forces Pa Ply BW) Bdchad2vASPe3 C. Tere.CM LumbavalueaeP138-usefdesignvelues B-D 0 0 approval ln=013 W ALSC Fisting Nobs ('I t pates)rel spatial positioning.Re erto sled plate Not mobile for special Mirroring requirements Putlia In lieu of mmdurd pantls or runs ceiling use pudins tolhoul dare tlwmee) MlSta ThC” Sp 2np(In aq -1,31 E3 DO BC 34 0.15 3.30 Apply pWim to my choNf above or bell fillers Go 24^OC amid shown Me.a.. Wind Wok Inside bead on Mil aim additional CBC menhber design. Additional Notre The oneall height of this We aduding oveme,is 1-10-]. NOTES: /r� I.nuedue Mn not+Nfiomt drearbatae plaii]i,lin Nutim.auan9nMoui.WSEra�fidInGge BCEI tIp. 1C/ TT Nwlmdroar"in tmlu lm MN uv MrNN�.al Phxn:euxno lnaWMon. Tpq 3�OgaTemmbabafibwanemewmm eyJV PPn Tewdcg`hnc..RwMe Gnnoa&n. MMa EnyiMw as ri...w.nez-nusumn Peaco�n,sine aaz.laao. ., tzzna-eoaaz�szoo p Fe.. MxMetl JNhey p Fmeun PE No,Mum.' JeyuoYrcERwlutl APEX TrueHouse PE IA.KBJB pE No.51Vi PE No.]10.5] PE No B]fa [NCBC� ply.t SEON:1]4101"101 ACK Dy: 10 FROM: DRW: wge le.zlbx I ... gMwn C T T 12'8"1 6 � r 0 12 m c-4 l � =3X4( 76 wr'z A D 1'4 9 S 5' erte(w am CrNede Srww Cd Wippmin P6FT DgUCM Crllarla AMWmum ReegBem(Ibe) TCU0.00 Wind Sim ASCE]-10 Pg:NA CONA CAT: PP Winston in be Udel lM L R IU IRM /Rh IRL IW .00 Speed:130 mph Ph NA Ce:NA VERT(I-Q:NA B 261 In 1142 I- 172 13.5 .00 Em0suns Closed LV NA Ca:NA VERT(TL):NA 0 e7 I- /26 1- 1- 11.5500 Risk Cabgory:11 SnOM Doman:NA HORZ(LL):00040 - - C 114 141 155 1- I- 11.5 200 UP:B HORZ(TLY O.00BD - Wind reeelipu based cin MWFRS 0.00 Mean HeiyhL 15006 CodeIMMCCrlade Creep Fea0r l5 B MIn Bry WIdth Re0= 1.5 SORT: 2.00 TCOL:4.2 NO Mg Cada:FBC 2014 RES Mai CM: 0.473 0 Min BT Wimh Req- - Long Duration:1.25 Bi 50 pa TPI Sid 2007 Max BC CSI: 0.316 C Min BT Wddh Req= - Spaanp:240' MWF Di Parallel Dig:OWhR RepT31) Used:Yore Max Web CSI:0.[00 Bearing B Fcpnp=565pv. C6C DiGCIR:3,00itFkagd,T 0IOK1g0) Mlg5ped6WGambx Maximum TopClosedFare"Por Py n, C GCP:0.16 WAVType(sl: A-B Tem.Cpm0 B-C Tena. Come. WIN Duration. WAVE `AEW Ver:1TOt00E.OM5.1] A-B 35 0 B-C 51 44 LMn0er Value Sed:13B(E6etive 6/112013) Maximum Bat Chard Forger Per Py Qbg Top cause!2x4 SP 0 Chores Teu.Comp. Ba Joind 2x4 SP N3 LumMr value sad'13W uses design values B-0 0 0 appvMd 113=013 by&SC Pled,Motu 5^)1 Margie)require special Poamoning.Rater to weed plate Ma archils for special posbioning regaremeras. Posting In lieu of undu 1 agals or ngal wiling use purine W Mlerally rice chords asla arri Chord Spacingiln oc) Sdar(6) Ead(6) TC 24 -1,31 5.00 BC 56 0.15 5.00 Apply Purine to any chorda aEave or brow Niles M 2t OC unless ahem ahewdse above. Wind Wird lords,hath on MWFRS wth additional CSC ember done, AddHbnel Nphs The overall height M this Wss excluding owmmq is 2-10-]. NOTES: r shoxgbv l le—jisaon aaem aocoal nmmo�i inXnolon:zr<vmnanriNdlagaee da.Im.imld.gest w3, sora e.seal m ani�mnion.m me wmewa,rei plana e�n�a igeuuanon. THi 2ApexT.mbaP,ieahmsguscon. .1,loiAlso 1waawyInc.Panne BwnearebnFlats Dniester �►'� Pusmes Na.7517.47455urgn Park Ban.Bale 403�JroFmes.I..'-900.32,shad APEX MidwlGxadaasN JENo got CenkB Mu5ey Jvqu.ine E PWap Tru eHouse "Wo=' PE No 5e5M PE Xo]45] PE No M499 898]3 PIY 1 SEON:9412/TI41E.MkC SNMWISEN, IN,w FROM: ORW; dm WgLM lbs / ._ OW1017 I C TT A,13'6'1 12 6 m M N 1 � A 171.2 D 1.4.6 T 7' LaMirq CMMY(SoWBM CMpY 9rlow CMwYIP9RMPfiF) OaNC51 CrNaHe AMaabnum Raaotlonsllba) TCLL 20.00 NMd SN: ASCE740 Pq:NA CLN, CAT:NV PPDe0ectlonin IBPI/defi l/p I R IU /Rrs IM IRL /W TEEL: EDO Spred: 13D mph R.M Ochs, VERTU):NA B 3b /24 /1]1 I- /00 /15 BELL 0.00 EE&,ure:CMsed L. NA Ce:MA VERT(TL):M D 96 /- 139 /- /- /1.5 BCDL: 5.00 Posk Celeporyal Srwx Duratlan:NA HORZ(Lq:0.014D - - C 167 159 181 /- - /1.5 NOW 32.00 IE P:6 HORZ(TL):0.027 D - - Wnd raec90m Dewed on MWFRS NCBC11:10.00 Mee.Height:15 00 COM/MYC CMxY Creep Facror:1.5 B MM Big WiM Req= 1.5 goes: 2.00 TCM:6.2 per Bldg Code,FBC 2014 RES Mm TCCSI: 0.801 D Min BE,WNm Re]= - LmdDura0m:1.25 BCDL 3.O pet TPI Std:X10] Mm BCCSI: D.642 C Min Big Width Red= - StedrM:24.0• MWFRS Parallel NO:e to N2 Rep Fapore Used Yee Ma Web CSI:0000 Beenng B Fcperp=565psi. CBC DO a:1008 MU:3CIBY1 DO) Mg Spedfiedl CamWr, Madmum Top Chord Foresa Per PM libel GCp1:0.1.6 WAV Types): CMNs Tena Comp. CMNs Tens. Comp. and Durmion:180 WAVE VI EW Ver.1L01.00E'al Lumber A-B M 0 B-C 74 -95 Value Set:13B(Eflalve 611/2013) Tap dMN 2x45P p2 Maximum BBICM1ON Fames Per Ply Abe) BotMard 2x4 SPM3 EM1ONI Tere.COmp. Lumber value Set'13B•uses design values, B-D 0 0 appraued 113N2013 by ALSC Fled,Nestle (--)t gals(s)require spode Poisoning,Refer to areled Fee Not delaila for special womning re,wremend, Forms In lieu of derwinal panels or rigid ailing use purlins ro learally dere dwNs as fo8oes: CMN Sinedng(in or) Sled(6) EM(fl) TO 24 -1.31 7,00 BE 75 0.15 7.00 APNy Puri to any above a odors fillers M 34'OC unless elroen Ointments,above. M1ra Wind Inds baaM on MWFRS eMr addili0rral CSC memberdeogn. Additional Notes The—W nei,hl M line tmu eMUGng PWftup it }104 NOTES: si Th,eaMm IS ismSun .msou, x,musiaye .y�m. . .«rrww me houle.eused noinnwSW,.. aris H9lmYbn �w.n.onmeaaDiea,s:mus,/Tg a.9cs11aa euumee M]Se]-nes sum,Parr Cour,slim w2.1 .Mm,FL 3uM-Sol 82152bP Mtmud Gxatlwniti FEW. My,m PEW Mury JFEW soEPwnleM APEX ueHouse PEM 9JB]9 PE No 595M PEW 71457 PE Na BW W 696)3 Ply:1 MON:1755111241COMN SNM.Ir1696 Cry:3 FROM: DRW: Pwi Will:1961ba 10'13 3TB 5.63 10"13 1391 Y3"11 10"13 12 C_4X4 T 6 p T o BO F A E X119 F 913X4 1-3i xl' T^t� 10'13 28"112'3'11 10"13 10'13 316 S. lR3 "ding CrRWla 1pol seMLrlleda Snpe CHbrM,in P6N DaNC51CH . •Maimum pesiguon.Ildl.or••PlF TCLL 20.00 Wind SIE: ASCE)-10 Pp:NA CI:NA CAT:INA PP Diseases,in tat Udefi LM rets IU IRx IRR IRL IW TCDL: 7.00 Speed 130 mph Pr:NA G:NA VERT(LL): 0,000 F 999 240 A 9 112 112 1- 126 INS BCL1 0.00 Enclosure'.Conrad Le NA G:NA VERT(Ty: 0.001 F M 160 W 61 15 132 1- 1- 1553 BCDL: 560 Ria,Calryoly'.II S.Damson:NA HORZ(LL):(.000 F - - E 9 11 11 1- 1- 16.6 DOLE: 32.00 EXP:B HORZ(rL):0.001 F - - Wed mations basetl on MWFRS NCBCLL:10.00 Mean Heigb021,81 it Code l Mlsc Canada Creep Factor l.5 A Min Bq Width Rat= 1.5 SaffiTCDL:4.2 Pyr BMg Cape:FBC M14 RES Mm TCCSI: 0.013 B MmBTYYdlb Req= - Lead: 2.00 E Min Br,WEm Req= 1.5 Loam Dura4on:115 II 10 par TPI F t Mar BC OSI: 0.03) Basidia A.B,8 E am a mild suit.. BwO1g:240' MW Diedrx&Id DiH:fito 2fi Ran F tars l0(0:Ya Max Web CSI,0.012 CBC DiGC:3.0o3 Mg.T30(OX1gd) Mg SpedfieE Gmba Maximum Top Clwrm Fomn Pa Pypro) GCq:0.18 Plate Typga): CMN. Tam.Comp, Chad. Tens.Comp. Wind OUMbn:160 WAVE VIEW Ver :17 .01.WE.0525.17 A-B M -3 C-D 62 -58 Lumber B-C 62 -50 D-E 16 -4 Value Set:13B(EOedl.a 611Y1013) Top chord 2x4 SP tl2 Mnimum But Chord Forges Pa Pty IIIb) Bm&pro 2x4 SP d2 CMNs TermComp, CMN. Tare, Camp. Webs 2x4 3P n LumCer,value sed-13B"uses design values B-F M -1 F-D 30 -1 approved MWg13 Ey ALSC Maximum Won Fpbaa Per Ply(ba) Must g Nobs Worst Tans.Canp. AN pales she 3X4(--)except as noted. C-F % 1'12 pates)reg1:re aperrMil picg.aeRade r to scaled plane qmreil aeamr apncald os8lonirg requimmema. Parona In rep of Mmcesel Panes or rigid teirng use pursue to legally date UIoms as Mlleas: CMN Spadnglincc) Starts) ExAft) TC 24 033 6.26 BC 52 113 545 att 24Y OC unless shorn otheervu arMve. filled send West loads based can MWFR5 arm additional C amber design. Argument Nobs The pwmll extract thin tmv.era WNg wermag le 14-12. NOTES: � � I.lliieramer wl5dam.Iona Mania AoninomginMutimavmnwnrng rola was emwlrq,IVlN.acs w.. sfiould MuudnmigrvAn Mn Ne artflkMdpHna dunnq lnslNlal�. 2.P{m iadretg,u x am name can.oy Jan 4pn Tadimbpy Inc,Fbme Camixxn. 1.,pa Engmev Business No.IDO-47456nIbn PeM 0ouR$m.a(2,loc, le.FL 3RI4-..1mor, 4W APEX iLueHouse alo.-G— PENOP. PE No 71457 JPEN ,was�� 69873 PIy:1 SEON:1]519/Tt/HIP$ PB02 Dry 2 6elMa 16% 31.0 Ma FROM: ORW: Wg1: / .. ad12ID 6.5' 1X13 1 33.2'•84-6- 5.8'3 1F 1~0'•131 1.3••8 I 1.3••8 i 1.831 12 T 6 F,;- C 11D3X4 E 1] ga B F T b A G Y H 6.13♦ A'T6- 1� 1X13 2'3"11 Z3^11 1X13 1X131 3'2"e s'fi"3 193 Loading COMM hm WaN CrIMM 9mw Crhmla lP9%'n PBFl DOMCSI cad A Maximum ReaaBona(Il or+PLF TCLL 2000 Wall ASCE7-10 Pg:NA CI:ILA CAT;W PP DoleNap in roo Udell Lm Loc R /U IRm /Rh /RL IW TCDL: 7.0) Speed: 130 mph PI:NA Coil VERT(LL): a.001 E 999 NO A M 16 /e L /15 /6.8 BOLL: (LW Enclosure:Chased Lu:NA Ca:NA VERTITL): 0.002 E 999 180 B' 76 111 /29 I- /- /SSA MCL: 500 RBa Calegaryal Syme Oumlion:NA NDRZILLI: O.000 C - - G 20 /a /6 I- /- /60 De LE: 3200 UP:8 1.10 L):0.001 C - - Wind reacpons Lasml on MWFRS NCBCLL;low Mean Hegld:21.488 Code l More CtlMNa Creep Fa dao 1.5 A Min Bg Wgh Res= 1.5 Sort 300 TCOL:4.2 pd Bldg Coda' FBC IDiL RES Max TC CSI: 0026 6 Min Big Width Res= - Lead Dinaeap:135 BCDL;3.0 par TPI Bid:20W Max BC CBI: 0,35 G Min Bq lMMOi Res= 15 Sludge,20.6' MFRS parallel Dig:h to 2h Rep Faction,Used:Y. Mal CSI:0.025 Beadrga A.B.B G ere a rigid sudam. CBC Dig a:3.038 FTIRT:301 Mg Spsofied Cembec GCpi:0.18 Pleb Type(al: Maximum Top Chord Forces par Ply lWa) Chords Tera.Camp. Chose. Taps. Co". WM Duration:1,60 WAVE VIEW Ver,1]a1.00E.0525.1] Lumbar A-B 19 -17 D-E e) -81 VgueSO mda4 (EMglve 6/112013) 6-C 70 -60 E-F 13 - Trip NON Le$P p2 C-D 8) -81 F-G 13 -9-9 Bid tlWxe d 2SP 92 Webs ry SP Maximum ns Chord FOrCands Ply JIM) Lumbery lue 1130121'138'ALM values ChoH-H Tens -20 ClaH-F Tena. Comp appromd l/3N2013 by ALBC 6-H Bf QO H-F 61 -ZI Pla ng Notes All Owes are 3X0(")ex¢pl as ruled Maximum Web F..Par PIy 6M) Webs Tena CCmp. (")5plale(sl requires",bar posi0onire Referro sWedpate qW dHeilafw apedWl poai0orvrg D-H 03 -% requirements Pon!. In lieu d strudmal pangs N rgM ceiang use pulse to Ialpally Nate NCNB as ldllaxs: CMN Spam incl Stal ESRI BC 52 0.15 647 Apply pudina to any chows above or bekw share at 2a"OC unless sham Bromine Whom. Wind Wind loatls based on"ll al extending CSC member creep, AddMonal Notes The overall height aphis mss aides,overhang is 1-P9. d: O ieMMlloeMtlma lorinpYleem. PWNmal inawGmv azmpnynplM1a Ouudrednp,MWSBC51t-03, d in fq'lmynn viN tln aril�ibtlutl pN�e dump ir5allawn, Wyy.a NaW .n.� Nrubmiru HN. W�reem .held Fepie. zsol-a]assuem Pery CWun,suNea@AgmmSre.R 3Y1za-sw.a}15$p] [T=rueHousem�--.- r N ENo.fiats phe 711. JRE NA gaEWFw.4nd APEX Mil Pill SEON:1740 I T301HIPM ReffolR1696 Oy: 1 FROM: ORW: T01 Wgl:1n.8 likes, / ... =1017 T 9+P 1558 3011'0 38Y10 ]35' T Tt0' ST6 5T2 SHR 5'11T a�d••� asul sear, -14 sets E F G 6 � I + s W. s $ A I e3K1 amDl"1 �6xa1"1 •� MIX&•') e1%5 ��9T13 yPe I+'a9 T+Y2 PH' SHR 9Y,0 5'510 ST+e TP4 PT12 151Yi 3011'8 36A•L 3TS Loading Cathode(Nan Wind CrMada S.Cr de("RNP$R lCrowds ♦MXnum Roam[ (lbs) TCLL 20.0 Who Std ASCET-10 Pit U:NA CAT:W PPDegedbnin Iac Udell (W Lm R lu IRw 'Rh /RL IW TCDL: TO Spell: 130 mph KININ CxxN VERT(LL): 0.i24F 999 NIS B 12] 1213 1- 1- I- 13.5 0l 0.0 Endowre:Closed Liz Ca:MA VERT(TL): 0.236 F 999 2]5 M 3080 16% 1- I- 1- 13.5 BCDL: 5.0 Risk Ciampi It Snow Duration:NA 1101i ):-0.0nH - - I 1622 /269 I- 1- I- /35 Deas Lm: 42.00 EXP'.B HORZ(]q:A.053H - - `Mad readrom based on MWFRS Nil 10.00 Mean Height:15008 Cade l mi.CFHede Creep Fadmr:1.5 B Min Bq Width Req= 1.5 SOYA, 20 Ti 03 pA Bldg Code:FB02015 RES Ma TCCSI: 0.010 M Min Big Worn Rod= - LaatlDimet.1.25 BCDL:30 ped TPI Sol:2O] Mex BC 551: 0.902 1 MIn Big Width Req, 1.9 sp0dag:24.0- MWFRS PereIIM pM:0m M1l2 Rep Fedae Ural Yea Me Web CSI:0.O2 Beaups B.M.61 Fotorp=5650. i DIM e:3.26R FART:30001 old Mfg Spedhed Cwnbw Maximum Top Ohond FOmea Par,Ply(Ibs) GCP:0.16 Plme Type(sl: Chords Tens.Domp- CMM Tena. Comp WIM Duration:1.80 WAVE VIEW VeP 1602.01.,215.id Lumber Pudim, A-B -9 E-F mi 1214] B-C ]311 -135 F-G w (Effedi zeal S) In Neu dabesse dead.as i ®ilitq we Wtline C-D 1321 -Y® G-H 35] Top shard 2x1 SP M-3011 zeal SP N2: robord bSpedroNs Stax: p.E 230-1310 Bid Montl 2x1 SP p2 CNON Spedn9linoc)TC 24 -2,W) EMIR) 3143 Weo52M SP N3 W4 2,04 SP N2: BC 59 -080 3143 Maximum But Curd Fomes Per Ply(11,N) Lumber value ad'13B'uses design values Apply purlins to wry mores ali or header 9llem Chxda Tem.COmp. CMN. Tena. Camp. appo.ed113012w3by ALSC m2d•OCunlesamawnotherwiseabwe. B-M 103 -631 L-K 21M -25] -(Lu Loads Beednga0131 N-M ion -612 K-J 2121 -3® T (Fromer 56 6Fs9-13Plate OuindM 51 Big blcMe:0101ook mia.aaila M-L 190-1+10 J-I 21 -1 TF From apoM -+.30to Wind 2,00 big x-las Neale Ien2- Nn4 S wall pedis TG From 29(M at ].0+0 34 pOf it 3242 2 9.500' + +2• 0 BP BWdeN Who; mWeb omp, Per Ph, T OC-From 0pMm -13810 N, Dpi a1 0.00 Bgerx,anbesame size ell ape deammfor Webs Tenn.CDmp. Well Tens, Canon. BC.Four, 10 ped al alN, 10 Pt al )Ot Relerrodraving CNNAILSPt015 for moreinlDmlMion. TG Finn C5 pitom, ON i.Olro Sql et 32.62 C-N 106 -6 F-K 192 -576 TG 231 to Cont LOedm TOt Nepal- NOM C-M -IM7 K-G d@ -62 T, 16N.CDO.Lgedm g07.N, ,1,315.% IJegaSve trefusa(suplift 3NMtuan Se Maximum M-L 160-2150 J -J ZM -939 1BB 3891bCo6.2306,25.07,,2].W.29.M.31.C6 jundR.rase reguirea u(AM wnnegim.See Maximum D-L N11MI -505 J- 1 'LKfi 1516 BC 3a6le Cone.Luemed ]01 ReaMotw. L-E 33, -1313 H-I 30s -1512 B.0 %b1 N,23, ,259.%,it.%.13%,,5.% 1).%.tg%,21.00,23.%2506,2].06.29.%,31.0 TM OWPeII M1eiBni mlM1isWMexcleditg overiwMia E-K 12Tf -200 0]. 1-)9 pl Hobs pate t 1plate Out detailmqum s fo spetl9 piendoningerb reguiremenb. WIM WON]loads and readsome based on MWFRS. Right and memi.I W expomd to and prewu e. MOWS: /f� Lm.a�acmyi:nm:Nnaeniamelor innsbmn. nmlEons i�aW.eon..rmm.rvNui.waam.+re.iwa6csltm. 1r// iMdd Ee eras In mnrynction wN me MrtfiiletlW+I puu E.ln9 inWUNm. Tv 3.PyexTMmlo3r i.M,a9Ewcnem.ovnm ryJan Fpex TemndreYla..Flwwa fataMlkn. nmm Enprner M�i� Q[R Bmau No.]5.) I]155uMn PeM Com,3uNI@.A[kwnx gFL 8335-9N.w153DJ APEX j j House E Wx. -4 E No M511� PENo]145]y JPPEE NO mFW�M 69873 Ply.t SEON:17410 I Te I HIPM SBilfisb1896 T02 Wh': 1 FROM: ORW: Wp:16301M / ... OfV12/9 B imal, 2159 325" 9 T9"1, Tr15 7119 sals, as 0 T2 E 13 TTYQ (A) s .AAc41'IBii .— 9r13 9713 rrls rru nf9 x1'13 16'9'11 24'59 324 TOLL TOLL gCHlarb 1p0 Wlntl CrlbHs WMSM: ASCE]-10 PBnoM CrseHa(Pill".My) OaWCSI Carbide •Maxm R Ynueactlons(IW) 20.00 M NA Ct NA CAT:M PP Deduction in loo l/tles LA, Lac R /O /Rw IRO IRL /W TOOL: 7.07 Speed 130 mph PI:NA Ca:M VERT(LL): 0047 E 999 273 B 484 154 1231 /- /IN 13.5 BOLLn : 0.00 Eirmos:Closed L:M Cs:NA VERT(IL): 0091 E 999 M J 1063 1142 1423 /- /- 13.5 BOOL S.W Risk Cm ory:ll Stow Domain:NA HORZILLy OMyJ - - G 739 1119 /2M /- /- 13.5 Oa L: 32.00 UP:B HORZ(TL):0.055 J - Wind reactions board an MWFRS NCBCLL:10.00 Mean Haightis.Ws Co0./Mist CHlerb Creep Feclot 1.5 B Min 8,Walm Req= 1.5 Sotto; 2.07 TCDL 4.2 Pat Bldg Code'. FBC 1014 RES Mn TO CSI: D.864 J Min But,WMh Req= 1.5 Loatl Daemon1.25 BOOL:3.0 pal TPI SW: 2007 Max BC CSI: 0,717 G Min Brg With Real= 1.5 Spacng:24d- MWFRS Parallel Cast h2 W h Rep Factors Load:Yes Mn Web CSI:0.524 Bearings B.J.B G Fcper,=565pa1. CBC Oirt e:3.2411 FTIRT:W(Dylop) bill Spedfietl Camber: Maximum,Top LhoN ForaysPar Ply tlb.) GCpi:0.1.6 Typists) Claim-- TareC.P. MM. Tire. Coup, Wind Oure11M:1.60 WAVE VIEW Ver(6.02.01.1315 f4 P' 13 Lumber AtltlWonal Nobe A-B 35 0 D-E N4 -913 Value Set'.13BIEIIeNw611/2013) Theowrall M9NOthis Vuwa udingawthangie B-D 2 -352 E-F 294 -913 Tap Cham 2x4 SP N1 T2 b4 SP p2: 440.7. C-0 20 -184 Bb Uwrtl 2x4 SP k2 Webs 2x4 SP a3 Maximum Sol Chortl Fames Par Ply(Ibq Lumber sA.d ext'1313-uns dead wluxi Chonfs Tens Oomp. CMms Tens. Comp. epprwM 113012013 b/ALSO B-J 210 -185 I-H M6 -300 Bracing J-1 Se -300 H 0 0 member bluous lateral rwtraiN equally specetl on Maximum Web Foes Per PlyBW) Weare Tens Comp. Web Time Camp. Planrg Rican (--)SpWbls)require spinal paindani .Raper to C-J 317 11M E-H Zf9 -501 araletl pits pa rarely for sperJel posNoni J-D 317-1120 H-F 1054 -310 requiremmx, M D-1 149 0 F-G 266 -M7 D-H 21 -tb Potline In lieu of slr=ural panels or rigid reshot,use W Tins to merely bare chatls wmadear Cham SPxJnglin m) Starts) EW(R) TC 24 -131 32A2 BC 75 01 32.42 Apply Parona to any dreads aWw or below fires s124-OC out.slwn ahmrix apo,. Wad Wind lards Caned M MWFRS with atltlimoraJ CBC membar Eesi9n. Right Mit vitriol not axpwae to wind Prenure. NOTES: /r� t -heeMreix nut wlM1on—y tmm11—,m. gE]ticnan.pucpmsarmriwn'Anpewwu W»iry.imuK pC6lt-03. 1L/ .roalonorea�n�rvnmon.mmlne aRnnem,al qa..a�.c,B mmll.uon. TgMxT Mnol ylea Gnwa ny ew tl6yJU mi h ryyl .Ru aCwgntlon Rumb Eire+ eurmee ND.7U7-4745 S,.1.Ccun.Sato 073.JMve�w.,Ft 32330-9x.5215203 T1'ueHvUSe MimeNGxoxkwzFi JMrsyPNrcem PE a.11.7 JayueYn.E RaNvp APEX PE Ho.Seng PE HD.Y51d PE ND.]145] PE ND.53dPo 09073 par SEDN:1]412 I T1]I HIPM Samsh-1690T03Dry: t FROM: IX9W: Twg1:1e46II ... aa121n 5'1P12 11' 191Y2 2619 325• 5'1PR S1Y TtY2 C11'IS ]8'I .iWasg3f9 G Des F as 2 N y Sari H —9712 r4re 963 St Tt-n rare 1TH•15 291Y0 325• Lund,CMed.IPN WMO Crlbds Snaw CrRaN.PCP..p6Fl MWN Cnibris AMNSIMM.Rasctbns(INS) TCLL: 20.00 Wied SIO: ASCE]-10 Pg:NA 0:NA CAT: PPDeneclipnin bcl.kell t/I. LesR IU IRw /Rh IRL IW TCM. 7.00 Speed: 130 mph W.NA Cs:NA VERT(LL): 0.039 F 999 Z]3 B 323 13 I171 I- /144 /3.5 SCLL: 000 Success:Closed Lu:NA Ca:NA VERTITQ: 6074 F 909 273 K 1391 /200 152] I. 1- 13.5 BCDL 5.00 WIXCaegoryal S.Duration:NA H0RZ(LL): (TOM D - - H Bt] /103 12601- 1- 13.5 Dee LQ. 32.00 UP:O H0RZ(TL):0.019 K - - Wind reactions Maed on MWFRS NCBCLL%0D Mean Height.1Sol)It C90aI Mica CrMHs Creep Feel 1.5 B Min Bid Width Req= 1.5 Soma 200 TCDL:43 Ped Bldg Code:FIC 2014 RES Man TCCSI: 0162 K Min BMWldOReq= 1.6 Load Ouration:135 BCDL:&0 Pal TPI Sol 2007 Mas BC CSI: 0590 H Min Brg Width Rat= 1.5 Spacinlg:24.0• MWFRS .3rs2It N3bh Rep T30rs11NO) B Mai yVeb CSI:0Bad Orleans B.K.S H Fcpap'S65pa, CBC OiWO:o.4g Plate Tyrp(0)/1IXO) Meg SpetifieO CemMr. ManCreadepose Trop nnp. Fortes Per Ply Ten, WO: 10 PlaWAVTYPHsI: A-13 Ter..Com0 ClearD-E Tem.COmp. Wind Dune0m.1.60 WAVE VIEW Vet 16.0201.215.14 Lumber Wind A-B 35 0 O-E ,05 -Td0 B-C 1W -191 E-F 1T -TO Value Set'. ecilve L1R013) WMloada bored on ed MWFRS WN OHbn -TOaI CBC C-D 30.5 -1S F-G 1W - Top thud 2Nx4 4 SP SPR Tembadeaign. Bat War.2.4 2nl SPR RgM¢M Mnital nW exgsN lowiM Pressure M.dmumla CM1ordF Clas Pa Ply(INS) Wraper SP t;M1oda Tens Comp. ChxEO Tenu. Comp. Lumoved 1/3 01330'uses design valets Atltl%onal Nobs approved t/30Y1013 try ALSO The overall height of MIS Wuextluding ovetlerg is B-K 151 -tA I a -I ]St -1 S,UZ K-J St -% -H D D Bracing (a)Continuous lateral rea mint equally spaced on MWmum Web Forcn Par Ply JIM) ember. WeM TMSCOmp. Weare Tana.Com, Plating Notes C-K 19! -356 E-I 45 -)5 (--)6plate(.)r,use apeual posnromrq.Reierto K-D M 1023 F-I 202 -452 earled Plate pd Mats ear special positioning D-J 939 -245 I-G Sm -2b requiremeds J-E 190 -426 G-H 239 -m Ponies In lieu or structural Panel.or rigid ceiling ux pan. to lateral,S.Chods Sea W1.9 Chord Speanyho 05) SIay0) En0(fl) TC 24 -1.31 32A2 BC 75 Das 32.2 Apply pa9m to any chards above or tied.fillers ed 2P OC unless ahoxn ntllen.iss above. Lester, Tensa passed Met*lpr 20 psi traditional broom annual live lose]inv .edh 42-dgh x24"-IMS d.... NOTES: T') S]nle W aead is rworcNau ranamm—Nh.cn. AmNona isear.onaaw,upanvine a.tmmd.a rN.imw.ales w3 H yndMueeE in nau n osro Nus WP am9inabllNon I upe, nboo is a SWiKue name.to J.Ma lead-IIS,Inc.F a GM1'weWn. FMdv Ergawer Warm Na.]5.]-4705ulmn Pax card,sd.a ao2.Jadeas ire amn4-.ad sop APEX a�a� MdMaFGI(aibnFi Jas l'Nnfmi PE No,Murry JPE Nom.. jjueHouse PE Ib.80tH PE Na 5n5M PE Ha.]L$] PE Na.Po4W 89873 PIYt SEON:1)b41 T18/HIPM Sa%sIFt6% OIY t FROM: ORW; T00 wge 1eo.41bo / ... oetivn 6'C13 13 149' y5gy 3g5. 98'1J 833 98 619 •pot") -exM, OU4 0 12 11 9 �HD51M',C lel 1+1 s � -A 11I .5x701 -R05,", 4r12 lk 226. F4'e Orn 6'9.12 era .4 Orn 1449 2s1rt2 us' LoatlinBCmeXa(pm Wiad lCrearle Snow Cri[erla tPp,%In f9n BMYCM MbXa eMaxknum Reactlons llml TCLL 20.00 W nd SN: ASCE7-10 Pg:NA CC NA GT:W PP DeMtlion M Ido Urad Lqt Loc R /U /Rw I Rh I RL /W TCDL: 7,00 Speed; 130 mph PF.MA Ce:MA VERT(LL): 0.035 E 999 23 B US it /16B /- /168 las BCLL: ON EMo"ure:DomedLu:NA Ca:NA VERT(TL): 0.%4 E 999 23 K 132 /191 1510 /- /- /35 BCDL: 5.00 Ri"k CMe00p:11 Same Deaton:NA HORZ(LL): 0.011 D - - H 810 /111 12)) /- /- /3.5 Des Ld: 34.00 EXP:B HORZITL):0.020 K - - Wind mac0ong hued on MWFRS 11=1110.00 Mean Height:1500R COM/MMCCrRarl+ Creep Fam<C 15 B Min Big Width Reg= 1S Soffit; 2,00 TCDL:42 pat Bldg Code:FBC M14 RES Mm TC CSI: 0.552 K Min Big 4Ytlth Reg= 1.5 Lgaa Number:1,25 BCDL:30 Psi TPI SW: W07 MU BCCSI: 0.7% H Min BhgWiMll Reg= 15 Simcm,24.0" MWFRS Range!Dir":W to h Rep Fedua Used:You May Web C51:0.651 Beverage B.K,B H Fcperp=565pa. C&C Dig a:324It FTIRT:3B(ny10(0) Mfg snagged Camber: Ma4mum Tap Client Forces Per Ply(lbs) GCP:0.18 Plate Typels): Tuw. Wind Duration:1.60 WAVE,HS VIEW Ven 11,02.01.121114 CMN" C'"T "bade Tena. Cmep. Lumber Wlntl A-B 35 0 O-E 196 -734 Value Sed C3B(ERedlre Gl12613) Wind badaNeed an MWFRS xNM1 atldNanM CBC B-C 104 -215 E-F 174 -829 TCp tlpN 2x4 SP M2 nummer tlesgn. C-D 29 -116 F-G 174 -629 80 CM1ptl 214 SP 92 Right and vem.1 not exp2"ed to wind prefigure. Welds N4 SP W Maximum Bog CMN Formes Per Ply(mg) Layer value M'13B'uses Ceaiin values Additional Nobs CMrde Tend.Comp. Chords Tens. Comp. appm4ed 113MO13WALSC The overall height Nbia tmaa dedu ing umm ng is B 2 -102 -1 ]{6 -202 Bmcltp K-J 260% 1-1W -H 0 0 member( )Continuau bterJ reslrrN equally apacetl on Maximum Web Fames Per Ply Jibs) Weld Teu.Camp. Webs Tena Cmnp. Platlng Notes (")8 Panel-)require muoul redeove RNerla C-K 210 -381 E-I 43 -185 srelai plak pW details for spatial poallom K-D 317 -9181 F-I 186 -405 rg D-J 604 -139 88) -245 t yuirenwrns. J-E 150 -ffiG-] G-H 254 -PI Purlins In lieu 0 Armtursl I.vmis or ngel in,uu pWins to laterally brace X10Ns es ldloes: Chom Spaing(noc) StaX(R) End(ft) TC 34 -1.31 32.42 BC 75 0.15 3242 Apply willing;to any Mads above or below Nlere at 21r OC unteaa shoen othetwmeabove, Loading TmfiS Parrot Heck for 20 per additional bodurn Mora live load in divers with 47-high x 24•.viae do.. Pe. NOTES: '� Noniedfann6 i,ua wmdem alae.rorinamuaeo,. AmlbmNiwmaanfiarxamwm+re tni.we.9-anre.iraweac9l,m Id W u: . am�n wgwnhnlon..m the am�teeara pNmtuire ndabe ei Tgmam,r"aXofimm. bo uw TmWrey1� admCamm�n .and'E'v—, Busneu Igr.7517.4745 S.Pak Cwn Sure 4..1..1.FL 32n4.9b."21.33CO I��e�" m.-.- APEX +�ueHouse &@39wnN PE�tpP. K B11. a[oL80499 lend 098]3 PIY:1 SEON:17416IT191HIPM SNMsh1898 Oly: t FROM: ORW: T05 Wgn:20021ba I ._ OB'12/1] T1P12 le 31' ffi5'9 9Y flPR 114 6' 559 5'119 austal 9. far F 0 T 3 �"'Ixxgnc 00 .ix4P)° 1 flan a F .rent B3 -5w") °° .IY610P') -ax.. " 9312 2zr4 m109 aw s•1v4 H°8 yl�.yz 2v°y seal: 3zs Loading CM newo WIM Chug. Snow Cmnda lPe.H w FBFl M81e9 CrIarM ♦Maxbnum Reec9on.Ilba) TCLL: 20.00 W hit Sne: ASCE 7-10 Pg:NA CC NA CAL N PP Deduction in be Udaf IM` Loc R I U I Rw I Rh I RL IW TCDL: 2.00 Speed 130 mall Pt NA Ce:NA VERT( ): 0.032E 999 273 B 390 1- 12101- 114013.5 BC11 0.00 Endosum:Closed Lu:NA Ca:NA VERT(TL): 0.057 E 999 273 K 1324 198 15M I- 1- 13.5 BCDL 5.00 Risk Category:I1 Sees Duration:NA 110 Z1-1-): O.D11 D - - H 932 1111 12931- L 13.5 Des Ld'. 3300 EKp:8 HORZ(3L):0.021 K - - Wind reasons Eased on MFR$ w NCBCLL:100 Mean HegM:15.004 CodalMhcCrlthrla Creep Fega[t5 B Min Bq WMh Rod= 15 0 Soffit 200 TCOL12 0EMg Caste:FBC W14 RES Max TCCSI: 0.0]0 K Min Bg Wtlm Req= 1.5 BCDL'.3.0 PM TPI Sell:200] Ma BCCSI: 0]9] H Min B,Wish Req= 1.5 Spacing ng 24 0:1.25 Bmdnpe B,K.8 H Fcpaq=S65pd. Spapng'.240' MFRS Purple Dig:hro2h Rep Factors JamIO(G) Max Web CSI:Gambl 929 CBC Dipa:3.Mft PTRT:30(OV1g0) Mfg Spea0etl Camber Maximum Tap Chad Foruas; Ply Tom. O GCp:0.10 pleb TYpga): Dwrds TensCamp, ChaEs Tens. Carp. Wind Durpian:180 WAV£.HS VIEW Ver:18.02.01.1215.N Lumbar end S-C W -225 E-F 150 -551 VYustan 136(Ellediw6,112013) Wind loads basest an Mil x11h asigorol CBC C-D P3 -116 F-G 1% -551 Top stens h4 SP 42 mamberdefgn. Bp MON 2"SP 42:132.B3 as SP W31: Right End v meal rip exposed to wind P ptione Maximum Sm Chad Fosses,Per Pry Ilea) Web520 SP d3 Additional lasing Claude Tena amp. Chonef Tena. Comp. Wmbervalue fN-131T uses dwigo values apamod 113012013 W ALEC The oveall height 0 the sow exduding ouemang is B-K iH -t40 J-I ]40 -R1 ]-10-]. K 457 -175 1-H 0 0 Bmeing (a)Conou finus)pa p musiont equally spared an Maximum Web Fomes Per Ply Qbq hadmiess Wabs Taim(Ior ). Webs Tem.Camp. Planing Notes C-K ID -431 E-I 79 -M m 1—)8plale(s)mquire specou poefiaeg.Rear to K-D 220 -909 F-I 180 -358 sealed plane 00 causes fpr sIesele positioning D-J 521 -55 I-G est -E2 medmments. J-E 100 .118 G-H M -SS Purlins In lieu of structural Panes mold miMg use purses to namely brass MONs as spleens Chone Spadng(in m) Bm Ift) End(ft) TC 24 -is 3242 BC 120 0.15 3342 Apply aurins W any Phones above to below fillers 124'OC unbss shaves pneneiae ab— Loading Ttuss passed Meet ss,20 Pat seasonal bmtme Mone Gve bad In areas wire 42--high x 24'-wide due.. NOTES: T�) 1.mw Oa EnotW......on.lo,I-ouslm AMMn.ImnnwMuav ....ms mrs Buss d—nuslmea SlI 3. Mood N mass wnlu^tlbn with m.—te@u9 pone aurae lona ss n' z ape.Te4mbey l..MYew.n.m.wnMSY JUPxm TeMmb9Y lnc.11-1-C.,.. ...Enamn— aa}�� QQ °un.0 W.351]-4o1saPPonpa Coum Sul.s,02.JxxaonNII.FC]2224-9]n.611520J APEX it�HOUSQ z.xs wo 4iee P PshoII W Xo 710 PPNa�W M•na 89973 Ply.t NEON:1]421/TZO/HIPS SaiMsh-16% T06ON: 1 FROM: DRW: wM:2os.41m / ... 06,1217 5'11',1 t1p IT 3a'SY TIY3 3£6, OS ]5Y TY3 I •E l-I Mx` g Gf'1 N,5X41P1 T OW D °U 0 N al 1 No P�� 1 � tool thin eTIs Szr LaMiryl C]IeHa(lM Wind CrRoda SnMCrlMHalPgHmn9 Oa CSICHM]ia AMaimum RmWmllbs) TCLL: 20.00 Wind Std: ASCE7-10 P9:NA CLM CAT:W PP Dakabon in kc UdeS A Loc R IU IRw /Rh /RL IW TCDL 7.00 S,NI 130.0 PO N4 CaPNA VERT(Lq: 0.031 F 899 2I3 B 419 /- 1223 /- /15) /3.5 BI 0.00 Erllmure:Clo W:314 Ca:HA Wil 0.054E 999 2]3 L 1221 /08 /4821- I- /3.5 BI 5.00 Risk Celegpy:Il SnM Durston:NA HOFMLL�: 0.009 J - - 1 972 /102 1303 I- /- /3.5 Des Ld: 3200 FXP:B HORZITL):0020L Wind haddiom WI on MI NCSI 10.00 Mean Hough:1500 ft co iMke Caere Cheap Factor 1.5 B Min Bq Width Rep= 1.5 Sol 2.00 TCSL 42 Pat Bldg Code'. FBC 2014 RES Mm TC CSI: 0.N2 L Min By Wd0l Req= 1.5 Lard Deaton:1.25 BCDL:3.0pM TPI Sid:2007 Max BCCSI: 0.839 1 Min Br9WdMReq= 1.5 Nace,:No MFRS Fail Use h to 211 Rep Factors Used:Yes Mac Web CSI:0810 Saturn.B.L.81 Fcpe, SSpa. CSC Dian a:3.248 11130(Op10(0) Mfg SpadlMd Camber AV Muimum Top Cued Forces Per Pry tor) 0.13 TYPHsC Childs Tons"I CMI Tem. Contain' Deeiar:1.80 WAVE VIEW VeP 18.o201.12t5.14 h WmbM Wlntl A-B 35 0 E-F 198 -612 Ved.3e[138 Etlectiw WIWind leads based on MWFRS sills a]dual CBC 3-C 5 -3)1 F-G 158 -512 Top MOM as SP 112:T32,4 SP Ml membereesigh C-D W -AB G-H 214 -6M BMMwd2s4SPM2 Right I vertical riot exposed to no Pressum. D-E IN -T21 Wets 2x4 SP Lumbttvesueset"1313'uses design halms Additonal No. Maumum Ba Chord Forces Per Ply(1ee) aPPrpved 1pORol3 by ALSO The overall hdghl of date;burns ioduding welter,is Chortle Tens.Con, Clwrds Tens. Comp. Bracing 8-10-7. B-L 261 -218 K-J 56, -198 I633 -J52 J-1 0 0 le)Continwm lalerol rest2inl egwlly spacM on amen. Muimum wee Forces Per P"fins) Plating Kaes Webs Tens Comp. Webs Tem. Comp. (")]Proal)requirespeaal pstioning.Rehrto C-L 154 -320 E-J 91 .29 staled sale pe salsa kr sPmd Positioning requirements. I265 -895 F-J 27 -460 O-K 415 -b J-H 6)4 -211 Pudlna E-N 01 -106 H-1 E5 -612 In lieu a anruchind Funds or rigid coling use Marine to lana lry tracer cnaNs as IPIIPes; ChoM Speingon oq Stad(6) Ends)T, 24 -131 3242 BC 120 0.15 32.42 Apply PURm to any Mards aMve or btlMfi ins d 24'DC 9Neas movn aheneve,reeve. Loraine Tess passed Meek for 20 W aeatara bosom awe live load in area.wih 47-h,h x 24^-arae thermal NOTE3: �'� B The°mnnp In ndwnicon MMM c iraucclid AMYtiona inesseen acwmpanyYnB lois Euu Granrq YquGe 9f,$IILS, nwd M uud in¢quwfion wqb q6,ertFlequra phre nuinB insraletion. TH24,,.T.,1mn9yaahouria MGMario ur T.1.1or,lIForce CopwaBm RaaEnBx.ar ueeuW]N]-47459u11m PNM Cwry Suite f9.JackwnNYe,FL 3M4 O1.°21 Pied TYueHouse PE se=G cob Ma P n B un,y E�an° APEX %0)3 P" 1 SEON:1]423/T21l HIPS Se11fisM18% O1Y: 1 FROM'. ORW: T0] Wgt 229.8 1ba l ... OM1211) Sa74 o'a .xn zr5n xe'+' azo' Ss'N Ont rn'to 4n tp Ssn sre TV a5%N"1 e` IS„YI T G4),,ascan ytE 12 5 •� 44%40 or W M Att 12z .awn° Moa " e .cast-1 .ae .a%xn y--ar,z tarot Fm on IP LOWin9CritAlm0 Mad Croda n4 Snow Criteria(P9.Pt 1.PSH DN SI Crich IMxioum RBacd...(loal TCLL: 20.00 Wind Sal: ASCE 7-10 Pg:NA CC NA CAT:NA PP De8edion in leo Ufall tJlt tm R IV I Rw /Rh I RL IW TCOL: 1.00 Speedto mph PL NA Ce:NA VERT(LL): 0.029 G 939 D3 B 361 1- /in I- /115 13.5 BCLL: 000 Ee Ps:Cloan d Lu:NA Cs:NA VERT(TL): 0.052 G 999 2I0 M 1294 1105 15M I- 1- 13.5 BOOL 5.% Riak Covenant:11 S.Dureaan:NA IgRZILL)'.0.%9E - - J %t I62 12851- 1- /36 Oes Ld: 33.00 E%P:B HORZ(TL):001]M - - Wind reactions based on MFRS NCBCIl:10.00 Men Heght 15.00 ft COMIMMCCM . Creep Factor 15 B Mtn Br,Width Rey= 15 SOMI: 209 TCOL:43 psi WE,Goals:FBC 2014 RES Mm TC CSI: 0330 M Mi^Brg WiMb Rey= 1.5 1.5 Lead OumSoa 135 BCIX:3.0 pg TPI SM:20W Mar BC J Min&g WMlh Req= CSI: 0.%1 Bearings B,M,6 J PONT=%5pg. Spacing:24,0- MFRS Parallel Dig:MO 2h Rap Faclars Usad:Yea Mm Wgb CSI:0545 CBC Dig a:324 ft FT/RT:30(Oy10(0) Mfg Spadead Gambar. MaxMrum Top CM1od Forces Par Ply plat GCM:O18 Plge T".(.): Clods Tau.Canp, CMNs Tem, Comp. Wind Duration:160 WAVE VIEW Ver 16.02.011216.14 A-B 35 0 E-F 95 -628 LYmbg Oy^d B-C 0 -271 F-G 191 -5]5 ValueSat 1311(EflegiasS1/2013) Wind loads baud an MWFRS with additional CBC C-D 15I -1% G-H 194 -515 Top rind 20 SP e1:T3 T42x4 SP fR: ^amber design. D-E % -624 H-1 38 -35 BM choral 20 SP 42 Right and v°dical rho°%pasts to wird pressure. Webs 2%0 SP Y3 Maalmum Box Choral F.P.Ply(tbs) Lumber AddHbnal Notes ap,a-edll/=2013byALe°tlesgn values Cnods Tens.Comp. Chola Tem.Carp. apMuyxtl l/3N2013 by AL5C Tneaverall M1dgM1t of NisWsse%dutllrg oveRlerq is 410-7. B-M 10 -110 L-K 510 -151 Bombing M-L 55 -H K-J 2% -% (a)Cce mous laterd regraid equally apecetl onamproMaximum Walk,Form Par Pk,(Ra) Webs Tena Comp. dans Tons. Ga^p. bad,Nile 1—)7 pours)require sPeag popgom ,,.Rotor to C-M 1@ -318 F-K 103 -21 scaled plate plat datails for spatial pnNonirp M-D mxia-1%6 G-K 1% -331 requremd.% D-L PO -t% K-H %5 -142 E-L 153 -267 232 - 9 Pudim L-F M -1% 1-1-J % -7-79 In lieu of grudurd pends or ngg c phn,,use W dins to laterally brats droNs as fdlam Chord Sp rb n pier ob) Slaa(fl) En li TC 24 -1]1 3202 BC 15 OAS 3242 Apply Wd,nbto any[hods aL va a"Ida fillam 8124.OC unless shoat othewnse above. Logo, Truss passed elle[,for 20 Pat ardiliorW bottom dlod 11v°Ioa]i^area°wnh 42'-h,h%24^-wide dearanae NOTES: (TO ,.TM1is Crann915 tM sulAmtt 9Ns(wlnerYlrtm. PMltimWimeu3au euainPem+N NU WUJMt9.itCWe9L511N. moxa b.uud it mpmm..m m.,imnemsa qw antg itwlnot. z.PTe%1Mm1%via.IC�.namewtM or Jn Ppmi TxAMrgy ec.Eluate CwiOns.1 F1vMe Eva—, auNmas No.lsn-414s sworn Pan caun.sNm 402 1mascedn..a3xa4-at4.exi sztt APEX TrueHouse PS..d N Nwaa JaEW 1.wi art B 145' a No a.wwM PE W.fi[639 PE No.5M44 PEW.]A9 PE No.00198 e9873 PIY1 SEON:1)43)/722/HIPS TOB SaiMall-1890 py: t FROM: DRW: w9l:2zs.4lea / ... 061 EV T �Senl aG �a Xa3Wnl IIIb S °� xRo IIT I q noi 1�1m� .In sne-1 slur � mt. . _ tos. ax Loafing CKWklu, WMtl CrIMda arts SnMV CWwsa( P, PSP, OdgG4l CrNeda srr ♦Maxioum Reaudders IMI) TCLL 20.00 Wind Se: ASCE7-10 Pg:N, CC NA CAT:N# PP OafemNt In roc Utle11 L/M Loc R I U I Rw /Rh I RL /W TCDL: 7.00 Speed: l]0 mph R.NA Ce:NA VERTIU-I: 0020E 999 T)5 B 010 /- /2001- I1% I35 BCU: 000 Enctosure:Clued Lu:NA CC NA VERT(TL): 0.051 F 999 P5 M 1201 /)5 /520 I- /- I3.5 BCDL 5.00 Rist:CeeOoryal Srlox Duufon:NA HORZW:0.013M - - I BM Nt /301 /- /- /3.5 On Ld 34.00 EXP:B HORAR):0.020 M - - lMM io rear m Issued m MWFRS NCBCLL:10.00 Mewl Height 15370 COAIMMCcr Clomp Factor:1.5 B Min Brg Wdlh Rat= 16 SOMI: 2.00 TCDL:42 pat Beg CMe:FBC W10 RES Mm TC CSI: U.5W M Min Bry WeM1 Req= 15 LOed Durefion:1.25 BCOL:3.0 pat TPI Eger 200) mrs BC CSI: 0.509 1 Min Brg Web Req= 1.5 Stet,20.0MFRS Parelle Die:h to 2h Rep Faawa Used Yes Mm Web CSI:0.424 Beatings B,M,B I FPPer,=Stupid CBC Diel o:3.m It FTMT:30(Oyl D(0) Mfg Emitted Cee r: Gu3P:0.18 Mase Type(s): Meetinum Top Chord Forces Pw Py(lbs) Worse Duration:1,60 WAVE HS VIEW Vw 1701.00E 0525.1) Chorda Teu.Comp. ChorM Tena. Comp, Lumpur Wind A-B w 0 E-F X7 -671 Vese Se:13B(Eeectie 0/1/2013) Wire loads eased m MWPRS wish addNPrW CBC -D 15 -2W G-H 100 -0.50 TOP entire as SP M2 rmmber design. C-E 115 -5% We chole 2110 SPW1 Rght eM wltiaal not supoeed 10 wind pressure. Ween 2x1 SP i3 Lumber value kid'13B"uses design values Additional Note Maxima,Sor Chord Fennel Per Py(lbs) appmwd 113012013 by ALSC The overall height Of Mia Were noduding werharg is Choice Tem.COmp. Chorda TMs. Comp. Endng 10-167, B-M 1W -119 K-J 3% -92 (a)Cmgnwus lateral restainl st lly spared on M-L W -52 J-1 0 0 member. L-K 5f9 -169 Finding Nmes Widened Web Forces Per Py/IMI ("))Pleats)Ieguim speaal Nonbinding.Refer Wo Wells Tell.C p, WeM Tem.Cmnp anile pats pa Peaks for apesd posNOning lequhremems. C-M 1% -30.1 F-K 105 -138 M-D -Wt K-G -101 NO Purlins O-L 699 -i-InG-J 1%192 -tlC In feu M structure Pends Or rigid endingL-E No -345 J-H R1 -161 IO laterally bxe chONs as fdlosee use Wllina E-K 10.1 -% H-1 261 -9W CIwM Spxing(in Oc) SbdIR) Engle TC 24 -1]1 32.42 BC 120 0.15 32.42 AWly WdinsWanychoMsaboveor Ml filk W 24'I unless&hewn otherwise above. LoatlNg Tress Pursed cheer for 20 pat additional MHom dhertl We lose in areea with 42'-high.24--wkde aearenPe. NOl Thi1 /r� 1. s haw !e npnol sMbin gmt note tenran "re"Nore'"s—orl—loMirs dr,Was Omnry,IMWe BC611 M. Talvli ne—.1 matin ...do,odsxdxn Men dean lnaralnlion. py 2.Fpx TethWPyia.fiYtiwanme wants EyJnepextMmbpy lric.FLhMa CnPuaton FbMp Pr +1 Biomass Norya)-47456u11on Park Coun Sun.Int AGSornek FL 33234.9y.e2t 5]Ip 9n°°r APEX [TrueHouse E'Nw°°o'WB]91�n PEWS ENo 71457 PSE„;R Ne% 899J PIY1 $EON:1742]I T291 CONN SaiRah-16% Oy:6 FROM: DRW: T11 Wgt 312311m / _. C8IPd1T 753 98' 144'12 ]1' 2TT 3]'Y4 Mff12 41'1'3 447 753 Y4 5'78 ST4 4T ST4 ST9 24 TS3 T .5)F7l"4 a51tGf'1 T F3%46 H a3YA 12 4 p p 6 45%7('9 (•) 1151 (.) law, F Y B �vMD Jaats Krar, 1�tat-2 15.-",9 w .S%7('9 0 .Salm J%4 111 —9712 3198 Tt'12—i 4. 229 1 fi1Pt2 I 51"12 228 73'! I'49 19 2479 3J'2'I 391 4158 / 'I Loafing Cringing lMW1MComda Snor GrlMrla IP9,PIN PSFl DSMCSI Cribris A Medmum Reactions 111,15) TCLL: 2000 Wlntl Std ASCE7-10 Pg:NA Cb M CAT:NA PP Oecaman in MCUMI Ug L R /U IRw /Rh IRL IW TCDL: i OD Speed In mph R.M Ca:NA VERT(I-Q: 0.019 P 999 381 B 353 16 1159 1- /223 135 BCLL 000 Endoxum Closed! Lu:NA C. NA VERT(TL): 0.080 P 9119 381 R 1661 128 /700 I- 1- 13.5 BCDL: 500 Risk Cdegky:11 Snow Duration:NA HORZ(LL):0.015 N - - M 1528 110 1619 /- 1- 13.5 Des Lot– 3200 UP:B HORZ(TL):0.027 N - - K 317 /19 1175 /- I- /35 NCSCLL:1000 Mean Heght:15.37 fl Con l mNc CNlmla Craep Fedor.1.5 Whit reaction baso on MWFRS Sdps: 200 TCDL:62pd Bldg Coda, FBC 2014 RES Mm TCf I: 0.519 B sit Big Width..1,Req= 15 BCDL:30 TPI SM: no Ne BC CSI: 0.470 R Min Bq Wldth Req= IS B2.0 rMly2Duration,'125 P8 M Min Br,WMM1Reg= 15 Spedng:200 ~RS Pm 4.86 Dig:hto 2M1 Rep Fatima Used Yeas Mfg YVab CS1:0889 N Min Br,R.MM1 Req= 1.5 CBG DiMe:i:06ft PT/RT:30($):IXO) Mfg SpeNMtl GmWr Bnnnga B,R.M,BKFcpary=%SpN. Gado 0.18 PMN Type(s): Wind Duration:1.80 WAVE VIEW Vr.160201.1215.14 Masimum Tais Chood ForanPare PN(IM) Lpp1imer Ciliates Ten.Com, Choose Tans COW. Velum Set l3B(E4ed1vee/171013) WM Jorge bei on MWFRS won additional CBC A-B a 0 G-H 485 -1189 Top alwk 2x4 SP p2 member tlev9n. B-C % -m H-1 351 -1191 Bd chard 2x4 SP SSAtltlltbnal Noma C-D 1% -615 I-J 214 -582 Wens 2154 SP art WARNING:FurnsM1a copy dtnis DWGla the D-E 291 -936 J-K 175 -138 Lumber value set'13B'um design valuesWARNING tuMrador.Bracketbass,must too token E-F 4% -910 N-L 35 0 approWd 1/30/3013 by ALW Curing hn atllin0,ranting end lnYdlmim d Wgare F-G 3% - Sea Y ARNING'mm below. &acing C knee,m Bol on, Foran Per Ply ens (a)Con4nwus lateral reslraiM aryelly spacetl an 10 0.7 mII M1eigMd NlsWnevdutling ovetneng is CMNS Tena Camp. Gmka Tene. Comq. member. 0-S 1% -112 P-O 961 -W plrting Ndn S-R 151 -112 O-N 492 -23 f lI plte(5)requirespxialpoai9anitdioniW to R-0 131 -125 N-M 99 -1% xalW plMe pd tlelailslor apodal pasilionitg 0-P 901 -19 M-K % -125 requirements. Mail...Web Pas, p r Ply PioneerPioneernWens Ten.Gmp. Wats Tens.Camp. In Neu of slrvdural Pantie ar right.1m,use Potline Iab1en11ybramdmMsasldlows: $-C 1% o P-G 2L0 -% Crow Spednglinoc) Sran(8) Eakid C-R 10 -425 G-0 169 -102 TC 24 -1.31 4959 R-D 2%-1374 O-H 204 -SM BC 75 0.15 09.44 D-0 1123 -212 0-1 692 -102 Apply putlinabeny cMNa ebave Cr Mlox filler E-O me -331 I-N T79 -956 at 24'M unless dmxn NM1ervAm soon. 0-F 20 -201 N-J 104.5 -174 F-P 411 -3/ J-M %5 -199 Lntlin9 Trvaa passed dledt for 211 par andi Tonal bdlan tbord Nue Ioa]in areas with 02"-0I9M1 x 24%witle do.. e. NOTES: /r)TH 1.7M.Jmxn9 ie�olsuMamtalm.br'xWNEm. Pa]ilbrallnM�tLm.annP.MiM IMmNn ha/MqINW.9C511L]. 1r// :nouece�:.a i�oMrv�monwm m..mlen�.a pure ewwpmmll.mn. z.PN�ixhmlo9Ynefiddma�ume enm40yJ®Aem TetlnWcpY llc."W"CnPwarm. FbnGbria.— aaanmallo.7u7-muswonPax�onsa.402.J.awrral.,FL3az4-ab1.u1.5zm APEX TrueHouse PEW ainal "' P N W PE No"may Pe'��m" 69873 PIT SEEN:17430 I not I HIPS SeeMMF1698 T12 Witt FROM: DRW W : BI:308.OIbs / ... 08112117 r3^4 lets tp xaPe zpr 3rs11 atatx 4er r3'4 5'1P 5'1P11 53'8 53Y 5'1P11 S1P TS4 .E]I'1 tl31Fl4 3 .5x]1^1 G T 6 � Ia%5E He� 6 wIX7l'gc le) (e)lel T5 Ia-�-I J- tl2U.5X] P O IN l'® P3 -3w .exan on. as Is tl�4 r—prix -k 91'p8 11'12-- 1'4 in 1x x6' p!4 $39 SSB p4.4 Zp' T1Y2 149 1' T1'R pTt 18 3(SB xpT 3S1Pa 41's 4pT l LamInSCrllarb lw0 Wim Cd & Snew Cdbds lP9RIn PSE) EtlNCSI Cdbda A Maximum Reacgbm lieH TCLL: 20.00 Wind SM: ASCE7-10 PIT CI:NA CAT:NA PP Deflection in be Goal l/p LooR IU IRw IRh IRL IW TCEL: ].W Speed 130 no K.NA Ce:NA VERT(LL): 0A51F 999 381 B 381 I6 /1891- 1204 /05 BCU 000 EMosu.:almostLu:M Ca,No, VERRTL): 0.091 F 999 391 0 1]14121 /668 I- I- /3.5 BCDL 5.00 Risk CMegmy:11 Sol Combat:NA HORZILL):0.022L - L 1546 19 1601 I- I- ISIS Des LE: 3200 EXP:B HORZ(TL):0.038 L - - J 329 /24 1183 I- /- 13.5 NCBCI110.00 Mean Height 15.008 Cpb/Mbc Crbada Crcsp Facar:1.5 Wintl reactions based on MWFRS Soft 2W TCDL:4.2 part BMg Coal FBC W14 RES Mm TCCSI: 0.555 B Min B,Width Req= tS Lor Eager.:1.25 BOOL:30 pear TPI SIE:2007 Mu9CCS1: 0511 0 Min Brg We Rep= 2.0 Steel 24.0MWFRS Panel Dil h to 2h Rep Factors Used yes MaxWeb CSI:0.88] L Min Brg WitlOReq= 1.5 CBC Chat a:4.880 FTIRT'0610X10(01 Mg Spectfied Camber J Min Ery Width Req= 15 GCN:0.16 Plate Typela): Bmsm,s B.O.L.B J FCPery=595pri WiM Durllon:1.80 WAVE VIEW Vc 18.02.01.1215.14 Maxmum TeP Chmdermtl Forces Pm Ply 1111m) Lumbar Wintl Cfth TmaP'Chad CMme Trans. Come VeIm SM:ln(E0eetwit1I2013) Wrad lastls based on MWFRS arm addNonal C&C p-B 35 0 F-G as. -1r, Toptlerel Spill b45P M-39: member design. :T4,TS HW SP M-31: B-C 65 -229 G-H 414 -1ON Bal erased 2x4 SP 41 Additional Notes C-D 190 -83 H-1 262 -714 Walter 2x4 SP WARNING:Fumishampyof Nis DWGbihe D-E 305-10% 1-1 171 -151 Lumbary.Leset'13B-uered,lgnvolues herallalion cennactor.Still expe muM m taken E-F 431 -1043 J-K 3s 0 approved l/3W2013 by ALSC See during handling shipping red mainland.of trusts. Maximum But Choral Forcn Per Py plea) Bradng TM assall heghl of this mus,excluding ovedtang is Chum. TureCur, Crems Tem. Comp. (a)Continuous lalttd moral cymlly spaced on ember S-R IS) -108 O-N im -& R-0 188 -109 N-M 905 -121 Plot,NMes O-P 522 -58 M-L 83 -W 1(*19Pba(s).quireswazl Wsillomrg.Reform P-O War -40 L-J 7J -in exagand plate par dral for spm..Po stuari ig regdrental Maximum Web Forces Per Py(Ibs) Weas TmaCanp. Webs Tem. Come Putlina In lieu of structure panNs or amid ce0iM use Putlina R-C 19 -21 0-G 1n -91 to laarallybram%TOMcaefog. C-E In -346 G-N 1B5 -2a CTC. Bp 2 g(in Pcl Strad Emle) O-0 Me-1374 N-H Wa -39 -101 4989 D-P 512 -45 H-M 201 -799 BC 75 0.15 48.44 E-P w .1% M-1 1098 -150 APPY Wmi^%b any cmmrtls abmremr Mow fillers E-0 3R -115 I-L 355 -15x6 re 24'OC unless shown he..atom. F-0 135 -289 Leading T.m Pmsm check for20 Par mddbon l bammm a.m rue tom in..mann 42'-hgh x 24'-wtle Eemance NOTES: LThueHouse Tihw ree ay i.nw man.m masam rn.uramn. ne Area ...... nwnvlm mi.wxeadm4re.im..Bcsnm. should a.m.nmri�nmm�Winne arra%wan w.n.4wmin.mnnion. -Asst TewrnkWl%efitiowanam.wn♦yby4n6peaT�suoulrc Fbnm Cespaa4m FbnN Fnpinm Buenas M.]547-a]45 su1pn P.M1 Coun,51X.4@,JaG "e FL3x224-m4B21 SW APEX PPE No 806.�� E No NIENI FE No]145] PPE No age" 685]3 Frya SE0N:174M I T32 I Hips 69873 -1695 SeduaOIY: 1 FROM: DRW: 713 W91:299.61ti I ... O IV17 ray 9'Ya tT SfTS 317 aun 41'31 6Sr Tay 14TIB rY5 T3R TYB 2dx TTp T •871', kw -SGt T O a :� 4%50 H\Yid b w71-IC 1al lel p) \MDP) m TO la uuIf 15 a%PBx7P1 -NJ wa%a9('1 -]N .5%71�).9)k 9712---------k-31. - 11'12� ppa .y nre nn iT zp^4 n^tz 3'p'S f• T rt^12 + 96' 1r za39 3+r 39+ Hsk ^I Lwdfl,Endures lam Wlnd Cr"da snow CrKeM(Pp.Plln F6Fl DefflC31 CHbda Amax num Reacdbmloos) TOLL: 20D0 Wnd SM: ASCE?-10 Pg:NA C1:M CAT: Defended Defed in Iw I1dM IJM Loon IU 1Rw /Rh 1R iW TODL TW Speed'. 130 mph PI:NA Ce:NA VERTILLI: Om1 F 999 383 B 367 17 1171 I- 11M 13.5 BCIL: Go" Endoaure:Gored Lu:NA Cs:NA VERs 0.115F 899 3W 0 1581 In 16751- I- 115 BCDL: 5.00 Risk Cmegory:Il Smw Dulason:W, HORZILLy a.015L - - L 165019 1595 /- I- 115 DssLd: 3200 EXP:B H0R4TL):0.027L J 320 129 /1861- 1- 18.5 - - ed Morn Hai h1:lEwift Cada l Mkc Cdlxla Creep Fader.l5 B reah,Wi RNI 441.5 gold, VVIFRS :1000 9 B Min B,gWtllh Req= 1.5 SORM1 2,010 SEEL:6.2 on 91dg Code: FBG 2011 RFS Mm TC CSI: 0.526 O Min Erg WWM Req= L9 Lard Duration:1,25 BCDL:J 0 pd TIPI Re,Fa: 2507 Max BC CSI: a.3% L Min BM WMM Req= 1.5 SparirM:26.0^ MWFRSParallel 486Dld:hlo 211 Rep Faders 10(insed! Yes Max WebCSI:Crue J MIn Bry .L. Rty= 1.5 rp CBC CiGa.4.860 FlawT: phs,:IXO7 Mfg Spedfied CemLw: 8wdn9s B.D.L.e JFapem=565Pd. Gndion:1a WA%`Type(e): Wled Dumbn:1.110 WAVE VIEW Ver 16.0201.416.16 Maximum Top Chord Folua Par INYTens. C Lemur wine ChComp orda Tem . Chords Tens. Comp. Value SM:13B(Eft%.6/18013) Wm loads based an MWFRS ai+h Mditloml CBC A.B M 0 F-G p% -1162 Top Glad 2s4 SP#2 T4,TO 2x4 SP Y1: memberdesgn. B-C 75 -242 G-H NO -1131 Bm&ad 2x4 SP 01 AddMwM No" C-D IM -49 H-1 251 -585 Were 2x6 SIP#3 WARNING Furlvaham dints DWG,otM D-E NO -998 I-J NO -165 Lumbervalue set'13B"uses design values E-F d%-1162 J-K 35 0 o.2d 113N2013by ALSC instrission wifthel SIwuM rare must he taken aPp during handing,shipping and installation dtrusws. C Bred, See"WARNING^note row. Maximum BM CMM Form Per Ply llml The overall hdgMdihia imss exGuding ovemarg is mrds Tena CompC . Mrds Tens. Comp. (a)Cwlinuous lateralreslrainl wually spaced on &10 7 B-R 1% -97 O-N 975 -117 member. R-O 1% 7 -97 N-M _81)3 -P PIa11n9 N. O-P % -99 M-L 73 -93 Refiascared paid .oeduls Wr Ipa 1poseasne P-O 516 -% L-J 76 -121 ,u. qGe qd dalails kr spinel pov5arnllg requirements. Maximum Web Forcer Par Pry(IEsI Weds Tem.Comp. We, tem. Comp. Putlins N In lieu d abWwtl para or hold wiling use prare R-C 0 O-G 1'A -76 0 latemlty oraca chorda as+ollova: C-D I21 -352 G-N 75 -126 CMN SPadng(1n w) Stadlfl) EM(fl) O-D 358-tJp2 N-H %1 -% TC 24 -1.3, 49.89 D-P tOV -161 H-M 232 -905 BE 75 015 48.60 E-P 150 -344 M-I 1044 -226 pppty pudinsrowy chords above or btlovfillen E-0 5+5 -142 I-L 3% -11Y+ a124'OC unless shvxn olhershis above. F-O 1% NO Loading Truss pa sex chedrtor 20 ps+addidonal bollom Amd lW IoM in areas with d2'-0yh x 26'-wide dwranm. NOTES: /r` 1,TNsal"..anmeMaem Wcml mosextimpame-anaM1vdma uunWm+M 1n'ubuw M1eriM,IMu0a 60511-03. `1// \\/+ wWE Ee used In arjmmcnuMlM a�mnewalgw Euiry YaltlleYn. TH6i armxbTN:1.55u1mb1Eari a1,,W-1drr —I.11e.F1'.2.--9d9]G W Fkn4a Fn9imer a�r� ` APEX T ueHouse PEX I�6fl'b�i FEb.564i� PEW 711457 OPE N'BM99�m 698]3 Ply.t SEON:1]4]8/T35l HIPS SaMeh-1698 T14 Ory: 1 FROM: DRW: WpL 294.OIba I .. W12117 T3"5 19 21'715 2075 3Yl Ot'Y13 HT 033 09')1 M6 ow 8'4'11 TY13 Ti'4 .Bpq .FM Anew( 1 -Y G I 12 J B p I6 .ws,q'Tc N. zz�a H.u]rl P ln'a B I�� R 0 P t1.11 .Soon .Btp("I nYM .SC]('3 n1%4 �Britt } 31•98 r1„12 1 p'4 T1Y3 201 4PI -In 8215 5119 5YY 201 TP)2 1L'6 I' 01'12 99H 14172 2)'715 RT41J 3357 3098 tT5' 4nT l LesdbMCrR lagoo Wind College ShanecoNgievotpop6F) OsWCMCnbNa ♦Maximum ReaHloes(1ns) TELL: 20.00 Wmd SBQ ASCE]-10 Pg:NA D:Ni, CAT:NA PP Ddtedim In I3c Ude0 LM La R IU lots I Rh I RL /W TCDL 7,00 Speed 130 mph "NA, Ce:NA VERT(LL): 0.068 F 999 3]9 B 353 /- /164 I- /166 I].5 BCU 0.00 Engosum:Cldaetl LU:NA Ca:His VERT(TL); gain F 999 3]9 O 1]69 138 IB]9 /- /- 13.5 BCDL Sao Risk Category:11 Snow Consim:NA HORZ(LL):0.024 L - - K 1501121 1802 I- 1- /3.5 DBAL1 33.00 EKPB HORZ(TL):0.043 L - I 305 122 11631- I- 13S NCBOLL'. 1000 Morn Heigh,:150007 cad.l Who Cmsih CIwp sector 1.5 Wind exagaos baht on MWFRS Soffit 2.03 TCDL;42psl Bldg Cade:FEE 2014 RES Max TCC51: 0.915 B Min Big Wmh Rex,= 1.5 Load Dumipa 125 BCDL:3.0 Wi TPI SM: 2007 Mm BE CSI: 0.341 0 Min Big Width Req= 2.1 Spadiq;200' MWFRS Peauld Did h 1.M Rep Peones Used:Yn Mas Web Cil 0719 K Min BM Width Real CBC DinsOB.R FTI_ 30(OYlo(.) Mfg Specified!Camber Min Bry WMh Rex,= 1.5 GCO:0.18 Plate TWe sy Bmnlga B,O.K.B I Fcpem=565pn. Wntl Dure8on:1.80 WAVE,HS VIEW Vee:1701.00110525.1] Maximum TOP Chad Famine,Per Py(Ina) �^� Ina Vitus Sd:13B(Ellagiue WV2013) Wind bads Based an MWFRS with addiA«uI CBC Chards Tena.Cam, Chords Tem Comp. Ton dual 24 SP Y2 mender deagn. A-B 35 0 F-G 429 -12R1 80 mane 2x4 SP 01 B-C 19 -217 G-H 251 -624 Webs2x45PM3 Atldd...I Notes C-D 355 -Zt H-1 PI -110 Longer value ed'1313'uses d.agn value$ WARNING:Furnishaaamot Nis DWGlothe D-E 411 -11V I-J 35 0 amewM nal 113012013 by ALSC blmon wgraq« id® bet.Specre man E-F 411 -11% dudn9 handling,shippleg and innallalian W Vusem, now,below Bracing So."WARNING n . Maximum Bat Cham Fomes Per Py(gog (a)Cominadus land renaim equaly apgmd an The overall height 0 this Bass smooth ovemergis Come Tem Comp, Chows Tens. Comp. memBer. ]-10-]. B-R 141 -104 N-M BIG -96 Plating Nobs R-O iD -106 M-L 919 -99 ( D-P 611 0 L-K 99 -1n")ll plde(s)require spedal Pdsigaglig.Relee l0 P-0 SO 0 K.1 10] -206 reqmremeg ua. uisomea plan tlelaila bespadn pongonin8 O-N 12]] -1% Posting Maximum Web Farces Par Ply pita) In lieu q niunung lends or rigid railing use patlins Wome T--.C—P. Wens Tena Comp. 101den11y bare mime esidlaws: Chad SPad,din«) Shat(ft) End(b) R-C 181 0 F-N 127 -188 TC 24 -1.31 49.89 C-O 21 -SD N.G 461 -115 BC 75 0.15 40.44 O-D 343-1590 M-G 229 0 dp AypuriunlessshoaynoN aoD rdi Miers D963 -P w 0 G-L 17] - O 821 -232 L-H 1021 -145 Loads, E-O 189 -319 H-K 419 -1507 O-F 48 -330 eau paaed metltl«z3 par aedlbnal holnm mom live Ioatl in arms with 4r-ni9n x 24”-wise dmmnce. NOTES: �'� I.Tvedmnna--oguetam.'arami.em.Adxe.hn.oax pa,A4Mi ,haN,, mimsaapC,,, Try TT awebsa.ed��w xnebnwehdwwdyenamnae.duaNNPalldidn. 2A TxNckey i..Sanxis —ad dy Jgpp.x TemmbW lnc.Fend.capare,I.n. Fbnda d Enpnr ay aAnNxh]54)-47456NbiP Cwn.B.xe,,Jaxa a.,R3zYN-83p.e3l szo0 TrueHouse ENo "' P.No ox ;:1 IE No BedBb APEX 698]3 Ply.t SEON:1]4321TNIHIDRW: PS SaMaM1-1648 Wg1:310.21b FR I ... 06,12117 Tis 4TB 17 14810 N39 291p6 351' 34„ — 4BT' gry 3(9 S . 59'1/ s'6'1I SB'10 54'/ YPR wN7I1 )) .3X4 .Soil') .U4 real rehi D E F G H T ,HDM, 6 � a _4Xq-) lal l 1a A G N M L 111 .Sail") .51 =/X4 =Si7( 1 wSx71"1 9T,2�-23i9 16312 —a 499 sC4 r,r13 1°11-12 69'4 49'3 L41.Y 9PB 163"13 34'37 3S3tl 364'8 46i' LaetllnO CrbMalPeO Ward CHleda Sam Creeds(Part M PSP) O fil Clued- AMvimumIRY%Bent lIRlbaN) Lb R U IRw /RL IW TCLL 3000 Wntl SII ASCE7-10 PI NA CC NA CAT: 1 DeSe 00 loo t/Oeft9 UB B 488 1]5 1245 I- 1149 13.5 TCOL 1.00 Spee¢ 130 mph P1:NA Ca:NA VERTILLC 003]P IN 269 BCDL 0.00 End0aurtgon, 11 Lu:NA Cs:NA VERTIIL): OD]J P 999 389 P 1172 11M 1474 1- I- 13.5 BCDL SW Risk Csee9ory'.II Brox DUMMn:NA HORZILq:0025 P - - M 1728 1184 15741 13M I- 1- 13.5 MORZ(TL):O.N9P - - J IN 1331 - I- I3.5 Des LO: 3200 EXP:B W nultl reedg W baerdan MMRS Saint:10.00 Mean HeipMa'.1600 B Bl g C Mik FSC W14 peep Far 0 NO P B Min Br,Width Rad' 1.5 Bpgg. 2.00 TOOL:4 2 BIOS Gordr.FBG 3014 RES Max TC OSI: 0613 M Min Bq Walh Req= t5 TPI StI 300) Mu BC C51: 0.813 Spad Dg:24,01.25 BCDL:30pal M Min Bq With Req= 20 Sparing:340' MWF RS Pleaded:4.86 Did:Mbh Rep Feriae Used:Yea Mfg Web CSI: este J Min BIB Wish Req= 1.5 CBC Dld a:4.868 FTIRT:30(OY1go) Mfg SpedBed Centel Beannpa O.P.M.BJFcperp=Mignon . GCpi:0.18 PNle Typals): Wind Dur P:0goon 160 WAVE,HB VIEW Val:160201.1215.14 Mvimum Tap ChoN Forte PW Py 11b) Lumbr Wend CMN Tena Camp CMN3 Tena.Camp. VAm Se1:13B1E0edive6l1rzOt3) and loads basardan MWFRS with addraml C6C A-g 3S 0 F-G 295 -591 m T chord 2x45P p2 ember design B-C 133 _M7 G-H mi 0 Top 3sSP p2 C-D 24J -3Zi H-1 30/ -549 gon X4 o4 f B3 Additional Notes D-E 285 -6M 1-J 1N .MS Webe3 Lumbr4SO sel'13B"mea Design values WARNING.FurmcnawpYdNia DWGlo Ne E-F 395 -MI J-K 35 0 tl1OQR01313 ALSC insWMtion oonlmdor Sprouse urt must be taken appro+e during handling.shipping and IndAlselon of a deass. Maxlmum Bot CM1ON Farces Par PN IIB) Bracing Sao' ARNING We below. CMN. Tena.Comp. Chad. Tens. Comp. (a)Cominuous katal rolraim equally spied on The overall helgM of Mia,mss excluding overhang is 616]. B-P 34 -i9 N-M 03 -m member. P-O 391 -% M-L 10:1 Plan,M. O-N 693 -76 L-J 430 (..)11ale qm delzils fiscal po&ianah,onernaNe r III IMSImum Web Fares Per Pit Ift3) warred pPa . We, Tene.Camp. webC.P. Tena. C lls C-P 383 -475 N-G mi -164 P-D A -i@ G-M 313 -1017 In[ON datmdural panels ar d9O Cada,use purses D-O 1% -91 M-H 514 -653 blhord bramalginoc) loxes O-E 135 -233 H-L iN -95 CMN Bpadn9lin oar Sunn310) Encin49.89 E-N 65 -236 L-I 302 -489 -1 TC 24 -t]t / F-N 13J -2% BC 75 015 ara8,4 e Apply un a any dross above or belaw611em el OC 2a•oc Nmasa anawn dnereiae store. L dag Truss passed died:for 20 Mi addNaWl bo ban MON We load in areas wdh 47-Ngh r 2/'-uncle droararce. NOTES: 1.Thus s inions nor all sons"i lneunewniom.onal me.ore acwmo.nMre Mrvuae dmmll,sid eees[,m. ) Nwdd as wain—onmon"in as --a el"dw.a"Noon' 1.OpzTedMlo9y YaFtdtious name wnM EyJUApex Tetfrology Inc,Flo,de Louise . Fnnm Eryineer Buanue No.isai-4745 Nor-Poor Can,aria 409.Jii"Namils FL 32224.9N.d1I 52W APEX TrueHouse E fiGmasnodavekl ENoSeM� PE Noa145 PE �:4s w� 69813 SMMaM18% PITOM:1]438/T3]IHIPS OR, FROM: T18 Oy: t FROM: IXiW: wµmo.4lM 1 ... %ltvn rC 11' t6B10 6'39 Int's 3]r aTV °4r 7� S8" 58'10 = ]'B'id 59'10 36- ]6- .Enl–) saw .5x]1'1 sal al L3x4 x T1: 0 E G H 9 � D T . ) Id d) a4%51� 1� a B A J P 0 N M L K --1 .sxry'9 sal .8x91.9 .win .win • 323'4 F°- 1T Sal 409 9Y19 11sal 1r .y� leas 24aa 324u 3rr 44r Loedirm CdnsrM(Pat Wind Cril U.CXMXa1PN.h6 , NMI'Crus". •Magmum Raactlona llbal TOLL: 20.00 Wintl Std ASCE 740 Fol CLM CAT:N PP DeBatlion in loo Uden LM be R IU /Rw /M IRL /W TOOL: ).00 Speed 130 mph %:Nq Ce:NA VERT(LU: 0.098 0 999 0% BOLL: 0.00 Enc osure:Closed Lu:NA Ca:NA B 10% /139 I d% 1- 1128 135 SCOL: 5,00 Risk Cal VER L): O.t94 O 998 3% M 10M /289 /]% /- /- /3.5 egpyal S.Dureemc NA HORZILU:0031 N - - J an /48 /250 1- 1- /3.5 Om b: 3-2.00 EXP:B HORZ(TL):0%2N - - Wind readoms based on MWFRS NCKLL:10.00 Mean Heigh:15.00 at Goch/Mhc CmwM Creep Fall 1.5 B Min Bq Won Reg= 15 Soleal: 2.% TCDL:4.2 Par Bldg Code; FBC 2014 RES Mm TCCSL 0920 M Min Bq WMm Req= 2.5 Load DuNai 125 INI 30 pat TPI Slid:2%7 Mar BC CSI: 0.815 J Min Bq Width Req= 1.5 Spatial 20.0MWFRS Pam11C Oist:1,12 to h RW Faders Used;Yea Mes Web CSI:San Beedngs B,M,8 J Fope,=SBSpd. CBC OMI a:4.061 Ill 3010L10b) Mfg SpetlSed Camber, GCp:0.18 Plans Typel Masimmn Top Chord Fort Per Py gba) Wind Duretlon'1.60 WAVE VIEW Ver 18.03.01.1215.14 CMOs TBm.ComP_ Chad. Tem. Comp Lumber Wind Al % D F-G 2]0 410 VNue Sal:1313IE8ednn61112(113) Wind pada bmM on MWFRS vtllh ateliarel CBC B-C 509-16]° G-H IN -14! Top dead 2,4 SP 02 memberdeaigrt C-D 4%-1409 H-1 424 -152 BM Mord as SP p2 D-E 451 -1301 -J 354 -dD WeM2sd BP1p AtltlNPnal NPM E-F 2I0 -744 J-K 35 0 Lumber v&ue sed'13W uses tleai,values WARNING:Furnal a Appy M bas DWG to the export 1l36r2013 by ALSC installation wnlroxor.Spatial nre must be lateen Nashnum Bet Chord FPrcas Per Py 116x) during handling.mappng ornamentation 0 buttes. Chords Tens.Com,. Chords Tem. Comp Bracing Sea'WARNING'rote below. (a)Commuous lateral reslraim equally,spaced on The Memll height of this boat modutlirp membang is B-P 1°S2 -31° N-M 3H -73Dmember. 5-10-]. P-O I= -207 M-L 219 -3A Pled,Notes 0-N 12% -M L-J 316 -29B 5'910 PII require spatia'Positioning_Reform Maximum Web F.at Par Ptyllba) pMle pot details for Spatia'posNonirg Webs Terb.C. P_ Webs TMs. Camp PUXina C-P 1% -324 N-G 9% -468 D-P 3& -94 G-M 476 -1014 In lieu of Sruouml psnexorrgitl roiling uSa Wrlina D-O 14 -TJ M-H 'BO -M to lalwMly Max[lands as lolbxa: 0-E 137 -5 H-L 3% -111 Cord Spiel oc) Blanln) Embi E-N ZZl -]% % L-I 218 -3 BC ]5 24 -131 49.69 F-N 1% -454 0.15 48. Appy Purlins to any moole aboveor thal mlem at 24'OC unless Mom sess,,as above. Loading Truss passed Uecl,for 20 x51 addil l hotel drool live load in to al 42'-Mghx 24 do dears. NOTES: � t.Tn.,era..nanr�or.armp.mwom Nrnam:emene,w„a1me�..tior.w,amp•nr�e maw.a dwrry.mmw.9rsilos. eMpa ce useam win tlroeruileauw pwu ynnp imuuaem. TgV.Tx royYiva epgaM.wnM EYJ4Me.TwhrolmYinc.proda Wgmses, FlmdF 9uunox No.]51]-4]455utlon Pyk Caul,5wIo4O3,AbaonHI6 FL]Y1N-pp1.8$1.RN minty TrueHouse P N E No�,w HE o M,� PE o�" d APEX 69073 My:1 SEDN:1]6911 T25l HIPS Oy: 1 FROM: DRW: SNah-1698 I ... Ofl IX17 T17 Vigil:245,0 los s 1059 Fv 2d'3.9 3TI" dPr g T40 T1Q' T1T9E 9 .5K71'1 .3X4 .a]t'1 .sxs .sx7l� 12 L 0 T2 E G T . K a, a N bin H I g 1x A M L 111 H .ml'1 .5)(7,'1 vs*al••l .5x7(^3 .Win 326,1 16512 I• 91^1z Tad 0,9 BTS rPd srtz 'da F 91"12 16S zP3'0 32Y 395Y at, Lwditlg Crania(Pan WIPE Crllede Snow Crhoda ,el In P3N Ds=SI CrBarla aMWmum Rw&bne llbal TCLL: 2000 W ho S1: ABph ]-18 Pg:NA ce N4 CAT:NP VEW(L xm:011 t0 l/tlM IM LaeR IU 1Rw IRh IRL IW TCDL: ].0 Spwd: 130 mph PF.NA Ce:NA VERT(TL 0..10 Ings) 38) B 1031151 /6891- 1109 13.5 BCLL: 00 Endotax:Closed Lu:NA Ca:NA VERT(TL): 0224D 999 307 K 19901250 17471- 1- 13.5 BCDL: 500 Mak Category:11 S.Durelion:NA HORZ(LL): 0.033 C - _ H 05 rta 164 based m1- /- US Dw Ld: 320 UP:B HORZ(TLI:11.06]C - MwnHCINa$.00a CgdelMl.cO do Creep Fantgc l.5 B Min Bg Wath Rw= 15 Said: 10.00 9 K MIn Bm Wdlfi Req= 2.3 Said: 2 0 TOOL:d 2 pg Bldg Code:FBC 2014 RES Mar TC CSI: 0.813 H Min Bq WKah Req= 1.5 Load Dumbil 1.25 BCDL:3.0 ad TPI SM:207 Mw BC CSL 0.890 Savings B.K S H Faperp=565p&. Spenng:200^ MWFRS Parelld Due:N2 b h Rep FaAVa Used:yw Mm Web OSL 0.798 CSC Dig a:498fl FTIRT:00(OV10(8) Mfg Studied Camber. Maximum TOP Chord Facw Par Ply(IW) Gcpi:010 Plate Type,a): ChoNa Terx,(COmP. Chale Tem.Car". Mind Dain inn:l0 WAVE VIEW Vm 1).01.0E.0525.1] A-B 35 0 E-F 30 _m Lumber Add...Noble B-C 52D-1595 F-G 80 -01 Val.S&:138 Esteems,611=1]) WARNING:Fusbeh a way&his DWG to the C-D SV-1505 G-H 340 -ASS TmcMNa,ISPM:T22x4SPA2'. insallation cuilragpr.Spedel ire mu%betaken D-E w -w H-1 35 0 Got gland 2xd SP M2 during banding.ship%n9 and instaxemn of Wssas. Webs 205P p3 Bee'WARNING'note bgox. Maximum BOL Chord ll d Fusions,Px Phil Lumbervalue sal"9B'usea ded9n vatues Theo-9 height this Wes exdgdng motbaig is Chance Tem Comp Cal Time comp. viva appomd113N2013by ALSO B-N 1331 -M L-K Ea -723 Breol, N-M 133! -332 K-J 318 -275 (a)Cuminuous lateral me sts equally spaced on M-L 159 -30 J-H 314 -270 mb Maximum WebPar Py Ilbal Not Notes Webs Tere Come Wein Tms. Cwnp. 1--)10plates)require spells posidonm,g Rehr to C-N M 0 L-F 1813 -499 boned pile plat dataile la Spens posi0unirg C-M 1% -91 F-K 482 -13M requirements. M-0 W -41 K-G 259 -921 Purlins O-L 20 -034 J-G 90 0 In Ileo&druquM panWardgidmiuouse purlins E-L 181 -0.53 ro laterally brace.90- ) Stas: Choi Spadng(in ori -131 4989Eng(e) TC 24 -1 J1 d989 BG 75 015 aala Appy Podiums myoh0tds Wove Drbns, filbrs at za^Dc gnlwa anown antwiwab eove. Wind Wind loo]s based on MWFRS with atldNonl C C ember design. NOTES: 1.Tnat �+nai nt.c.unetorlrvWnrt T ) m . Faal4mz11nmuucM1msa�mwrMM ml.wmm NarnM.IrEW BCs11m. .own be xed I o+hhl—the aimitews pens doing.Ixanin. Souea NNoo77bi7-'dJd55udon PeM fsurySUW ad aaam�ee�.FL 32224-e3aa,l4 FlmN En4tres TYueHouse m'"�, "1 P. ROnsee.ll� was Ron... APEX e%)3 Sa shl PI,2 WON:17"11 T16 I HIPS T18 01y:1 FROM: DRW: 041211] T 11'109 1@59 2179 2BWJ Via 38'6.9 417 q@T T 410'8 a'T ST1 919 a5K]1") 43x4 aSU(n 43x4 44x8 aH%f4-} Mal .5x]('1 920 G D E F G 12 T .4KyA11 H J b .NfS(A1) -F L 0 © n J_S A K T 6 R O P D N M L Iy1V1R 111M ary"'i aw am -Wil 49%4 1 aBNa1"f F3W 323'4 ,1'a' TtY2 a'S4 IT 999 459 6713 4T fT4 T1Y2 1'4.6 1' T1Y2 IIT I6T 2178 271'3 324 3T 41'3'4 a@T 4 LgMllp 27Z WAItl CrIysM Slmw CrXSHa 1P9%M PSFI DMICSI CtlIMy ♦Max9num Raactbns llbsl TCL1 20.00 Wintl9LL ASIel P9:NA CI:NA CAT: PP DeBaMon in 1.Labla1 LW LxR /LIIRw /RC /RL /W TCO: ],O9 $peed 130 mph Pi:NA Ca:NA VERT(LLI: 0.151 R 999 39] BOLL: 000 Enclosure:Gosh Lu:NA Ce:NA VERT L: 0285R 989 361 8 21051%1 /- I- /- /35 BCDL: 5% Rek Cate R ) O 5343 /945 /- /- /_ /3.5 Buy:11 Sew Duafiom NA HORZ11-U: 0%]C - - K 207 12M /- /- /- /3.5 Des Ld 3200 UP:B HORZ(Tl1:0.078 C - - Wlntl reaeiore bmtl on MWFRS NCBCLL:IO.OD Mann HagM:15.00X COMIMyc CHMtla Creep Fact l.5 B Min BrIWlmb Req= 1.5 SDI81: 200 TCDL:4.2 pa 9tlg Code:FEC 2014 RE$ Mex TC CSI: 0.599 O Min BM WMX Req= 2.8 Loetl Dumfiom 125 BCD:30 pN TPI SILL 2047 Mas BC CSI: 0.9]6 K Min BN WiMX Req= IS Spetlag:24.0' MWFRS PemIIN Dist:O t0 X12 Rep pealars Used:Yea Mm1 Wets CSI:0.111 Balemi B.O.B K FeAMP Spsi. CBC Ust a:4.888 FTIRT:M(Oyi DIO) Mfg SpetlfiM Cambs6 GCpt:0.19 PIN Typebb Maximum TOP Chard Forces Per Ply(that Vast Dura6om 1.80 WAVE.HE VIEW Vet 18.0201.121544 CnoN TensCpmp. Clients Tens Camp Lumber Malang Nobel A-B 10 -5 G-H 22 -1513 Vaue Sst:1JB IE0ac5w 4122013) (a"))gale ls)requireserial B-C US-2017 H-1 1852 -328 p pcial pinORefmm C, 222] I-J MN -141 Top c chord P#2 752x4$P 202: metlptN pts tlaails for special posNonirg D 3%" WeBut bs 2xtl 918 SP 202 regmremeMa. D-E 3NO 6- 2203 J-K 310 -40 Lumbrx0520 tl3 E-F 3d-1503 K-L 18 -5 Lume,E41lueaN-13B"uaea 45ign values PurfirIn F-G 268_1546 approver l/342013 by gLSC In libel Imgse dimsends.,ngq ceJing a»puNna Ia lNrd b2ce nighty oe) III.&-"( Maximum Bot nsZonChord Forcn Pay Tal Nal Sen CTCV Spmngpna) 131X) 4Enroll989 CIIOMS Tena Comp. Chords Tens. CDmp Nal Chord I Facas ' 12.min.neiy 09.89 BotTop 6MN:1 Ro 912D0"oc. Apply % Dor 4800 B-T 17W -30I P-O 300 -1718 Wes :i R.ovv 4-oc of Apply pu unlesto eny shuram clientsaboveaters, lWlera T-5 PBl -3(1 O-N f08 -9W Webs 1Rw@a-oc. 420"OC unless sown otbetNse above. S-R 21M -382 N-M 34 -292 Uw�ua�a oan.d aincryinmxa and stagger osis Wind R-O 2159 -J@f M-K 33 -29] me Pii n8 Wind tabs antl rear5ona bssM on MWFRS. O-P 25J -0.3 Sparchadi -B-o Lpatls MaxMum Web Fomes Per Py(IM) -(From Dur Fac=125/Pyle SBWM.=135) Additional bonds Webs Tans Co... Webs Tere Com TG From S8pit MPIIM -1.30to SO Of aI 7.00 NepJIM eaereaclionla)d-. MI.Iran Marshlbee-and TG Farm MOM 7%io Baptist 41.56 IOetlrase requires uPiXl connexion.See Maxmum C-T tae p G-P 251 -1189 TC-Fmm %pita 413910 S6plfa 49,% Rex4ana. C-S %1 -10.5 P-H 2243 -391 Be-Farm 4207 at -13614 OpHel p.% WARNING:Furnisbacopyoltinn OWGlo Ne $'D Eat -2N H-0 nit -im BG From Ali 00010 1020X4 ].pt inaaN4m canmber,Spetla tare must M all 0-R 13 _60 0.1 235 -13620 K-From SMst ].Otto 5pyst 41.53 tlunnp Xantllirq,sopping aM inetallallon M trusses, R-E 171 0 I-N Ed -5B BG F. 1a p@st Onto 10 Pita 48.50 See'WARNING'note haw. E-O tb -]62 N-J 135 BG From ael at O6,%b IpX& 00% The Overall he d m this Was eMypin 0-G INS -2R M- TG 2311b Core Lead At ].0t Ba'elnarq is J 132 0 TG fa]IC Cala L0tlM 9.%.BIG 2iD.%,1500 St6]. F-0 % -291 1]OB10%,21.%,23%,25.=.'it 56,29.09,31.% 3B.46,33.523852,9].52.39.SB.b.52 BC- 13G G 369yCaK. ondal T.a1 BG %IC COrc.Loetla 9%,1106,1306,15.% 1]081900,2100.23.%25.%,21.%,28.%,33% 324e,]3.5233523).5239.52,41.52 NOTES: m1w17Naba2uwMesi-n mfa-e'la.ywluaanlNsM1cUtidotinMwwM.Muneionmsb.eawrxsmutittYMtllaMuro'aJn�T') harn...7511 l V.pleAMmWalaexvmTAeatphinnnaapbWu%ylelm'aIrinca. .efmlMNnpaamn'i9Wnmti4mW. uFloatM1aeyE9r9i linrAwy y 9L5112[1. suMn P.R Ccun.sula wz,Ja4¢n„r.,FL 3zzza-ma.6]15tM a� APEX 1`ueHouse Elio.We3p a»s Y" PEW SWi- PPErakWB l�y 'PNof abuse 698]3 Plya Sli 1]530/T7IHIPM 69873 698 Dry. 1 FROM: DRVi Sel VIB:130.21es I 66It LtJ rte t4s a � _4xa1-I rsupT E Is an go l a _nwna l�ta, on cI6r 21T Loadingcr dales Wed Crl°Ms Snow CrlMIS IP9Pi1n mFl MNC81 CpIMa �MaMmum Raxtlons llbN TCLL: 20.00 1Mnp Std'. ASCET4p Pg:NA CI:NA GT:W PP De9eencpin lOc llM6 les Loo R IV 'Re /RM1 IRL IW TCDL: 700 Speed 130ri %NA Ce:NA VERT(LL): 0.049H 999 M9 B 856 113 /021 1. /144 /3.5 BCLL: 0.00 Enclosure:Closes Lu:NA Cs:NA VERT(n): 0.089H 939 269 F 832 191 /339 I- I- /05 Si 500 Risk Category:11 Bass,Duration:NA H0R2i O.OMF - - WhM raecMne Essend oo MWFRS Des Ld 32.W E%P'.B HORT.(TL):0.036 F - B Min Big Wdh Req- LS Mean Height 15.008 CUEalMlee CribrM Creep Fsdac l.5 F Min Bq Wuph Rei15 N(Agi 10.00 9 Beatings U B F potent,=%SINN. Softs_ 200 TOM 4.2 psf Bldg Cape:FBC 2014 RES Most TC 451: O.BBJ Lead D...:1.25 KM 30 psf TPI SIE: 200 M.BC C51: 0.550 Maximum Top Chord Forces Per Ply BM) Starting:240' MWFRS Parallel Oust:h b 2h Rep Factors Used:Yee Max Web451:0430 Ch.M. TionaLtane, Gros Tam.Cmvp. CSC Dist a:J 00 It Mi 30(Oy18(0) Mfg Spedned canew, GCpi:016 PIMe Type(.) A-8 % 0 C-D 140 -701 Wits Daniel 180 WAVE VIEWVar:17o1 OOE.OSMd7 B-C M-1266 D-E 0 0 Lumber Wind Masimum BOL Chad Fa.Per Pry TIMI Value Set 13B(56ediye 8/12013) iiloads 9sed On MWFRS MIN appeared CSC Chords Tens,Comp, Chmtl° Tans. Comp. Top rhes asSPtl2 Right veal®I ml ex,i to wind pressure B-H 1059 -362 G-F SM -in Bis chord LO A %2 q SB1 Webs 3x4 SP pd 3 Additional Nota H-G 109 - auabmvpuesel"13B'usesdnignvalues The of height d this less di overhang is 85axlmom Web Forces Par PM Iles) ppoeeE 113N2013 by AL5C 6-1-7, Wolper Tare Comp. Wages TO.,C.P. Bracing N-C 216 6 D-F 256 -J& Member lsl¢rW rnlreiM equally spared on C-G gird4% .-67 E-F 103 -18) membar. D-G 466 -67 Plating Hobs 1suflea lgne qa deuiisfoforelwaalpostponing Roger to mgmresnanl°. Poultry In you d structural panels turgid ceiling use parks to lethally breve chard°as ldaynd Chats Sparing(in ac) stai Erdgg TC 24 -131 22.s8 BC 120 0.15 22 W Apply Wens to any chords above Or belbx fillers a12d•DC unless shown On....above. Laatling Tess passed chede is 20 lost Beggared bollnhn cnoM he load in areas who 42--M1gh x 2C--d. d Bran s. NOTES: / � araidemass nndru— alaeMnMban. ...thro""a Lme amiMa,ham ml.w:s dramng,IMW.ficsllp] I This cue.eina ii,sks sun. a nian.e.neainselean. eu.n�essTN 750a]y-oars seuvi1.xeroarS the am J.draaaaIleaRar=44-Npar az.. wonozengre., TYueHouse �''�<es" say,'SW< �aew.11 P1 Not as ..d APEX 698]3 Sailfish-1696 ro:1 SEON:1]484/T6/HIPM T20 Ory: t FROM: ORW: Wait 131611m; / ._ 00112/17 T1"B 1]4 1BVe star i'1-B g,g-a ]Zl ea9 fe-! E B v an? I- -��e 1 A �1 telY P3.W �Nbar � Ma YY gg. r al- LadllMCriMdelPdl Wind Ciftede $naw Chula(ft"MPSF) DaNCM CrIMM ♦Maa9num Raactbnn Qbe) TCLL; 2000 Wind S3 ASCE]-10 Po:NA D:NA CAT:! PP Oerea lin loc lNhe L/N Lm R /U IRw /RM1 /RL /W TCOL: ].00 Spall: 130mph P.NA Ce:NA VERT(LL): O.O46 C 999 289 B 857 /24 /417 1- /126 /95 BCU: 0.00 Ewlowre:Closed Lu:NA Ca NA VERT(TL): O.Oa C 999 269 G 951 /95 1323 /- BCDL: SM RidkC egoly'.11 Slow Duration:NA HORZ(LL);0.018 G - - Wse nd husband eased on MWFRS I35 Dea Ld: 3300 E%P:B HORZ(TL):a.m3 G - - B Min an,With Run= 15 NCBCLL:10.00 Mean Height 15.008 Ceda/Min.Cdbda Crap Fader.1.5 G Min BIT WON Req= 15 Sold; 2.00 TCM:42 psf Bldg Coele:FBC 2014 RES Man TC CSI: 0.459 Bauega B B G FaPeT=SeSpa, Led Ourska:125 BCDL 3.O pd TPI Std:2007 MUBCC51: 0]20 Spedng:240• MWFRS Parade Dan:h to 2h Rep Feet Used Yee Mea Web CSI:0.991 111 TOP Chord Forces Per Ply(sell) CBCDId a:BOOR MRT.3010y1010) Mfg Spinster!C .Ihl Cmrdv Tens Camp. CION. Tena Comp GCP:0.18 Plains Typda): A-B 35 0 D-E 221 -6A Wind Duration:1,61 WAVE,HS VIEW Ver 1]01.00E.0525.T] B-C 265-1200 E-F 0 0 Lumber Additional Notes C-D 1% -&5 Value Sed:13B(EBediue 6/112013) The owull M1dgN OR this heads aedWing ousher,is Ta chard 2a4 SP 92 ]-1-r Medmurn Bat Chad Fercea Par Ply lobe) Bel dowel 204 SP Y2:B2 W SP M-30: CMMS Tlh .COW, Chards Tens. Comp. Weal 2H SP m Lumbervauesel-138-uastlesiBnvalues B-I 10M -394 H-G 434 -154 21orot¢d 1/30/2013 by ALSC 1-11 1[m -391 Plating Hatn Madmum Web Forea Par Ply(Ids) (^)Splalda)regdrespecialp.rNr,ng_Referto Weal TansComp. Webs Tens. Comp. ar&ed Plan pod Mails forsee ial Posta nng requiremeMa. I-C 1m 0 H-E 451 -128 C-H 193 -46D E-G m -784 Portion D-H 135 -30 F-G m -tai In lieu W aLuclulal aria or rigid eailirlg use pallia to Whandly boas gprds asfdlaws, Chord Spmnghn.) Stanlft) EM(R) 24 31 22.59 BC 120 0,15 2'1,58 Apply Purina In any chords above or below fillers M 20"OC unless shoen wherwnae ahon. LeadiOg Toss Pureed booed for 20 of additlaW botlom Nola Ihan lea]in areas veal 4Y-higha2 - dh. darerce. Wind Wind leech based an MWFRS efth adlideral C C ambo tleaign. Right end ve tRuil ml expense to Wntl provide. NOTES: TI.uihn NO..i¢MwPooenlalone Mrin¢Wlanm, Are d-niestiesm¢xmnpyy'rlB lry¢NeaeraMry,iMub gC611LB, T= ITne eeuW in Ou"l .... ...otlural/Mans tlunryirulefapm_ Tay ].NF<x,aMmMp,i.ah¢9nwaname venal aYJa.Ma¢Tatlimlu9Ylnc.so iea.,nor4an. RasseegiWr 11 B-Ous NO7U7-4]4Sa,.,P.A Cowl Suit ano,Au_.i.FL]]2za-SG,gt1.5oa P' usseemom�� APEX 1`ueHouse st pIB0419�i I'S.5u544 Ps NO74 .IaNinesEB9Man, 698]3 Ply1 BEN Satthem 1696 :1)4TOITSIHIPM Ory: 1 FROM: DRW: T21 WM:1VAtax / ... 0a1t311) g 11'8' 181P12 22T 5. SY' SY'1Z YCO 13%4 D.4%0 E as F2 B p W. C b b .3Xs1")0 1 I—Pve'� A H G .6x ') .4X& II 5" ^1 p4.g 41'1. TH'1. 58'4 gt'1. 181tl'12 22T Lwtll"CrhareW Wlnd Criteria Sow Cd mIftPl.Psn dNCSI Grohs •Maximum Raastlona/(IOqh IRL IW TCLL 20.00 WIod SW: ASCE7-10 Pg:NA GENA CAT: PP DelloP in WCUdeII LAN Leen IU IRw R TCOL: 7.00 Speed: 130 mph Pf:NA Ca:NA VERT(LI-) 0.0511 9" 289 B 4J3 136 /4101- 11M 13.5 BCLL: 0.00 E%doarh:Caused L. NA Cs:NA VERT(TL): 0.0981 899 269 G T85 199 /3101- 1- 13.5 BCDL 5.00 Risk Category:11 Endow Durah00:M HORZILL): 0,011H - - Word reeafipos Wtttlon MWFBS Des Ld 33.00 UP:B HORZ(Ty:O602H - - B Min Bq WmMh Req= 15 NCBMean HW M:15000 Co tai Misc Crkada Creep Filar 1.5 G Min Be,Width Req= t 5 Small 200 00 TCDL 42 Pat Bldg Cade:FBCZ014RES Ma TCCSI: 0.473 Earnings B B G Fopap=565psi. Load Dirafion:1.25 BCM'.30,f TPI SW:2007 Mas BCCSI: 0.827 maximum Top Chard Fare"Par Ply(Nor)Spacing 24.0' MP Parallel Dist:h to A Rep FaHgr.Used:Y" MwbVe0CSk 0513 maximrds Tem.Comp. Chord. Tena Comp. CBC Din a'.3000 FT/RT:30(0/10(% Mfg Spedfied Gerlier GC,'.I Plus,Type(s): A-a W 0 D-E IV -631 Wind Ouagan:1.80 WAVE VIEWVer:17.01.00E 0525A7 B-C 4 -1M4 E-F 19] -030 C-D M-119 Lum AtltlitiWal N01" VWus Set:139(Eheclive 61112013) The cWxWI hatght of this tmss e%dedinr we,hag is M"iun Box Chem Forty Par Phi(INS) Top Cad as SP 82 6-1-7. Chortle Tem.Comp. Chortle Tem.Cane. BW Mad Zoe SP 42 B-I 1163 -421 H-G 0 0 Weld 2%4 SP 93 H M -Zs, Currier value ael't3B'utte M&gn values approved 113012013 M ALEC Maximum Wa;Fo" Per Ply(Has) Plating Not" Wake Tens Camp Wets Tens.Camp. (NaIM plate del detaiH br spetlal porkhmengf1 C-I No -321 H-F 10 -9Z -D 389 -65 E-H t83 -353 ' requiremehts. D-M 115 -246 F-G TY2 -A2 Porins In lieu ofslruaanl panels maid aping usepurine to lelerally emacs,chows as Wilms: Chord SpnonglWee) Swint EndIO) TC 24 -131 ZZ.SB BC 126 6.15 23.56 Apply pudlns to any Mores aEwe or Wive filler. at 24'OC urea.shorn omewd"NW PW Loedl, Truss poseed Heck for 20 pat addfional Whom chord we load W areas with 42'-high%24'-gide aeaamee. Wind Wind loads based on MWFRS with addNarW C&C member design. Right end Mrital net expo x d W WPM pressure. NOTES: W,,W9isneiwlfiuemalmakrdh,P,rtion. A6.rlung-rPhlm.aonnWrMrq Nr We.aaeaN.Nuy 6C51,tO. aiwu e.�.ea i��a�moo.anu+a�.nnern„m pimaarea�enauure 2.Pjee TeNmbpYbafia;lwswne cwnM eY Jit Ppm ieNrvk9Y Irc.FkNeCwrvelbn fbMS ErpiMr kuammr.b APEX �� T ueHouse PENo aGC8Je9� PEN..fi85M ENo71a51y PEM BWPo aM 698]3 ShcBeb-1096 PIY1WON,1]5391 T4/DOMN Tu Oy:2 FROM: OR W: WN:106416a l ... 0611017 51V1x 119-! Y1P1R 1604 2gT Y4'iR 44.13 StPR T D.. T 3 g a � aSl4C EIAI4 1IN pSX41')B P�3kM'1 R �1d1 G as 6 CS 25 SS T85 1110,11 xzr Lwtlinp MlaM 1pal Wlntl CrlMda $ now CC(NMIPO.Plln P3F) DeNC9l Ctlbda AMaxlmum Pashtos(Ms) TCLL 2000 WIM SiG ABLE]-10 Pg:NA Cf.NA CAT:NA PP Oell�on in loc 4tle8 Lp Ls R /U /Rea /Rb RL /W TCDL T00 Speed:130 mpM1 PR NA Ca:MA VERT(LU: 0.059" 999 287 B We 1110 1381 1- 1113 I35 BOLL: boo EnoJonud:Closed Lu:W Ca:MA VERT(7L1: 0.111 H 999 26] F ]02 /95 1329 /- /- I35 BWL: 5.00 Risk Calepay:R S.DeaBM:NA (LL):0.033G - - Wind ovetlions based on MWFRS Dee Ld 3300 EXP:B HORZ(TLI:0010 G - - B Min Bq WitliM1 Req= 1.5 NCBCLL:1D00 Mean Haight:i5.00R Code l Mlac Colons Clap Fador l5 F Min Bog Noah Req= 1.5 Soffit 2.OD TCDL.4.2 pet BMg Code: FBC M14 RES MSTCC31: 0.323 Bearings B B F Fope,=565ptl, Loatl Most 1.25 BCM:30 pt TPI BM: 2007 Mar BC CSI: 0.502 Spa Jng:24.0- MWFRS Parallel Dist:V2 to M1 Rep Faclom Used:Yee Mae Web CSI:9.171 Maximum Tap Ckortl Foma.Por Ply(IN) CBC Ul a:3.00fl FTIRT:3D(Oy10(D) Mfg SpedfiM Camber DMNH Tens.Comp. CMM. Tera. Carp GCFJ:O.t6 PMb Type(s): A-B ffi 0 D-E 3)2 -1211 Wind Damon:160 WAVE VIEW Ver 1].01.0310525.1] B-C 314-1381 E-F 361 -1372 Lumber AE0WMa1 Noes C-D =-1201 Value Set:1313(ERerlim B/112013) Tire over&I M1eyM dlM1is lrva exduNrp overlyry is Top Mord 2x4 SP 42 60.3. Maximum Bos CMrU Forwa PS PypM( 8000r 24 SP 42 CM1atla TMa.Canp. C. TMa Can Webs as SP p3P. Lumber value sen'138"uses design values B-H 1157 -24 G-F 1170 2ppomed l/3N2013 by ALSC H-G ]91 -117 Pitting Notes Maximum Web Faces Per Py(IM) (-j 3plme(s)require special Positioning.Peter to Wem TMaComc. Wait Tene Coop xeled plate pfd rkteiM brspetld 1.1'..ing rdluiremems. C-H 10 -288 D-G M9 -103 Pudlns H-D 434 "99 G-E 150 -298 In ad dmr prat Pare.aright ceili,use Adam to WbppdY brace dwrtls as Mims: CTCrtl Spat g(in m) Stara) EM(fl) -1.31 22,58 BC 120 D.15 2244 APPY poolles to MY Elandla ebpva or beau BBme d 24'OC unless sh.mbarwee at Leading dpM Pme 0.for ZG Pet additional CXiona baboon Eiearance. M1ipb 24'-wide Wind WPM Mads Meed M MWFRS abb sommorW UC ember design. NOTES: '� f.TNIclu in9le MaAtlemamelain4poes' e]Iemalnslnctimexmmpmyinp plebuY Emeirp,inrLb BC511d3, Tme aa.amm d.m wwmnd wPbma DmaiNi. a H2PpxTtlYMryY'aaliOYmeremegmed ey Jgr ppy=ieCngo9`ec..Flxga Cmmralbn. FlMdeEmMm SUMw®Ib.750]-4]453uIIpi Pae lFun,3ub402,Jtl e, L3I1]<-9Jf.g1,530] apes APEX 11 ue House EENNOM Gmaps�� Jb.as s PE No Murray J.E No bot RWand PEW`$541 PE No 71,a7 PE No bot"maW 69873 Fly I" SEO Salfisb-1098 Ory: 1 FRdA:N:17500IT01HIP5 ORW: T. wgr.106A. / ... (slain s1P12 1r Ise^4 zn. 5't p'12 51'4 5C. S1PR saw ep .qqL P b se 1 .Bx.(•-)a -tal- 1 A H G 1 ..4, r.re reg rzs rag YB3 14't1Y11 22T im db0e 1pa0 wind Citibank Seva Chiesa I'm in PaF) Da(9CY LrikaHa &Maximum Reac0om(1Ea) 20.00 WIMSId ASCE]-10 Pg:M Cb NA CAT:NA PP Donation in ecldda0 Lli! Locft IU IRw /RM1 /RL /W Z0( Speed'. 130 mph of:NA Ca:NA VERT(LLI: 0.059 H 999 207 B 060 1108 13]7 I- 1111 135 BCU: 0.00 EadOsurs:Cloed Lu:NA Ce:NA VERT(TL)L 0.111 H 999 267 F 712 192 1325 /- /- 135 5.00 Risk CeMgory:ll Snow Mission:NA HORZ(LLI: 0.023 G - - Wind andom baestl on MFRS B ago Bill Width Ran 6 Des3 .00 E%P:B HORZ(iL):11.010 G - - F MIn Br9 Wdm Rag' 1 5 :1000 Meeh Hagid 15.00 It Coda l Mike Chains Cheep FeMac t.s Bwtlnge Bb Fath Req 51.5 200 TOM: Pal Bldg Code:FBC 2014 RES Max TO CSI: 0521 aden:1.25 BCDIL 30pai TPI SM:200] Max BC CSI: 0.502 Yazlmum Top Chord Forex Par PN(Ibs) MFRS Parellm Dig:M2lob Rep FaMCrs Used:Yes Mu Web CSI:0.171 M.0^ Cbads TsmaCan C1wrM Tens. Carp_ C&C Dist P 000 WIn,Typa O): wg SpedfiM Ganbr. A-B 35 0 O-E 382 -1211 GCflon:10 WAV Typgq: W-1361 Wind Durati0n:1.60 WAVE VIEW VeC 1].01.00E.0525.1] C-D 344-1101 E F ` "1312 Lomita Atltl0enel NOM Value Set'.13B(Egeaiw fllt2013) The wer&I M1egM oitM1is lrvv extluding we0,eng is Owens TBolCmp. Forces n Teres,sl Tap cM1NE 2x4 SP g2 510.7. Clroms Tens Comp. LnoMf Tem. Comp. Bd tllad 20 SP Y2 B-H 1157 -247 G-F 1170 -249 Webs L4 SP 0 H-G 791 -109 spanned value sd13 by uses desgn values Plain 1J3pends by ALSO Mak T Web Face Per FlyWake IIM) PIMI�tg NOM Weba Tem.Comp. Webe Tana. Comp. (")4date(s)aquirespedalposNoeng.Referto C-H is, -x80 0-G MB -111 1¢d PIM(plW delailafaspxiel posilronin9 H-0 133 -102 G-E 161 -291 rec,esen,ems. Portion In lieu M atl c ndl paoo.a ngal..1,N use panels to laterally Nate Chortle elskeek. Clnm Spadtg(in od SUM01 End(fl) TO 24 -1.31 22.50 BC 120 0.15 22H Appy purlins on any cborda above or b key filen on 24'OG umesa Sbpen aM1am se abava. Loading T,uas peened nbetlt for 20 pal eddi(Oml bOdpm ,pro I.lose in res.wile 47-bigM1 z 2P'-Jece duns(. Wind Wind loads bend m MWFRS Win additional C&C ember design. NOTES: d eisN,usedm Y�weehth Mantle ah.onNYmat na op�mM,awss<, he.ibaO ,�a. YwrM ee uaM'n mgntJbn wM,ne a�dilletlwal plans Wring Ins,Yla,un. },A{e�iMMomla afif9Ewa renes vwnW M Jm Poen teUmwpy Inc Flaks LWMalian "Ne Engen" NYm YNnP. W.3aMa,Isoyee—IN11-no-Woui52m APEX MNVYGawberYJ JENoPtdev CeMB14s7 JPE No all RWaW TrueHouse PE No e0a39 PE No 595a PE Na]IISi PE No eW99 698]3 Sailhsh-1,96 Ply.t SEON:1742/72/HIPS T24 Ory: t FROM: DRW: OB12117 b 1yP Z?T P 4'r p M l n ee p� rz T Ib a � 1 „ 1(�)E A E�1C4r) 111 101Y eYN se9112 5X](^) Yr re n•u 13•WxT4 M. 9t•t] m• ]10.W Chbda 0u8 Wlnd Cribde Srmsc5lbeyka 'sakipi USWC51 Chien. NMadmum Reactlone llMl 20.00 Wind SN: ASCE]-10 Pg:NA Cb NA CAT:NA PP Deian,kon in lac LNell LM Lac R IU URN /RM1 IAL IW ].W Speed: 130 mph W.NA Ce:NA VERTILLI: 002]F 999 207 0.00 Eadmum:Closed Lu:NA Ca:NA B 023 /113 1381 /- /93 /3.5 VERT(Tq: 0.05] F 999 28] E ]3B IW /329 I- S.Oa Risk Cdegory:0 Snw Duration:NA I- I3.5 HORZ(TI-Y 0.01]F - - Wind reafiona based on MWFRS 3 .D0 E%P:B HORZ)TL):0.034G - - B Min SM Wqh Rap= 1.5 10.W Mean Height:15008 Cade l Miac Criteria Cheap Fades l.5 E Min Bq WM Raq= 1.5 2.00 TCDL 4 2 pq Bldg Coda:FEC2014 RES MeaTCCSI: 0.013 Besnngs B e E Fparp=565pa. ation:l 25 BCDL 3.0 psl TPI SId:2007 Mae BC C$I: 0.508 24.0• MWFRS Pased OW:hQ b B Rep Fadora Used Yen MUWeb CSI:O138 Matlmum Top CM1Ord Forces Par Fy(Ibs) C&C We a:IDD ft FTIRT:30(0yt0po) Mfg Sperified Camber CM1PNe Tens.Camp. Chords Taro Comp. GCP:0.18 Palo Typ pt): WD 38l -928 MDmelbn:l.BO WAVE AEMVVer,17d1DDE."2SA7 B-C 3111-1120 D-E S1 -1132 mbar VaWa Sed 13B(Edearr W1MD13) MaNmum Bot Chord Farms Per Ply(1be) Top tlaad as SP d1 T2 SP 02: Chnrds Tem.Camp, CM1ama Tem C, Bal Nord ail SP 92 WAS,2,4 SP 03 B-G 915 -22D F-E 921 -216 Lumber.Nue eel Y3B'ums tleaign values G-F 918 -219 epprWA 113012013 by ALSC PosMesimam Web Forces Per Py ybs) (-)5 Patois)Niles Webs Tell n,. Webs Tem. Comp Imo')5Planerequiregpmalgyboning.Referto IWplele Nq details for spm&Posilionng C-G E4 D F-D p2 -q5 retlwremeMa. C-F 206 -iW Purlins In lieu of en ducal panels or ngN wining uaB pudina IB lalxally bees dpNs as Mlose: CMN Swarm(in w) Slan(B) EM(8) TC 24 1.31 2258 BC 120 0.15 2244 Appy puMns to any ohoms Awe or W.filbn at 2P OC We.ah.n Nhemiae stays. WirN Wind loods based on MWFRS xith additional C C emberdmign. Additional Nobs The yeroll height 0this Wsa s diii ing overhang is 0.10-]. NOTES: '� 1.ihu Erzwinp la nor sulfitieM YwwMimmhgw gdnM1a�al ni4v[EmfamnpmYnp gisWu6ecyq,lyluae gC611-03, �r 5MJ4 Ep usoo in wnryngpnxTn Mevailxyel ply Mrp iNaNtlm Tey 3.PFee TeNroIWYi,afiGErug name oulxa EY JU Apoa lxArcaWYlrlc.flenWCaPoranm. flonWEnAinen +1 BusineaeNo.]5aT-47455uNn PakCW1,6oM 4@.Jat ,.11]2221-071 gI15]W TrueHouse E"'rareas N ;N"5tS„ °E„o 14V n . Mann APEX 69073 Ply:l WON:17SUIT151HIP5 SAIfish-1696 Oly: 1 FROM: IXiW. T25 Wg1:707.81. I 0&12/17 r 1n" zr7^ 1 7. I 4'3re I 438 1 r ao"M) a3X4 .Mcirr C D E T2 T e2 in I � �9 .St $ A �tw I H IS } .3W ss%11'1 .3✓A 1'19 TIY2 4111 k ft'4 71'12 1112 11'38 15'Ssi 2T1' LoM11W CrlUrM Oft Wind CrlMda Snow CrltMalPpaur PSFT DeWCA Canada ♦Matlmpm Reactbns(lbs) TCLL, 20.00 Wind!510: ASCE 740 Pg:i CI:NA CAT:No PP Ontrarkrin no Udell i Itt R IU IRe IRM1 IRL IW TCOL: 7.00 Speed 130 mah P1:NA Ce:NA VERTILLy 0.180D 899287 B 18181308 I- 1- I- 13.5 BCLL: 0.00 Enclosure:Closed Lu;NA Ca:NA VERT(TL): 0.345 D VS 287 F 17511289 /- 1- I- 13.5 BOOL: 5.00 Risk CAegoy:ll Scow Duration:NA HORZ(LL):0.066 G - - Who reaNlans basetl on MWFRS Des La; 32Ad UP:B HORZ(TL):0.126 G - B Min 8,WMM1 Req= 2.1 NCBCLL:load Mean Heigh:15.00 it Cade l Mae Galland Creep Fidrc 1.5 F Min Bq Within Ran 2.1 Sant 200 TOOL:42 pd Bldg Code:FBC 2014 RES Mas TC CGI: 0.854 Baadn9s B B F Fcpelp=S ati. LaiM lwraEon;125 BOOL:3.0 pss TPI Set 2007 M.13CCS1: (i answers Tap CM1artl Forced Par Ply 111M) Sasser 24D• MFRS Pera11e1 DIN:0 as W Rise Factors Used Yes Mm Web CSI:0.283 CBC Dista 3.00 It111301010) Mlg Specified Cam r Chords Tens.Comp. Chords Tans, Comp. GCpI'.0.18 Plate Tease: A-B 35 -9 D-E W5 -Said `hoed Dul180 WAVE VIEWVm:17.0100E.0525.17 B-C 587-3333 E-F 571 -333! Lenl»r, earlina C-D 595-3081 ValueSet:13BEffectratil In lieu IN structural p rras or nBtl c ilinp use Wllins Moet..Bot Chl Forses Per Py Bbsl Tap cbaN be SP pz to laterally blas G'ords as ldlaws'. Bol Mord 2H SP i2 Chord Speural cc) Slanl6) Enal CMIds Tem0cal Chords Tens. Comp. Websa4SPY3 TC 20 .131 2358 0-I 2889 -480 H-G 2869 -091 :LIWddge2a45Pa3 MWedge 2x4 SP0 ppB ppdinsOC unless sn1p any Morris above150alaa.Ellen I-H 516 -481 G-F 2909 -495 Lumbervalue sal"13B'uses design values ad 20" ovn olneviise above. approved In00013 by ALSO MWmum Web Forces Per Py(IM) $pKMl Loads Webs Tem.Comp. Webs Tens. Camp. --IWmber Dur Fac=125 I Plate 0ur.Fec=125) C-I 4`19 a H-E 813 -131 TC-F. W,ffat -1.3810 56 pHA 700 C-H 702 -145 G-E Q6 D TC-From 20 pH at 70010 28 plat 15.58 D-H 2D1 -Sala TC-Fear MOat 15581a 56 qlM 2258 BC-Frem 4pH at -1.38 to apses 000 BC,Fare 10pBe1 0900 in 10 pit at 7.05 BC-From Spiral 705W Spiral 15.53 BO Fear radius 15531e 100M 22.58 TC- 231 do Cam.Load at 705,15.53 TC- 167 Is Core.Leadal 9.15,11.15.12.15.1143 BC- 30916 Cam.Load at 7.05.15.53 BC- 96 to Cam.Lead 9.15.11.15.12.15,13,43 Plating NOUS 1)7 Wuled)require spectral postsioNy.Rehr to scaled paste pat details 1w spaded posNanirp requiremems. vend Wind home and reaamns based 0n Mrstri Addllonal Notes This octane hal of this wu emuding avMe,is alai. NOTES: f I.Tn.arenrei. tor a ounce r eMreoa rro iatc, Adanlonal lnnvnone mvnw^I+m tloa Nuf anWtp.inaige 6es11m. / � aMJd NiuM in wnrynlon nn tNW inral all,durng roustran. 1(THz.Plan TttfMDpy is a scrowr,ame wmM N3aa Aw,TeMroaay Im Intake Cwp„Ioo. Roma linplrcw 9utiressoo711-475SNMnFn Coun6uN40],JeGsaNlle,FL dR},-&M.B�,.RO] usional APEX TYueHouse ZZ,.0 ,�n."1 PE o. Eall nI ins ou 9ag WINDOW - -------- - -- - - --- — - -- --� MIN . EGRESS TABLE_ OF CONTENTS AT SLEEPING AREAS w FBC R310.1 ATTIC ACCESS FBC R807.1 F- --11'-3" 4" 4" GENERAL PAGE DESCRIPTION . I `1 TI 1 FOUNDATION PLAN, FLOOR PLAN ACCESS FROM INTERIOR OF HOUSE CLEARANCE I GENERAL NOTES OF 20 X 30 INCHES MINIMUM IN FRONT BUILDING CODE: 2014 FBC RESIDENTIAL 5th ADDITION n/ ONE ATTIC ACCESS PER FLOOR...PLUS...ACCESS NEEDS 24" OF OPENING 2 ELEVATIONS, WALL SECTION, LL TO BE INSTALLED IN ATTIC AREAS NOT ACCFSSABLE BY ONLY ONE ACCESS PANEL. 1LEJ �CLEA E517 T `V � 2014 EBG PLUMBING FLASHING NOTES EXAMPLE: WHERE PARTS OF THE ATTIC IS NOT ABLE C J TO BE REACHED BECAUSE OF VAULTED TRUSSES M 3O' 2014 FBC MECHANICAL 3 ROOF LAYOUT, ELECTRICAL PLAN, ATTIC ACCESS SHALL BE ACSSESIBLE AND PROVIDED ` - ¢ 21' WITH A LID THAT MAY BE EASILY REMOVED N DC CLEAR ORWALL 34 Q 201 1 NEC ATTIC VENTILATION ACCESS IS NOT REQUIRED WHEN THE CLEAR HEIGHT OF MIN. THE ATTIC SPACE, MEASURED AT THE ROOF PEAK, STRUCTURAL ENGINEERING BY OTHERS -- .-- — IS LESS THAN 24 INCHES FLOOR CONSTRUCTION TYPE: 5B �- SITE PLAN BY OTHERS MIN . SPACING FBC R307.1 CLEAR OPENING AREA OCCUPANCY CLASS: R- 3 DOES NOT INCLUDE OBSTRUCTIONS SUCH 52'-4" 52'-4" _ 6' 40'-8" 11'-8" 6„ 40'-8" - ' 11'-8" — - - z Z _ 1 10 10 _■ O HB io 4060SH TOP @ 8' 6"X6" P.T. POST /� (L-OCATION) !k- % P -- ct "X6" P.T. POST PRE-ENGR BEAM TYPICAL CD Im COV. T DINING � COV. Q 10' CLG. w 4" CONC o \ _ 110"X17'10" CD CD SLAB REAR PORCH uj ( z REAR PORCH �o -1 —4 0 w 10' CLG —J cf) of 41'2"X10'0"CL 0� 0 36'-0" 4' 8" 3'-4" 10'-o" 5'-4" 4'-8" 12'-8" 4' 8n le 10 .1 10 --- r z 204 SH 204 SH " � 25'-0" 2'-8" � 30 OSH 306 SH 00 TOP @ 8' TOP 8' TOP @ 8' TOP @ 8' 2 -8 8080 S.G D. I J im 6" 6 SILL 6" 2X6 - ol RECESS I w 8' SLIDING GLASS DOOR 32" HOWE ND ECES R SZ 23'-4" 3'_ -5 I oo dp 8p OW ol 10 10 (V 5' NII N CA r- SINK SINK I 5'-4" 2,-lo,, -10" @� H I OWNERS jSH 0CD O�t N o o �C6 iNAt�- - 0 I I SUITE 10 GREAT ROOM — - - - - - -, ' CLG. 10 CLG. - 2X6-iNR�L-L-_ - 16'0"X12'0" 14,6„X18'4” I I Ico I - 16'-6" 8 5'-5" I 5'-11" _ --__-__-16'-0" H2'-2" 6'-4" J I I W I 8'-6" I I 011 lo V)lo \ i wi c I � � BATH 2 � , SINK p ® I ( � v i 00 I _ lJ - z I I � ter, �i C7 I I o j. - _ I - - - I 1 --- p00 Kms , I � .. , � I ^^ J iv PROVIDE ELECTRIC �� N ao= . I I - 0 3'-8" 3'-6" 6'-10" � 5'-0" 2'-4" -- 12'-2" r 5 SHF _ I 1;,�8„ TO ISLAND I I ®o °j i ao I I ' I � I Io� I 508OBF I : i I I - m I � 6'-0" - - R- S - �I I 0 --- Q - -- I D - - - Lo 3'-3„ 2'-g„ 1' 7" = 10 CLG. I D R & s I _- 'I 0 REFG -1 , I 506 OF SPACE - - 00 Ev MAIN SAB °° 10'0"x1 o'O" I ��p s�o I F- ¢ — — — — — ---- 2X6- WkL - -- - 2X6 WALL & WALL- - O REINFORCED WITH 6X6 10/10 WWM -, _ SEE NOTE F-ATTIC� 4" CONC. SLAB RE, ��qq OMP. OVVH A/C OR FIBER MESH ON 6 MIL VAPOR BARRIER OVER I COMP. Ell BELOW �6� 22'X30 O Ld F- CLEAN, COMPACTED, TREATED FILL. O I WH I p MIN J O Q w c TUB I � 10'-6" 71 ol 2'-4" -o~ 3'-8" BED D . 3 o F J E R o BATH 3 � � �_ � M SINK % CURB 10' CLG. I - Q @o m I PROVIDE PRO CTION a C9 n CURB PER FBC R P 801.4 10'0"X10'6" I �O 00 j W — —I no` m i 22'-2" 15'-6" 22'-2" - - L U Q Q O — cn F-- 0 ULL I � ENTRY DOOR 0 ISDOWN 1 0 (2) 3060SH �, BED . 4 co I I TOP @ 8' ^� 10' CLG. I C4 I I ----- - __- 14'0"X10'0" I I I L _ J 0 Ia I m Z O f! Lo CD 0 0 Li- 12'-8" 2'-4" 5'-0„ 7'-r:„ 2'-4„ 1 0 0 O 4" CONC z 0 z - - _ COV. � co0o '--� U tD of SLAB -4 o I F'' ►-�, >- u -00 0w ____ w COV. - FRONT PORCH. � ' U N 0 0 i 0 '-'J- `° � 10' CLG Fn 4" CONC oo FRONT PORCH SLAB 2— CAR GARAGE II (2TOP°®8" ~ w Of � 6"X6" P.T. POST PRE-ENGR Bf-,,AM ' --` ❑ (LOCATION) ❑ - - - - - cn w 10' CLG. - -.__ - - Z W - J 2— CAR GARAGE 23'10"X23'8" 6X6 POST' I O w V) j WRAPED OU? 8X8 Q„ I Z HB Co `° 7'-4" 7'-4„ 01 ♦0♦ c° (7 O in in in V in 0-" Y 13'X7' O.H. GARAGE DOOR Z U c>3 _ Q 6 SILL 16'X7' O.H. GARAGE DOOR 6 SILL �" � U. I rn 11'-4" 11'-4" 4'-11" 5'-2" 4'-11" 11'-4" 11'-4" 4'-11" 5'-2" 4'-11" 0 10 lo lo J ol 22'-8" 15'-0" JAI'-8" 22'-8" 15-0" 14'-8" W 0 Ilk v► M 52'-4" 52'-4" —_' _ j = Q ZO DRAWN BY Joe# ED FOUNDATION LAYOUT FLOOR LAYOUT - ° o �� SCALE E-17-010 NOTES AREA EVALUATION U0o � Q ,/4„ = ,' (LINO) FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY tw i= a o DATE: 06/05/2017 F THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING GLAZING IN WET SURFACES PER FBC R302.5.1 uvwG AREA 1696 SQ FT o z z GLAZING IN WALLS, ENLOSURES OR FENCES �. Q O Q CHANGES M/D/Y CONTAINING OR FACING HOT TUBS, SPAS, 2—CAR GARAGE 484 SQ FT V g W N REV. DATE WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, t.. fA H FOUNDATION /PLUMBING LAYOU INSPECTOR'S S USE PRIOR TO FRAMING INSPECTION. SHOWERS, AND INDOOR OR OUTDOOR SWIMMING FRONT PORCH 112 SQ FT CC a H W REV. DATE —__ POOLS WHERE THE BOTTOM EXPOSED EDGE OF O OF THE GLAZING IS LESS THAN 60 INCHES REAR PORCH 412 SQ FT L6 LL 2 �. JOB No. SEE STRUCTURAL PLANS FOR PARKING BUMPER (IF REQUIRED) MUST BE INSTALLED BEFORE G.O. MEASURED VERTICALLY ABOVE ANY STANDING PROVIDE PROTECTION PER FBC R3025.1I TOTAL UNiDER ROOF _ 2704 SQ FT W M >- >> >> >> OR WALKING SURFACE SHALL BE CONSIDERED WITH MIN. 1-3/8 THICK SOLID CORE Q d m (� OR DOOR, MIN. 1-3'-' THICK SOLID OR L SHEET I/8 TYPE X GYP. BOARD REQUIRED ON CLG. PER CODE R 3 0 2. 6 A HAZARDOUS LOCATION. THIS SHALL APPLY HONEY-COMER CORE( OR 20 MIN. FIRE- VO L U M t O I I E R M A L_ f� A C E W Q w TO SINGLE GLAZING AND ALL PANES IN RATED DOOR. INSTAL A SELF-CLOSING Ll IVI L SPACE SEF_ STRUCTURAL PLANS FOR ALL SLAB INFORMATION AND SIZES MULTIPLE GLAZING. DEVICE. 16,960 CU FT w � Nw 3 VAC PENETRATING RATED ASSEMBLIES T O COMPLY W FBC R302. 5 ---- ------------ _____ _ UNDER STAIR PROTECTION TO COMPLY WITH FBC R302.7 (IE ACCESSIBLE) c Ic OF: 3 W LL WIRE/BRACE FOR _ CEILING FAN W/ ' \ LIGHT I \ \ GFI WP AFI AFI I I I 3 � WIRE/BRACE FOR WP \ ,FI CEILING FAN W/ O \ LIGHT F WIRE/BRACE FOR CEILING FAN W/ z LIGHT AFI \ Jo FI - ---- -- ` O� GFI AR �\ < (o I I II I - - - - - --- - - --- I I _ o I tY = I GF IF AFO w O oZQ0 QAF WIRE/BRACE FOR CEILING FAN W GFI AFLIGHT Z3 GF pii � WW CL - J AFI -- 3 d I Ld Li 3 -- - -- - -- AR I FIM G II F - REFG — --I -i - -- k - SPACE — — -_-- - I O AFI I I GFI r - AFI I --- - ;TB GFI �ATTIC7 GFI COMP. A/C rCCESj AFI AFI P 1 OWP W $p - > - DOWN I \ NN Of wP ISTAIRSI WIRE/BRACE FOR AFI A CEILING FAN W/ WIRE/BRACE FOR L_ — - / LICH T /'� CEILING FAN W/ AFl LICH T LL AFI v Iv Iw I I I V, GARAGE DOORGFI I O I WP f , AFI O w ELECTRICAL LAYOUT o R00E LAYOUT = - N Um Q O O �71 Lo OVERHANG AT EAVES 16" Q . zut N >: Lo OVERHANG AT GABLE 12 U 3- N ROOF SLOPE 6/12 CABLE OUTLETS TO ELECTR I CAL L E G E N D 11i LL- LOCATED LLOCATED ON THE .JOBLLJ THE LOCATIONS AND QUANITIFS OF OUTLETS, SWITCHES, AND FIXTURES ON THIS U Z PLAN MAY VARY IN THE ACTUAL HOUSE DUE TO LOCAL BUILDING CODES AND �"� ZLj REPRESENTS ROOF SLOPE DOWN PHONE OUTLET .j CABLE TV OUTLET THE LOCATION OF BUILDING MATERIALS. O W J 110 DUPI-EX OUTLET FD EXHAUST FAN o O &WP WEATHER-PROOF OUTLET F EXHAUST FAN W/ Z ix � ATTIC VENTILATION AFCI LOCATIONS LIGHT cd Q WITHOUT COVERED REAR PORCH ALL BRANCH CIRCUITS THAT SUPPLY 120-VOLT, & 220 OUTLET ® GARBAGE DISPOSALrn --i SINGLE-PHASE, 15- AND 20-AMPERE OUTLETS SPECIAL PURPOSE OUTLET © GARAGE DOOR OPENER ay VENTED SOFFIT IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, VENTILATED ATTIC AREA = 224 LINEAL FEET PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, []-J A/C DISCONNECT RECREATION ROOMS, CLOSETS, HALLWAYS, AND CEILING OUTLET 224 LF X 6.55/LF= 1467 IN NET FREE AREA SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A COMBINATION TYPE ARC-FAULT CIRCUIT 64- SWITCH WIRE BRACE FOR OFF-RIDGE VENTS INTERUPTER INSTALLED TO PROVIDE PROTECTION M WIRE/ BRACE ATTIC AREA = 2704 SOFT OF BRANCH CIRCUIT. - 3-WAY SWITCH CEILING FAN W/ LIGHT DRAWN BY JOB# 11300 X 2704 SQ FT = 9.01 SOFT CEILING LIGHT ED E-17-010 9.01 X 144 = 1297 SQ IN TOTAL NET FREE VENT AREA GFCI LOCATIONS I> SINGLE FLOOD SCALE 1297 X 50% = 649 IN NET FREE GFCI = INSTALL GROUND-FAULT CIRCUIT INTERUPTS Pc PULL-CHAIN 1/4" = 1'-0" (LINO) (3) 6' OFF-RIDGE VENT REQUIRED (ORV) WHERE SHOWN OR PER NEC CODE. DBL. FLOOD DATE: 06/05/2017 OFF RIDGE VENTS: SOFFIT VENTS: WALL LIGHT O SMOKE DETECTOR m CHANGES M/D/Y HIGH-EFFICIENCY LAMPS (1) 4' ORV = 144 IN. NET FREE 12" 4.18/PER L.F. NET FREE 0 REV. DATE SMOKE DETECTOR A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY SC CARBON- DIOXIDE DETECT. V REV. DATE (1) 6' ORV = 216 IN. NET FREE 16" 6.55/PER L.F.. NET FREE INSTALLED LIGHTING FIXTURES SHALL BE HIGH OO RECESSED LIGHT W JOB NO. ELECTRICAL EFFICACY LAMPS ® PENDANT LIGHT PANEL BOX 0 SHEET NOTE NO SOFFIT VENTS IN SOFFITS THAT PROJECT WITHIN 5' OF PROPERTY LINE. L1. 0 3 OF: 3 DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX ----'- - -- - -'---'-------------� -' ST-1......................STRUCTURAL SPECIFICATIONS NOTES 3,4 ST-2...................._FOUNDATION PLAN --=- ----=-== ===-- - ---- - -- - = USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL Building Code th STUCCO AND DIRECTLY _ ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE ST-3......................1ST LE'�EL STRUCTURAL FRAMING PLAN Florida Building and Residential Codes,5 Edition(2014) p 0 P�iN 1'3 "32/16 SPAN RATED OE38 OR PL YLVOOU INSTALLED VERTICALLY OR{%,;°24/10 � ST-3A....................1ST LEVEL ROOF FRAMING PLAN z ADHERED STONE INSTALLED HORIZONTALLY)W/8d COMMON:6"C.0 AT PANEL EDGES, •12"U.C. !N THE ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE) Code for Design Loads H H (NOTE 6) MELD, 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGE=S. SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON SIMPSON USP USP FASTENERS ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE) ANSI/ASCE 7-10 x ¢ SHEET FASTENERS ST-5.......................TYPICAL WALL SECTION S w GEJ (8)Y4"x 1%'SDS SCREWS (8)Y4'x 1Y"WS15-GC 1 ST-6......................SECTIONS AND DETAILS _ ROOF LOADING...............................................Cd=1.25 Q J NiIN%F,"24/16 SPAN RATED 0813 OP.PLYWOiDD INS TAL_LED VERTICAL_OR HORIZONTAL 1,2,3 t 1 „ 1,2, WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d COMMON TOP CHORD LIVE LOAD..................................20 PSF _ J ALL OTHER VENEER '011 r is t r r � IN STUD/ O x 4/ ST-7......................SECTIONS AND!DETAILS IF APPLICABLE O O v„ R<i COMMON:6"O.G EDGES AND i=LD JNBLJ.QED HOR!ZOP37`,,L_PANEL EDGES); DTT2Z DTB-TZ CS18 EACH END OF CS20 EACH END OF ( ) ` ( EMBED EPDXY OR Y f7'x 4Yz"EMBED EPDXY TOP CHORD DEAD LOAD................................7 PSF (NOTE 8) 61,O.C.AT PANEL EDGES, 12"O C. IN FIELD(BLOCKED HORIZONTAL.PANEL EDGES) ( SCREW ANCHOR OR SCREW ANCHOR STRAP STRAP LEGEND ■ BOTTOM CHORD LIVE LOAD (18)0.162"x 212"IN (18)0.162"x 2 Y"IN O ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) n"IN'%3;,"32/16 SPAN RATED PLYW::0D!NSTALL.ED WITH LONG D!MENSIC)N 1.2.3 STUD/BEAMITRUSS 1,2.3 STUD/BEAM/TRUSS OR "OR"SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL C) ATTICS WITHOUT STORAGE.......................10 PSF Y C7 TILE ROOF _ „ _ r (7) 10d x 1 Yz" (7) 10d x 1 Y" N i'! RPEND!CUTAR TO SUP1'C)RTS i;V'8d R�Nti�SHANK NAILS: 4"�.0 .AT PANEL E€?._7E i AND HTT4 'j8'0 x 6"EMBED ANCHOR HTT45 �� 0 x 6"EMBED ANCHOR MTS12 EACH END h9TW12 EACH END � (NON-CONCURRENT) w (NOTE 7) ALTERNATIVE FOR THE APPLICATION SH01MV o = U) 8'0 C. IN THE FIELD ( IN CONCRETE IN CONCRETE UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL V_ BOTTOM CHORD DEAD LOAD........................5 PSF � w -- ______ . _._ -.-____--___ -__....__ - -_- "- Q 1- !1+)!N' "24/16 SPAN F2ATED,)SEs i i F'L.Y�aVC <;L? lNv l;�.Ltf'D VVi T!i Lr NG L;iMENS!'JN (26)0.162"x 2%"IN (26)0.162"x 2%"IN EOR ENGINEER OF RECORD 00 O w p SHINGLE AND METAL ROOF /,e ,,, EW EACH WAY O s Z N PERPENDICULAR TO SUPPORTS VV' 8d RIN-G SHANK NAILS: 6''C?. .AT PANE=L_EDGES, i 1.2,3 STUD/BEAM/TRUSS 1 2,3 STUD/BEAM/TRUSS 9 10d COMMON (9) 10d COMMON U) ( OTE 9) HTT5 HTT45 MSTA24 ( ) MSTA24 OSB ORIENTED STRAND BOARD 0 WIND LOADING.................................................Cd=1.60 0,C. IN THE FIELD, i s „ s ASCE 7-10,3S GUST........................................130 MPH _ _ _ __- /8 0 x 6"EMBED ANCHOR / f21 x 6"EMBED ANCHOR EACH END EACH ENC O BASIC WIND SPEED FLOOR DECK SHEATHING: iz"T&G OSB OR PLYWOOD t'd!10(! ,;OMMUN: 6"O.G AT PANEL ED Era. 12"O C. IN THE IN CONCRETE IN CONCRETE WSP V`/OCD STRUCTURAL PANEL SYP SOUTHERN YELLOW PINE ' L EXPOSURE CATEGORY.................................. g (NOTE 5) FIELD. _ ____._____.._ _ _______--____ (20)y"x 3"SDS SCREWS (24)3"WS IN STUD SPF SPRUCE-PINE-FUR N IN STUD GROUP GROUP 1 (13) 10d COMMON (13 10d COMMON BUILDING CATEGORY..................................... II I%MN-/�"OSB OR PLYWOOD OR GDX!NS TALLED PLRPE=NLDCUL.AR 7,'D SUPPORTS�N!8d HDQ8-SDS3 - PHD8 MSTA36 MSTA36 ) CONT CONTINUOUS cJ ENCLOSURE CLASSIFICATION...................... ENCLOSED PORCH CEILING BOARD SHEATHING: COMMON: 3"O.C.AT PANEL.EDGE`>. "'• "C)C. 1N ft:[ F!>'LI�. ( 8"O x 12 EMBED ANCHOR �"0 x 12"EMBED ANCHOR EACH END EACH END O.0 ON CENTER M -. _ . _. -._._____.___._-____.__.__.-__ A __-_ IN CONCRETE IN CONCRETE LSI_ 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, ONO. J INTERNAL PRESSURE COEFF........................C.18 - _ r_> > {� � _ ,,, N PRESSURES............. tt1iiti Xc,"OSB OR PLYWOOD� #STr%,; Lr`.irE_RT4.;AL OR i-OM21t:rN kN 6d C h1t0N- 3" (38)16d SINKERS INTO (38)16d SINKERS INTO (11) 10d x 1%z"IN {i 1) 10d x 1%"IN (3 1/2"WIDE LSL BEAh4S ARE EQUIVALENT f0 2-PLY 1 3/4"BEAM LL cn C.&C DES G ................• SEE TABLE 1 ( ) SW DESIGNATED SHEAR WALLS. o r SH, ,.- I , OCKI_ to c ,• -C ) f': .AT. ANEL EDGES.6"O.C.it !�i T r' t- r-.l:}(i.1NL,L _G',.7��ilZUI�i:�:t_F�rtPdEt.�L.t�F_-,$), STUDS STUDS TRUSS/RAFTER TRUSS/RAFTER LVL 2.0E MICROLIl�.h7 LVL ENGINEERED LUMBER, 1 3/4"WIDE (NOTE 8) - ( STHD14 STAD14 HTS20 HTW20 - !2"O.G. INFIELD(BLOCKED s ft>Ky r I9 sikL Ai1L-L EDLaL`it I WET EMBED IN WET EMBED IN (11) 10d x%"IN (11) 10d x 1Y"IN PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNG. _W..I FLOOR LOADING..............................................Cd= 1.00 __ ._____ ._ _ TOP CHORD LIVE LOAD..................................40 PSF NOTES: CONCRETE CONCRETE STUD STUD _ ' -- _r -; ,� � t � ,� � USE _ ;a, � SHANK�t n, _: s`• i •c �l- 1 SYS 42 PROPERLY RATED OPEN VuE6 HEADER J TOP CHORD DEAD LOAD................................10 PSF 1. FOR SHEATHING THICKNESS GREATEF, LEiAN /,;"CATEGORY(32 f: t-A . T)NG), SE 10d R G :.,HA � d� t >:,v ,_Li OF 8d RING (10) 10d x 1 Y"NAILS IN { 0) 16d COMMON NAILS (5)8d x 1Y"IN (5)8d xl Y"IN > SHANK NAILS. 0.1.48"x 3"LONG). 2 STUD 2 IN STUD H2.5T/ TRUSS RT7/ TRUSS t Z o BOTTOM CHORD LIVE LOAD..........................0 PSF ( LTT20B t „ LTS19 t „ INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS Q BOTTOM CHORD DEAD LOAD..... 2. COMMON NAILS IN WALL SHFATHING MAY GE SUBSTITUTED VV.;8d L' .`-k`,•' D IPIQX I'iA'1 S:. � / 0 xC EMBED EPDXY 2 R SC EMBED EPDXY HA8 5)8d x 1/"IN TOP RT7AT ...................5ASF ( (5)8d x 1 2 IN TOP OUTLINED ONTYPICAL WALL SECTIONS, DETAIL SHEETS Y 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA R.t, T:t'1> »: 1 i'`:Ts�T�>! PAN,-,-L. OR SCREW ANCHOR OR SCREW ANCHOR PLATE PLATE 4. ALL WOOD STRUCTURAL PANEL SHALL. ;;ONFORM TO THE N40,31".,-Ur'R -R! AT="E't +C:AFA E� v�•PEC:! {{ A,Tl:31ti is L� >'.f l L E=MENTS OF (5) 10d x1 Y"IN (5)10d x1 Y'IN �`�}}z INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM U SPECIAL FLOOR(GAME ROOM)LOADING....Cd= 1.00 CURRENT APPROVED APA.MANF.SPEC:"'IC:ATIONS. 12 16d COMMON NAILS 1 (12 16d COMMON NAILS TRUSS TRUSS 1�� E 1. S Q PSF { ) ) H8 RTSA BOTTOM PLAT_ANGHORAUE IS 2"ANCHOR @ 8'-0"O.C.(ONO ON FRAMING PLAN OR SW TOP CHORD LIVE LOAD..................................60 5. FLOOR FASTENERS ARE MINIMUM REQ!44 D FOR UTAPHRAGP0 DF�Sf N. F •P !NC!" SED FL,,-,()R?F:f F.}ls'u=, tC E AND TO HELP ABU44 _ PAU44 F, t „ � � c TOP CHORD DEAD LOAD................................10 PSF /"O x 7"EMBED EPDXY /"O x 7 EMBED EPDXY (51 10d x 1 2 !N (5)10d x 1% IN .,PEClFICAT.ONS} LVE LOAD...........................0 PSF REDUCE SQUEAKING, 8d RING SHANK,!'ILS OR 8d SCREW NAILS IRE rxr r;j,P;3E"4tAF�: TOP PLATE TOP PLATE _ N BOTTOM CHORD L O 6. 1%z"32/16 SPAN RATED OSB OR PL.YVVC)t�D WLTt-I FsL.UG'KED PAI`iE�t �"L�. �> !�P Pv;'1='�;<E":,�fvltvlFrl,`1T7CAN PER:, E` t�-`;i ll`a!(::AL t„„ i„ P STRUCTURAL WOOD BEAM 'd' � BOTTOM CHORD DEAD LOAD........................5 PSF , rt> r„ a t 7 .1 r��, - (12) 16d COMMON NAILS {12) 16d COMMON NAILS (9)10d x1/ IN (8}8d x1:z IN „ BULLETIN Q370 WHEN STUCCO LATH IF r'CT•A„HED DIRECTLY T OS,O PLYi, O 'D..5!t: ULD t3 ILD �F t`; t A,o.DN&ALLOW, O x 7"EMBED EPDXY 1 Y8"O x 7"EMBED EPDXY STUD STUD LIJ MAXIMUM FLOOR TRUSS SPACING...............16 O.C. MIN STRUCTURAL REQUIREMENTS ARF :�F"24/1f3 SPAN RAT!P^!t;!�,# t?,Ll..t t s!t';;''tl�.ti�:1'A�_LY aT=`:/i:r-iT! ,\3 ;_'>'t'F,sd FLEXIBLE E::�1fjLF VENEER ABU66 PAU66 TSP t „ LFTA6 ,t 1 „ WALL SPECIFICATIONS. INCLUDES FUL i.AND PARTIAL.HEIGHT`.ENIf EF•'.A. P CA!K'NLS i (12"EMBED AT GARAGE (12' EMBED AT GARAGE (6) 10d x 1 2 IN (8)8d x 2 IN .-, ,t ,+r �t R� a t � � ._ � - � t ! DOOR RETURNS) DOOR RETURNS) PLATE PLATE J.ty F'OUNUP•1'ION rtGYPdCTE G,�LLOUT � DEFLECTION CRITERIA 7. %2"PLYWOOD IS A WARRANTY LIMITA:EON t,OMMON'TO TILE tllAh vE 7:`' itF =FE'S b,tF�l,FlU i��;:C.PviP�r_.hL. _ C7�v ;. yvi �.? ROOF TRUSSES..............................................LL(240 WARRANTY AND INSTALLATION REQUIF'EMENTS ALL Cb'✓,`/s;"APA 1?."`-,TE1) ?STS,iE= F,0U 1 INV Y ISE=USE- T� HU48, HD48, (6) 10d COMMON {6)10d x 1%"!N F- ;I_P i1 T ,f P ROOF (14) 16d COMMON IN (14)16d COMMON IN - TL/180 8. WOOD STRUCTURAL PANEL MAY BE:N:;.TALLEU VERTICALLY Ciki!1C' ilPC1' r; L fi'' 't+.'::NLsI. ,CiCE�:)HORIZONTAL O iT L PANE:'.E r),3r 5. HUG48, HD48lF, IN TOP PLATE TOP PLATE 2 HEADER HEADER DSP RSPT6-2 STUD COLUMN KEYNOTE Q4LLOUT TL MAX 1"UP TO WOOD BLOCKING IS REQUIREC FOR Sk{'i=ARWALLS LESS T Eir\N 5'tt'LEN"'.. r. HU`8 z' (6) 10d COMMON IN BEAM HD28-2' (6)10d COMMON IN BEAM (8) lOd COMMON (8)10d x 1,z" 40'SPAN 9. MINIMUM STRUCTURAL ROOF SHEATH!NG ZEQiJIREMt=N"fS FOR i1I�..�.L t' i()1 ..:u�.:i3,Nt; 3+:Lic.AS�il+;N HUC28 2 HD28-21F IN STUD/HEADER STUD/HEADER U ET C D t ,r , E ROOF.F. 1 (:ULD - -- -NUMBER OF SDWC,156U0 CONNECTING TOP PLATE TO STUDS. U RS INSTALLATION REQUIRE,S'Pi.0,'1 : kU >t SHEATHING E)<C EE Uls'ti: 'i'F w E <tJC,'1>?'�.t_ HU410, (18) 16d COMMON IN HD410, (18)16d COMMON IN (26)16d SINKER IN (28) 16d SINKER IN ROOF MANUFACTURE OPEN WEB FLOOR TRUSSES/BEAMS..........LL/360 I- >F , c- _ R I HUC410, HEADER HD410lF, HEADER WALL FRAMING WALL FRAMING Y MINIMUM,CONTRACTOR SHALL PROVI:�L ROOF SHEATHING IN r C, ,'t?I; v( P- v�I ft<t�CjClf"ING S ECIFI.A i IC3Pv::7. LGT3 LUGT3 --NUMBE I OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS 4 Q TL/240 g HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (12)SDS t/"x 2 1 �° ?T-- , TL MAX%4" TABLE 3. MAXIMUM EXTERIOR WALL STUD SPAUNG I�" G $ :f ;_ IIUC210-2 BEAM HD210-21F BEAM IN TRUSS (12)N DROSS 2 z i TO MATCH WALL l=RAMlhCa SIZE AND GRADE, ONO. a D 2 STUDb U) � (4)Y4"x 1 Y2"SDS SCREWS (4)Y4"x 1Y' WS15 SCREWS _ 1 U) p ---ACD!i ION.AL CLARITY FOR,T HE LOCATION OF THE STUD COLUMN Z WOOD I JOISTS...............................................LL/480 NOTES 1 2 3 - -- ^� _ �- IN TRUSS/RAFTER IN TRUSS/!RAFTER 1 ! 0 TL/240 - -I�- - - �•r ,n - wc��. �j ANCHOR F- t UCCO F,NI„HAL/3 11 ._>_EX iBLEE Frel_,SI-I.1,,'12 7 I E tiGA10KT (4)tin'x 3"SDS SCREWS IN HGA10 (4}%4'x 3"WS3 SCREWS IN SOWC14500,SDWC15600 NO USP EQUIVALENT TL MAX Y2" BEARING CONDITION WALL HEIGHT �i VVALL L EIGi IT C BOTTOM OF STUD COLUMN CONNECTION TOP PLATE TOP PLATE � •1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN (!) &STUD TYPE 8 F T 9 FT 10 FT 1' FT � �' <?�'` c,!:-! '`" NOTES: F' , 8 F s r t _` Fl 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL u7 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER _ f�--T-, 'f` --` ---- T - DIA.&EMBED SPECIFIED WEDGE DIA.&EMBED SPECIFIEDL COLUMN TO '.ST LEVEL STUCS/HEADFR/BEAM. W W z m 2x4 SPF STUD 16 10 12 s �l tt; b 1c7 12 - TITEN HD fly FBC 1605.3.1.1. -. __.;_____ _� i______.____t__ _____�_____.__ ..�_ ON PLAN BOLT+ ON PLAN 1 "ANCHOR"REQUIRES BOTTOM PLATE ANCHOR WITHIN 3"OF STUD COLUMN a Q ' ❑ J 2x4 NO.2 SPF 16 16 16* ! 16 ! 16 � a 1i 12 L- NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE m ❑ ❑ w w < z TABLE 1 : COMPONENT AND (2)2x4N0.2SPF 1G 16 16 1F �; 1E ! 1r; I7 1 Z 16 NOTES: m 0 ❑ F z U m 0 O J m __�_ __.__.___ . __ .___. HEADER STRAPPING KEYNOTE CALLCUT r n 1- EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12-INCHES. OPTIONAL SIMPSON%z"x12"TITEN HD OR USP WEDGE I` J r a o Z w m z z ❑ O 2x6 SPF STUD 16 16 16 ^8 i! 1(t 1ii I 15 i6 ; 16 Q w w - 0 m Q Q w w �._._..____,�___.___._. BOLT+IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO-TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. � F m F CLADDING DESIGN PRESSURES - - -r--- --� ;-^- C-,v -} rt - NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD z w w � 0 D N w w ❑ m - 0 2x6 NO.2 SPF 11 16 16 16 I 1, T6 �� 16 ! 16- I 16 i 16 I_-16 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. Z paw ❑ w w _10 1i m - D -T.-_ 3. PRODUCTS SELECTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY BE SUBSTITUTED WITH � o ❑ m a Z a � w � m Z � ❑ 2x4 SPF STUD 16 12� ; - !i 16 ! 't2 j - -- EQUAL OR BETTER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD z a ❑ a } w w N t� ❑ z D WINDOWS AND DOORS _ � � r w Q a � a L9 m 2 w w a] � w w o I_ _._ -�16 16` 16 rt6; 12 12 1 __ ( 4. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. 1 DTT�Z KING/JACK.C�ROUF BOTTOM CONNECTION w ❑ w 2 2 w ❑ Z n a EFFECTIVE ZONE DESIGNATION Z 2x4 NO.2 SPF 16 i - Z Q h u� _ _--____t___..___.__��._ _-____;-__..___-L�_____Ay -.-__�______. 5. POSITIVE PLACEMENT GUN NAILS,2 Y2"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST + _ 2 a a !- F a Z w a w ! �� l - 1�T LE' EL STUD GROUP:HOLDDOWN REQUIRED AF BASE OF STUD GROUP 1- - 0 < 0a. 0 a ❑ WIND AREA IZ-Interior Zone(psf) EZ-End Zone(psf) O (2)2x4 N0.2 SPF 16 -16 16 I 15 r li 16 ; 16 ! 1a} j > 16 BASE ANCHORS,CS18,AND MSTA FLAT STRAPS. , Q z � Z w w z w X o - o O __I ;. _ ____.._ __ __ _______._T_.__-.__ -__ +SND LEVEL S fC COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD o w , a a ❑ w D Q m 0-20 +18.24 -19.79 +18.24 -24.42 O ti {- - --+_-� _ 1 - L 2 G 2x6 SPF STUD ! 16 I 16 16 16 j ?6 �1 1f' �i`?_ I 1e t6 I i6 TABLE 8: SPECIFIED SW WALLS GROUP TOISTL VEL STUDS/HEADER/BEAM. Z Q m X m 0 w w 0 m o < 0 Z -�- - -__.T_ _ _ + --- Q w 21 -50 fe +17.36 -18.91 +17.36 -22.67 2x6 NO,2 SPF 16 16 16 i6 , 1 16 -!6 16 16 16 NUMBER OF HOLDDOV,41WSTRAPS AT BASE OF KING/JACK GROUP W w w Z w X Q w Q wa m- -=- __-- - LL NOTES 1,2,3,4 51 -100 fe +16.31 -17.86 +16.31 -20.56 NOTES: r- L1J 1. STUD SPACINGS ABOVE ARE THE U A.RFQUIRI_D ACCJf',L'�IP!a ) 'Tt.kt3 t1ElC3liTA"J1:T'{PE, L.NLL_Sv.<1'�CiT it CiTti`=R�VlSE ON HEADER FRAMING KEYNOTE CALLOUT Z z I > w Q 0 Z Z I U 0 0 F w z Z ❑ - - a Q p 101 -200 ftz +15.50 -17.05 +15.50 -18.94 PLAN. (2)2x10-1 /2 NUMBER OF KING STUDS F.g6t SIDE OF OPENING Z z o p G >In z N w a m ? Z F 2. IF STUD SPACIN Sd1 T> Lj STUD :Z.E fiND GRADE 15!dCT ;PPLIC;F3E) ' .:7 "fl!AT'1NALL HEICzHT, 3. STUD , IN TABLE DESIGNATED YVI Mi ASTERISK REQUIRES ALL 1'4ON-CORNER STUDS LOCATED!N WALL ENL ZONES TO B� wxlll,�� s END STUD GROUPS W w Z z >- VrW < ❑ N w 0 � v UVINYL SOFFIT MAX PRESSURE(psf) +17.4 -23.2 O I NUMBER OF JACK STUDS�ACH 51DE OF OPEPJING w - � �_ a w wDOUBLED, FASTEN STUDS PER FRAMIN NOPE#5, SEE END ZONE KEYtY1,k L{:;CAVI?R BELOVV TABLE 1 F R 4'END Z��NE LOCATIONS. SW TYPE NUMBER OF STUDS Q _ aZ_ zZ_ Qv w a0w QGARAGE DOOR PRESSURE SEE FRAMING PLAN 4. ALL NON-BEARING WALLS MAY BE FRANIFD W!2x STUDS AT MAX 24"O C. W El zHY ] zw 0 w Farte- SWI,SW2,SW3 2 SIZE OF HEADER(iAtL HEADERS TO BE N0.2 SYP)OR WSP � U � Z3�y a m ❑Q ❑TABLE 4: NAIL SIZE LEGEND TABLE 5: FAS`i�ENERS IN -�°'1 � . ❑ wZ Ll NOTES 1,2,3,4 SW4 3 INUMB- PLIES IN HEADER J r � PRESSURE TREATED LUMBER 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP Z SHEETNO.: I I DIX;METE= L.ENGTHJ _. ____ -.�- --._..� REQUIREMENT. INcERED LUMBER HEADER FRAMING KEYNOTE CALLOUT O8d COMMON F 0.131 2-%" = _=_-== --�---= =_ --=-=-== (2)91/2"LSL-tI PLUMBER OF KING STUDS EACH SIDE OF OPENINGQ ��-�8d RINGSHANK 0,113" 2'/' lii'kcSvTC\/�;Tl�lE � FASTE1�lER T VPEt , I <CZA STANDARP CARBON STEEL � NUMBER OF JACK STUDS EACH SIDE OF OPENING � STRUCTURAL 10d x 1/" 0 148YEND STUD ADJACENT TO HOLD DOWN MAY BE SUBST•TUTED W/END ZONE KEY MAP j1MIN 36"BLOCK W/(20) 10d TO END STUD - HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL,OR SYS42) CL SPECIFICATIONS 10d _ 0.131" 3' ;� ' S TlrINLlwSu ONNE:GTt:3FZS F.s''dDEND ZONE: END ZONES SHAD-BE TAKEN -- _ t' S0DiUM ESORAT!.!NOTE 1; 3 -- W FA.;TEN FSS REQUIRED --DEPTH OF HEADER JOB NO.: 10d COMMON 0.148" 3" 1 O AS THE 1ST 4.0'PER IRC FIGURE R301.2(7) - -- 14UMBER OF PLIES IN HEADER 0 3/4"WIDE UNO U 12d COMMON 0.148' 3-Y4"_1 1+ �t;ONNEf P t�1:5#�I1J�i �!'\L� END STUDS CONNECTION(NOTES 5,6,7) ) Q AT2468 16d SINKER 0.148" 3-%' I ! ;; ' ZAIIAX,C3 2,,.1 OR TRIPLE ZINC 1ST LEVE' 2ND LEVEL HEADER FRAMING o ��3 H r SUBDIVISION: -- �. r)ATFG F+Pjt _ ; SW TYPE HOLD DOWN STRAPPING 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH 2 ROWS 10d 8"O.C. Of 16d COMMON 0.162" 3;1" II (lNCa1.S)P C;ACO.iY MS{�; r nc c t IiT � -T � ( ) @ _ --J � LI I-,-4.>Tt N�R.�s t J F L.L i O, _-- SWI DTT2Z MST.A36/CS18 STAGGERED. O 950 Sailfish Drive NOTES: ,I .-- _.-._ _ _.a --J 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: LL 1. INSTALL 10d NAILS UNLESS OTHERWISESPECIFIED. SWZ HTT4 (2)MSTA36/CS18 - t�,QTL_,�>� •SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS,SEE TABLE_2. 2. COMMON WIRE NAILS AND THRE.ADEDHARDENED STEEL NAILS -- - `I E7 :-E51j+.tr 5C)i�iUP�?r30! t;TE Tfty 1\1`MI NT. e`3EAR!Nr ON SW3 HTTS (3)MSTA36,CS18 Q SHALL CONFORM TO THE NOMINAL SIZE6 SPECIFIED IN ASTM •ATTACH'TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W/8d r()NCF ET:0v/E R VlkPOR BARMER ARE N:`)T DIRECTLY SW4 HDQ8 (4}MSTA36/CS18 _ LOT NO.: _ COMMON @ 3"O.C. (j F1667. NOMINAL DIAMETER SIZES APPL';`TO FASTENERS E:t(r,C S;E'Dl TC)EAR T l OR kNE/ FhEf ASND H/VE BEEN PROVEN •EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING;SHEATHING Z - - BEFORE APPLICATION OF PROTECTIVE .;OATING. TO BE N :N-�;:;:'tRROSWE 'TO CARBON iTEE....FASTENER,,,') MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE 3. WHEN A BORED HOLE IS REQUIRED T G PREVENT SPL.I17ING OF BOTTOM PLATE ANCHOR SPACING(NOTE 7) •NO.2 SPF HEADER SILL INSTALLED ABOVE 0t MING W/(1)CRIPPLE STUD AT EACH END � FLOOR PLAN: A WOOD DUE TO FASTENER PENETRATi.3N,THE BORED HOLE -- •WALL SHEATHING ABOVE OPENING MUST SONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WALL SHALL NOT EXCEED 75%OF THE NAIL GR,SPIKE DIAMETER. SW TYPE MAX ANCHOR SPACING _j Marlin-A SECTION SHEET)FROM"I"OP OF PLATE T O I-lIBELOW OR SILL PLATE ABOVE OPENING Q 4. THE NOMINAL DIAMETER ANIS LENGTH OF TYPICAL FASTENER~ SW1 48"O.C. 3. FASTEN ALL MULTI-PLY HEADF_RS'TOGETHERW!)(H(2)ROWS 10d @ 8"O.C.,STAGGERED ALONG EACH EDGE. SPECIFIED FOR THIS PROJECT ARE AS i i.STEG IN TABLE 4. 4. FASTEN ALL HEADERS TO KING STUDS WITH )8ti TOE NAILS. Z DESIGNED: CONCRETE AND FOUNDATION NOTES Sw2,SW3,Sv✓4 24"O.C. 5. IF HEADER NOT SPECIFIED,CONTACT ENGINLIER)OF RECORD. U CCS/SDA 1. CONCRETE COMPRESSIVE STRENGTlT r,;>R FOOTINGS=2,50.'i'(>:.A?"28 F'a 'Y• il.1NC;. 6. :ONO ON PLAN.. MIN('1)SD'✓VC15600 TOP PLT TQ KING STUD AND(1)SDWC15450 KING STUD TO DOT-TOM PLATE W 2. CONCRETE COMPRESSIVE STRENGTH E FOR SLAB=2;54G P,,-;l, [28 s)AY l{'.;NC). _ - -JJ CONNECTION REQUIRED EACH SIDE CLE UPE LNG(NO CONNECTION REQUIRED FOR OPENINGS AT FIRST H REVIEWED: 3. ALL REINFORCING STEEL#3 AND BIGC'JR SHALL BE ASTM rata t GRADE 0 DE'"ORMEED BAR,'' 'UNO). FLOOR HEADER WHEN A 2ND LEVEL FLOOR�YSTi M!S ABOVE. X 4. ALL REINFORCING STEEL SHALL HAVE 3U DEGREE BEND AT CORNERS WITr;A 24"LAP. 24''LONG#4 E'SAIR iS RE(�vEJi1✓ENDED TO BE 7. TOP PLATE TO HEADER CONNECTION PER Oi�r?�UF THE FOLLOWING(NO CONNECTION REQUIRED FOR CL DBM 's NOTES: OPENINGS 3 FT OR LESS OR.AT FIRST FLOOR!-LEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: �( LL INSTALLED AT ALL REENTRANT��ORNE'iS. 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE REVISIONS DATE H IS AN ACCEPTABLE ALTE!-.NATIVE AND SHALL NO-1-REOUIRE"s NNIF. FlUE'R LENGTHS SHi"%LL FIE 1/ INCl-s T'.:._INCHES IN LENGTH. TOP PLATE TO HDR WI SGV✓G15600 @MAX 3�"O.G.AS SHOWN. "ALTERNATE SECTION(HEADERS),ST-5 O 5. FIBERMES BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF DOSAGE AMOUNTS SHALL RANGE FRC , )mac.TO 1 5 POUND'_-' `PER C:UBiC YARD 1N ACCORDANCE WITHTHE k iE itlf�I�l.rf�r T stzER'S +SPH w/(12) 10d x i%" z 16"O.C.OR t z WALL SEGMENT IS IDENTIFIED AS SW1, SW2,SW3,SW4,OR SWB ON THE PLAN. •DSP w/ 14 lOd x 1-Y." i6"O.C.OR ) U RECOMMENDATIONS. SYNTHETIC FIBFs S SHALL COMPLY All i- r�;�Tt f 1 !1E. "!'HE�AIIUFAi ",ISR.M f.4 OR:LIPr_.Ir_s. I IAL!_ PROVIDE : { } G 4.0 FT 2. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. •FASTEN TRUSS DIRECTLY TO HEADER wl� OR NTS w/ 14 10d x 1-1/2" OR EQUAL APPROVED BY EOR m W ES - Nt A ( ) ( )• 1 ST FLOOR END ZONE CERTIFICATION OF i�QMPLIAN E WNE;`REQULSTE�J BY THEE.E1trli D!.,t v�Ff'sGIAL :3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT r i � -�s (�'P) DESIGNATION 6. MASONRY STEMWALL AND MOZLITH...,FOOTING ARE IPlTC tct{t,AhG�An, T M1 R i - EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN. TABLE 9. P L.AN I\-OR I E N E HEADER REQUIREMENTS o ow 7. EARTH AND EARTH FILL SUPPORTING`LABS UN GRA!E S ASS31'+JILk ;t HAVE A N4IN1MLIM GSE.A1R11NG AP ,C1,F t, 2;; ,0 psf!N 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. ACCORDANCE WITH FRC 5TH EDIT ION;:'0114)TABLE R40?.4.1,AN }SHALL BE:FREE OF ORGANIC:MATF.RiA .L AND�OHI ,-,!VE SOILS. NOTE 6(APPLICABLE TO ALL) COMPACT THE FILL IN 12"LIFTS TO AT!_ AST 95%OF MOIDIFlL=D Pf:'1-OCT() ; AXIMUM DRY DENSITY. IT IS THE OWNERS.OR CONT ACTOR'S 5 2ND LEVEL"SW"SHEAR WALLS-END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: - - - Z � RESPONSIBILITY TO CONFIRM THESE,"SSUMPTIONS. HOLD DOWN WITH FULL-HEIGHT 2'DIA. ROD TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. CONTINUOUS ROUGH OPENING WIDTH ! TUCCO FINISH-U360 FLEXIBLE FINISH-U180 0 8. CONCRETE FLOOR SLABS ON GRADE ;;-TALL BE INSTALLED OVER A MINIP WKI 6 MIL.POLYETHYLENE VAPOR RETA„RI)ER WITH JOIN'S 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW V'✓!STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD � (NOTES 1,2) i � MAXIMUM 11' MAXIMUM 11' W LAPPED 6"AND SEALED OVER GLEAN; :,OMPACTED EARTH OR Ri_L:�!!T!+APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF DOWN. � � PLATE HEIGHT PLATE HEIGHT � 6. DESIGNATED"SW"SHEARWALLS WITH A COMMON CORNER REQUIRE 1 HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. - 1' - Q SUBTERRANEAN TERMITES. x y ; ,�_ z 7. SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS. SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS. GREATER THAN 46"OF TO 75"(NOTE 3} (2)2x4 (2)2x4 9 STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL AT't-E»l TI�Jt.I TO E.iv=o�,.!?kC_DURING Ci.)lvS l FtUC::T1iJN CONTACT ENGINEER TF O --� Z RECORD IF THIS CONDITION EXISTS. Z GREATER THAN 75"UP TO 111" ); (2)2x6* (3)2x4 U) !11 10. TO CONTROL CRACKING,CUT 1"SAW(':)T 8 IN THE SLAB IN A 15'x15'GRID`a"!I THIN 1 HOURS OF CONCRETE PLACEIN?E NT. CONTACT EOR FRAMING NOTES _ FOR ALTERNATIVE METHODS.CONTR(-'L JC:NTS ARE NOT REQUIRED 1NHEE ANA OR FIBERMESH ARE !NC:LUDED VA1-1 CONCRETE WORK. � ' GR��I'fER THAN 111" E x 0 SEE FLOOR PLAN SEE FLOOR PLAN O 11. DO NOT SCALE FOOTING DIMENSION AND LOCATIONS FROM Tl-!ti FOUNDATI.ON PLAN. DO NOT DETERPVIINE FOOTING LOCATION FROM 1. SIMPSON ACRYLIC-TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. (NOTT � ST UCTURA ENGINEERING Z N � GREATER THAN 48"UP TO 75" E 3) (2)2x4 (2)2x4 Q = 'j Z ARCHITECTURAL PLANS OP.FRAMINGPLAN. IF FOOTING 5lZf Js{LC)Gft31G'PT IS NOT D> TERMINF;rE FROM U 1E OF F fIiNUATION PLAN ANCHOR BOLT,THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN - - ..� .40 ALONE,CONTACT THE ENGINEER OF RECOPD. A HOLE AS SPECIFIED BY MANF(TYPICALLY ts"TO$"GREATER THAN SPECIFIED ANCHOR DIAMETER).ADHESIVE/EPDXY Op GREATER THAN 75"UP TO 111"- (2)2x6* (3)2x4 U CL `( O F 1 MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATT,MANUFACTURER'S SPECIFICATIONS MUST BE GREATER THAN 111" SEE FLOOR PLAN SEE FLOUR PLAN �� r��i - Z PRE-ENGINEERED TRUSSES & I-JOISTt,. � _� � 0 W - o FOLLOWED FOR PROPER INSTALLATION. �� K M(!R ee V m 00 Q 1. ROOF OR FLOOR TRUSSES FABRICATE)�i O ACHIEVE THE ROOF PLANES DEPICTED ON THE ARGFIITECT'jRAL PLANS SHALL BE DESIGNED UNDER THE 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY,UNO.ALL WATERPROOFING AND FIRE SAFETY 1. FOR OPENING WIDTHS GRE,ATEP.THAN OR EQTL TO 48", FASTEN PLANK HDR TO STUD GROUP WITH MIN 6 10d � P 9 � V SUPERVISION OF A REGISTERED FLOE!'GIA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRi-SWINGS SHALL BE PREPARED IN ACCORDANCE WITH SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. TOE-NAILS AT EACH END. O ��`� �:��.\ E N`SF•'q�"��'.� 0 ¢ � ANSI/TPI-2002 AND SUBMI TED TO THE ENGINEER OF RECORD FOR At'PRCtyi?L PRIOR TO FABRICATION. DESIGN CRITERIA!S LCC TED ON SHEET 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN 2. WINDOWS WITH INTEF:MEDIATE JACK STUDS Y BE TREATED AS SEPARATE OPENINGS. N 71457 Q Z O ST-1 OF THE PLAN SET, TEMPORARY BRACING SHALL BE T11--IE RESPONSIBILITY OF THE CONTRACTOR AND ,HALL ESE LEFT IN PLA ;E AFTER FLORIDA BUILDING CODE TABLE 2304.9.1. 3. FOR TOE-NAILS R OPENING WIDTHS LESS THAN 48".A SING! 2x-PLATE IS SUFFICIENT. FASTEN PLATE TO STUDS WITH(3)10d 0 * o � � H CONSTRUCTION IS COMPLETE. 4- BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. AT EACH END. _ * E, Z 2. TRUSSES OR i-JOISTS SHALL.BE DESIGNED TO MATCH THE ORIENTATION,SPAN Q RECTION,SPACING, BEARING LOCATION F.ND NAMING 5. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d @ 8"O.C.STAGGERED. 4. FOR PLATE HEIGHTS ABOVE 11',SEE FLOOR P N FOR PLANK-ORIENTED HEADER REQUIREMENT. Z �: � :� O a � W CONVENTION OF THE LAYOUT SHOWN HERE. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. 5. (*)HEADERS DESIGNATED WITH AN ASTERISK EQUIRE MIN 2x6 WALL FRAMING. _ 0:• S TE OF .:40/` LL V• � a * 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CUNNt GIT')N DESIGN AND SPECIFIC'ATIGNS AND 5UBP1!T THEM UNDER SIGN AND SEAL 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. 6. IN SITUATIONS WHERE PLATE HEIGHT ELEVATI N VERSUS TOP OF OPENING ELEVATION DOES NOT PROVIDE FRAMING U � '•A, P,� ��` Q O a Q m 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH 3 8d TOE NAILS. DEPTH ADEQUATE FOR PLANT;ORIENTED HEA ER TO BE INSTALLED,GRAVITY HEADER HAS BEEN SIZED TO RESIST OUT W ii� ss•......... '��?�� W � W � D WITH THE TRUSS SHOP DRA'NINGS. ( ) 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD ANI?TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT 8. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM OF PLANE WIND LOADS. ANY SHIM MATERIAL TWEEN TOP OF OPENING&BOTTOM OF HEADER SHALL BE FASTENED �OnJA�� ` �S �' W O RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, ONO. TO BOTTOM OF HEADER WITH(2)ROWS 0.131 X 1Y"EMBED INTO HEADER @ 8"O.C.STAGGERED. W ��l��i�� W V N 5. CONNECT ALL TRUSSES TO TOP PLATE.AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARC-11IT`ECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE Q-7 1 Derek B.Murray,P.E. L j ENGINEER OF RECORD FOR AnPROVA_PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA.,THIS SHEET`. METAL CONNECTOR ENGINEERING P.E. No.71457 cc 06-14-2017 4"CONCRETE SLAB W/ 1 6x6 CO x W1.4 WWF OR r - 4"CONC�E.�F z=�..�' Vt N04 OR NO 5 @ 18" � 4' CONCRETE SLAB 4"CONCRETE SLAB W/-\ FIBERMESH (2)#4 OR(2)#5 CONTINUOUS /---- E 4 J1. ?: N1.4 VvVV� r: , , W/9"BEND @ BOTTOM GENERAL FOUNDATION NOTES - - - - - - - / R FIDERMESf=: L�x��N e.-t x V 1.-i WVIF ASH \ F 6x6 FIBEWlA x ESH 6x6 W1.4 x IBERW1.4 WWF =iv?~FiME:Ss' 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE WWF OR FIBERMESH OR FIBERMESH n - o < --_ _ -^/ �^ --a .-. - 0'_0"q F F VARIES 8„MIN0-4-q F F A MINIMUM BEARING CAPACITY OF 2,000 psi IN ACCORDANCE WITH FRC 5TH __ _�_____�_____._----_1 __ �_ _�,� RIES --� - EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL 8' MIN a---a-__-__ a _ VA ° \ \ \ \ \ \ \ d d \ ,r-^, •------*-*r-a I ��° - - - - - - - a- �► -d----a---4-- `---I VARIES AND COHESIVE SOILS.COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF 4� 1 1 �' 28' MAX `\/\ \ \\\ �\ ' '� ° I w f .-^ 28"MAX o %� /': /';�//;;% , " a° i/ `; ��----_.__a_° % / % / /\% ./ �/ / / / / \//\/// °�___-- - -- MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR /\/\ �;\ • .d ,.\ 8"MIN \\,�\\ \\�\,/\/ \\ \�\ \�/\\/\\/\\/� /\/\ \ CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. VAPOR BARRIER MINS \ \\ \\ \\ \\ d \ d 12"MIN./ \ \%i\ \/ \\/\\ \, \/\ q ?... IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT 77 ///\ • ` \�\\ \ \ \ \j\\ ' j/ �� ' \`\\� '\ VAPOR BARRIER \�\\ • \// /�\/%j//\\ \j; >` \ r i\ SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR.ADDITIONAL �\ •�n j/' / .//�//�//i/ 16„ I VAPOR I�ARRiEh 1 --` \/ //41 /y/ FOUNDATION WORK MAY BE REQUIRED. 6"xK' ;!tl.,.sCI N�_ 8" \ 3 SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN O Fz(3 A ';�I-C. -:7�;i'004, '\ / ACCORDANCE WITH THE FLORIDA BUILDING CODE.CONSULT ARCHITECTURAL / } �� VAPOR BARRIER / FOOTING TO BEAR ON 6"OPT. EXTENSION IN BRICK I VAPOR 6"OPT. EXTENSION IN BRICK SEE FLAN PLANS FOR LOCATION OF SLIDING GLASS DOORS. ■ �� FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN ^ e S_; R LOCATIONS ON FND PLAN 12"UNDER 1 STORY WALL I BARRIER 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. O {J BEARING FOOTING SECTION 1 WITH(2)#4 OR(2)#5 CUNT c SEE.DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. O 12"UNDER 1 STORY WALL /"`��"` _ 12"UNDER 1 STORY WALL � J 5. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT 04 WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO. 5 :L ;tib STEP SECTION WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO. 5I T 4L1�6"UNDER 2 STORY WALL ` CORNERS, SEE"RE ENTRANT CORNER DETAIL'THIS SHEET. LO BAR IN BRICK LEDGE BAR IN BRICK LEDGE ITt1(3)#4 OR(2)#5 CONT N 16"UNDER 2 STORY WALL16"UNDER 2 STORY WALL 00 WITH(3)#4 OR(2)#5 CONT WITH(3)#4 OR(2)#5 CONT 0 BEARING GUF:B STEP SECTION FOUNDATION KEYNOTES: 0 L 1 MONOLITHIC FOOTING SECTION GARAGE EXT WALL CURB SECTION IF GROUND ADJACENT TO FTG SLOPES DOWN IF GROUND ADJACENT TO FTG SLOPES DOWN NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 04 AND AWAY FROM STRUCTURE STEEPER THAN AND AWAY FROM STRUCTURE STEEPER THAN N 1'-0"VERTICALLY PER 3'-0"HORIZONTALLY, 1'-0"VERTICALLY PER 3'-0"HORIZONTALLY, 8"x8"DEEP THICKENED EDGE ch CONTRACTOR HAS TWO CHOICES: LA W/(1)#4 CONT J CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE 1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE OF EOR TO PREVENT EROSION OF SOIL. OF EOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING � 12"DEEP FTG W/#4 L 12"EW _j 2. USE STEMWALL FOOTING 1__.� _ UNDER BOX COLUMN, FTG TO BE -� PROJECTED MIN 6"AS SHOWN Z 16"SQx12"DEEP FTG W/ 0 0 I 52'-4" G (3#4 EW Y U TYPICAL REINFORCING BARS AT THICKENED !ll--------- ? 11''8" (3)#4 E 20"DEEP FTG W/ D (3)/#4 EW N I FOOTING,SEE PLANIU-2"1C, 0-2" 2"10' _ DEEP FTG W/ MIN 24"LONG#4 OR#5 I ��.. ��.. ...-i .�' E (4)#4 EW w BAR SET AT MID-DEPTH --I I— — — — OF SLAB,TYP ALL `- -- _.- -- - - - - 36"SQx20"DEEP FTG W/ (A � RE-ENTRANT CORNERS ' - - - -- F� I r - •� � � - - - - - - - � {41#4 EW I- II ' I 48"SQx24"DEEP FTG W/ Q — I (4)TOTAL I ( O (5)#4 EW,T&B U Se HOUSE SLAB I I I I RE-ENTRANT CORNER DETAIL Z I O (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS ff i I I U) NOTE 3 i i LO R W m Q o 0 07J (7 ❑ ZmaW — — — —I I� 0 2 Y H 0 W ❑_ — - - - - - - - - - — I r Q U EO W 0 W W Q Z r - _ -_ - - - f- - I 4"CONCRETE SLAB W/ � Np0 � � z0m0Womm I I 6x6 W1.4 x W1.4 WWF Q p W I I I OR FIBER MESH Q � mm > pWm - Ocj Ia OPT I I c I 8"CMU CHAIR BLOCK W/ Z o a W ❑m � � w o W W W o � iC4 ( TOP OF SLAB (1)#5 CONT. ❑ m a z � } W z � ❑ jI I I ---------------- Z W � Z a ❑ Q U' UJ = W N N F W W Z Qi � W ° mm � lz- MZW4LL fA LLI `t F WI- W ❑ WUm F � ❑ a ❑ a ❑ a � , ❑ VAPOR BARRIER \ I \ \o m OmWw = mo00WO0aW 25'-0" 2'-8" 24'-8° I \ j //j\ ' // z z _0 o � ❑ N = � o z _. w w - o w W � IW- o � W W w w . w � - o ►- z r, #4 OR#5 VERT REINFORCING \ UP TO 3 COURSES: / / / / Z w W a z ui UP 48, O.C. ,\/ \ // // / zz )- z< 0 _ 10 ❑ 0 < wz /\\/ I /\\j1\j/ Z Zooz } o �nWaD ,� zZF ❑ .- \% WW jI -W QFz3M Q -as" I I I F \ w z ❑ � 0 w7 WWQmU W _ WI, f- Fm � - - Q IQZ } z2QUwm - OFQt�. � Zcri' aLnmozOWQZQ � WH ? 3cvamao[7I ? ° v 1 r ADDITIONAL#4 OR#5 IN i (D— FOO.INCA TO BEAR ON FIRM — " //\ / ' BRICK LEDGE LL. SHEET NO.: c, I UNDISTURBED SOIL Z i CO 4"OPT BRICK LEDGE 0 ST-2 I co VERTICAL REINFORCEMENT — NOTED ON FND PLAN F- w FOUNDATION `r TO HAVE 6"BEND AT BOTTOM Q CAST-IN-PLACE FOOTING SPECS iv I I N 1-STORY:8"X'I6"W/(2)#4 OR(2)#5 CONT � PLAN 1 :;T 2-STORY: 10"x 20"W/(3)#4 OR' 2)#5 CONT O JOB NO.: I I U 15'-2" 9'-2" 5'-10" Q AT2468 - ---� CMU STEMWALL SECTION SUBDIVISION: 1 I 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK O 850 Sailfish Drive l I FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 LUL. I - - - - - ^ I COURSES HIGH.SHOULD THIS CONDITION EXIST,RECOMMENDATIONS U_ �. r- ..- .- --- ---- --- ---. __- -- __-. _ -_... ._ _._ __. -- .__ ._ ._._.. __- -- -_-- _-� r MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY.EPDXY U �- _- - -- - - � I - -- - - I : LOT NO.: L — — _ _ _ — — — — — J I ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. Z I I Ur FLOOR PLAN: 3 I o'-o"A.F.F` J Marlin-A f I I ((BEYOND) 0Z _ I "FLOATING CONCRETE: , U BLOCK W/ 4 Z DESIGNED: 6 �'" `r I SLAB W/5x6 W1.4x1,4/1.4 (1)#5 CONT v CCS/SDA WWF OR FIBERMESHLLJ w H REVIEWED: 1 OPT y X - -- - - - I t 6 I ` . t _ -.,�',- i Z) FINISH w DBM I IO GRADE CL X REVISIONS DATE #4 OR#5 VERT REINFORCIN \ _ \\/�\�\�// /� ; m I I I ( UP TO 3 COURSES: 72"O.C. I I I 4 TO 5 COURSES: 48"O.C. Z 5 s o I I /;` { ' I O C I 1 _ i� 2 I A FOOTING TO BEAR ON FIRM I ; (2)TOTAL I UNDISTURBED SOIL ADDITIONAL#4 OR#5 z - - - - - - - - - - - - - - - - _J IN BRICK LEDGE VERT REINFORCEMENT TO 4"OPT BRICK LEDGE O HAVE 6"BEND @'BOTTOM NOTED ON FND PLAN STRUC URAL E GINEERING `4 CAST-IN-PLACE FOOTISPECS — ' 1-STORY:8"x 16"W/(2)#4 OR( '-5 CONT U 2-STORY: 10"x 20"W/(3)#4 OR(2 #5 CONT ♦♦♦11111 I UNDER DOOR � � � B. g I ; CMU STEMWALL SECTION >- F V I 1. SPEGiA t CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK 0 7 457 FILLING E i A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 -1 *' •'* W '' 1' COURSW HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS -0: 5" 12 4'-11" 5'-2" 4'-11" z --- ---- --- — --- ----- MAY BE f)BTAINED FROM THE ENGINEER OF RECORD. _ : OF LL 15'-0" 14'-8" 2. SCREW'N ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY O ,c� P.:�� LL o EPDXY ANCHORS MUST BE USED IN STEMWALL 52FOUNDA'i IONS. w le O R.I...."' N � ----- w ,ON ON 'mnrW _ � � Off a- Derek B.Murray, P.E.OUvDATION PLAN- 1 // METAL CONNECTOR ENGINEERING Q P.E.No.71457 x � r- 06-14-2017 FRAMING KEYNOTES (METAL CONNECTOR) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MiN(2)!NTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. • 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS C WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE O INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS O BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. O B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE.ATTACH FLOOR N DECK TO SW DBL TOP PLATE W/1Cd 3"O.C. CV SEE"TY91?.3AL POrCH -- � 4. PORCH BEAM FRAMING NOTES 004 SE/ 1-; T-6 !�E"f.A.11_.. A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV 0 -6x6 NO.2 SYP P POST. SHEET''`-'' � SW2 NOTCH TOP OF BEAM 3' FOR BEAM PKT CONNECT!ON AT WALL. � (4)TOTAL NOTE 4 TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. N --- NOTE 8 N + ------- --- -- B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV 04 - - (h cn �;> rk 10 {�') rx10 \ (2)2x10 (2)2x10 PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. �-` (2)2x8-1/2 LL C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR LLl c: PORCH BEAMS. BEAM TO POST DOWN STUDS W/HTS20 OR, J MSTA24. POST DOWN STUDS TO STUDS BELOW W/HTS20 OR O MSTA24. Z O 12)2x10 D. BEAM ATTACHED TO EXISTING FRAMING Y (2)2x4-1/2 ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS U W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. Q 1 MSTA24 SW2 SW2 1 DTT 2Z 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL cV NOTE8 -_ ! NOTE 8 I I ! 1 WALL SECTION SHEET. O MSTA24 MUTE 4 — W N (2)2x6 TOP 6. HIGHUPLIFTCONNECTION: TO STUD W/(1)SDWC15600 @ 16"O.C.OR(2)SDWC15600 tr 4 O.C. I I NO HDR-0/2 _ `7;�xf ,,'< �'�r {�) 6-1/1 \ •ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL � ;2)11 7/8"LVL-2/3 STUD"g)MAX 32"O.C. STtSTUDS \/ • 1 ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC15450 @ 16"O.C.OR O i ��/ (2)SDWC15450 @ 24"O.C. U 0T 12Z c Ci •TOP PLATE TO HDR W/SDWC15600 @ MAX 16"O.C. Y j 7. PLANK-ORIENTED HEADER FRAMING < (2)2x4-1/2 A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2)A35 d li EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON Z j DETAIL SHEET. Q ( B. FASTEN PLANK ORIENTED HEADER TO JACKIKING GROUP WITH I" HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. I ` - --- - C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY. U) - -" " ------� STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT u7 n OF PLANE WIND LOAD. � w w Z 10 Z 8. HARDI PANEL IS INSUFFICENT FOR SHEAR LOADS.SHEATH a 0 N W V � W w 0 WALL, PRIOR TO INSTALLING HARDI PANEL PER"SW" ILr,T �� 0 ❑ � � z u N 0 w o - m SPECIFICATIONS OR SHEATH INTERIOR FACE OFWALL PER ti J } 0 z W o :' m z z 0 "SW"SPECIFICATIONS O W � > 0 N w W 0 0 N 2 ❑ < I- W W Om < � < 7 Wti I Z p a w 0 W w O W m - 0 IX , + I � I i 00MIL LL,pW � mOZ � W Q (L Q- < 0 Iwwn � mwU1 U1 m Z WF 0 U - - -- -- --- \ I I <F 10 < 0 F F ly z w ❑ 0WZaZm 0wJ00M m a' wWI 00 W � 0 < w ITT i u C7 < It0 w w z w 0 < 2 w Ili - ,-i I Z < XW ❑ 0F ❑ - I 0Z C ' H `RDIE PANEL SPECIFICATIONS �`* w W W zz W X < W Q m `�—` z (2)2x4-i -- - — Z Zw < wa � ZZ � ZOcjmul FWz i• } U0 0 < W r----- - ( F/ HAA)!EPANEL VERTICAL SIDING FASTENED DIRECTLY TO z Z 0 z } W cn w a m to ? z p F— - —� ! F_XTER19R WALT_FRAMING W/(2)ROWS 6d COMMON NAILS W W Z _j E m W 0 Q w W < I � u SPACED\12"C.C.,STAGGERED,ON EDGE AND 6"O.C. IN FIELD W - ❑ C7 W m 2 M w 0 - i - 2STUDS v Q I < Z } z. I < L2 < W I - Q p ;S ACCEPTABLE ALTERNATIVE FOR OSB ON ALL SIDE AND p I.- � I z F H u 0 z w 0 0 W I- O a REAR WALLS, INCLUSIVE OF SHEARWALLS. UNO, BLOCKING IS Z 0 < i 0 M 0 I W 0 z < DTT2Z � � I Q' OW < FJF • I ❑ J REQUIRED AT HORIZONTAL PANEL EDGES.SEE 'DOUBLE STUD O F 3 N a m < ❑N F - 0 0 �` II DETAIL BELOW." LCL. IN LOCATIONS WHERE EXTERIOR WALL CLADDING IS SWEET NO.: fiPEClFiCED AS STUCCO,OSB WALL SHEATHING MUST BE Z ------------- } O 2}2x6-111 I PROVIDED AS SPECIFIED IN TABLE 2,ST-1 - ST-3 1!" WSP HEADERS ARE NOT APPLICABLE W/HARDIEPANEL Q SIDING.REPLACE ALL WSP HEADERS W/(2)2x4 W/(1)JACK 0YSTRUCTURAL I / (2)2x4-1/1 STUD AND(2)KING STUDS. s ; I SDWC SCREW REQUIREMENTS FRAMING PLAN I 1 STORY HOUSES: JOB NO.: 1 i I I •TOP PLATE TO STUDS W/(2)SDWC15600 @ MAX 48"O.C. V '7 �i OR(1)SDWC15600 @ MAX 32"O.C. Q AT2468 j I •BOTTOM PLATE TO STUDS W/(2)SDWC15450 @ MAX 48"O.C. p 1 �----- -- ! OR(1)SDWC15450 @ MAX 32"O.C. SUBDIVISION: j -NOTE**THE(2)SDWC MUST BE INSTALLED TO WIDE FACE OF O 950 Sailfish Drive STUD AT TOP AND BOTTOM AS SHOWN IN"SDWC DETAIL". 12 STORYHOUSES: i (2)9 1/4"LVL-2/22x4-1/2 SECON&LEVEL TOP PLATE TO STUDS W/(2)SDWC15600 @ Q i MAX 48"O.C.OR(1)SDWC15600 @ MAX 32"O.C. V LOT NO.: I •WALLS WITH ROOF TRUSS SPANS<16' , Z NO FURTHER UPLIFT CONNECTION REQUIRED, DEAD L,> •• - LOAD OF WALL NEGATES UPLIFT BEYOND FLOOR PLAN: I •WALLS WITH ROOF TRUSS SPANS>-16' •• FLOOR TO FLOOR UPLIFT CONNECTION PER ONE OF THE ° Marlin-A I FOLLOWING OPTIONS: Q 1)SECOND LEVEL STUD TO FIRST LEVEL STUD W/MSTA36 Z DESIGNED: OR CS18 @ MAX 32"O.C., _ 2) 1ST&2ND LEVEL PLATES TO FLOOR TRUSSES PER IU CCS/SDA I NOTE 4 "TYPICAL WALL SECTION",SHEET ST-5. H REVIEWED: *EXCEPTION: FIRST LEVEL TOP PLATE TO STUDS W/(1) X (2)2x8 (2)2x8 (2)2x6-1/2 SDWC15600 @ MAX 48"O.C., ILO MAX 32"O.C. W DBM i (2,2x8 •• FI T LEVEL BOTTOM PLATE TO STUDS W/(1) ll i -- -- — S C15450 @MAX 48"O.C. < REVISIONS DATE NOTE 4 6x6 N0.2 SYP PT (2)ROWS 6d POST, (2)TOTAL O.C. STAGGERED AT I NCH PANEL EDGE m SEE"TYPICAL PORCH (2)SDWC1560 SHEATHING DETAIL.", TO WIDE FACE (3)2x;2-2i3 ——— SHEET ST-6 10d @ NO SCREWS MIN 3/", MAX 1" Z r---- EDGE DISTANCE 4"O.C. , THIS STUD — --' GAP.AGE DOOR DESiGN I�— _-�J DOU 9LE STUD DETAIL SDWC DETAIL SIM BOT. PLATE) � T—— WIND LOAD(PSF)� - w t15.43/-17,42 Z G1 ST-6 ST-6 j O P STR CTURAL GINEERING T F- CL B fp U No 7 457 W O :* v Z -o• * = LL LL - T••. FIRST LEVEL STRUCTURAL FRA :I G wLA 1 /4 = 1 O X '' j�q;E�,•�� 0- Derek B.Murray,P.E. METAL CONNECTOR ENGINEERING Q P.E.No.71457 06-14-2017 ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MANUFACTURED SHEAR PANEL •INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN •SHEAR PANEL TO SW DBL TOP PLT W/10d Ca,3"O.C. •FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. •NOTE: IF PRE-MANUFACTURED SHEAR PANELS ARE NOT PROVIDED BY TRUSS MANUFACTURER, SEE"ELEVATION OF BOX-FRAME OVER SW" rm DETAIL,SEE DETAIL SHEET 02. TYPICAL BEARING BLOCK •BEARING BLOCK TO BE NO.2 SYP,MIN 48'LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. 40'8," 11 7 •ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM p -- ---------------- __- -__ ----------------- - _. -. CHORD W/(3)ROWS 104 @ 4"O.C.STAGGERED. p N U� r �J n IQ- L0 (O I� cz� �- t- r- �- r- N M �t u7 (O I1_ 00 3. LEDGER FRAMING NOTES: 0- r C� r- r- �- c- �- �- r' O O O O •FASTENLEDGER TO FRAMING/TRUSS VERTICALS AT EVERY 04 �O O O � F- F- F_ F- �. F- F- F- , SUPPORT WITH FASTENING SHOWN BELOW(MAX 24"O.C. cl �� - ' t1 _ •ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED O LOCATIONS ON PLAN •SEE TABLE 5 OR SHEET ST-1/S1 FOR FASTENER PROTECTION N AGAINST CORROSION N `J01 h I li li � it I J01 •IN ACCORDANCE W/FRC 507.2.1, EXTERIOR DECK LEDGERS M i � ;! I i i! I li I I � � I SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS J it AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING LL J03 J03 LEDGERS ARE FOR INTERIOR USE ONLY. LLI ,I I C! i'; ! ROOF FRAMING LEDGER: J05 -- J05 2x6....................(4)124 COMMON Z t I 2x8....................(6)12d COMMON Q II j 2x10..................(8)124 COMMON Y J07 — _— - - I' ( !' II J07 2x12..................(10) 124 COMMON U \ I j I II I, I, II li !I FLOOR FRAMING LEDGER(W/NAILS): � PT 2x6................(3)16d COMMON N J07 J07 PT 2x8................(5)16d COMMON O 2x10............. 7 1GdCOMMON w ` ,I �' PT 2x12..............(9)16d COMMON � � t. is I J07 —. -—_ \_ ,ICY L f Lh I} lr'C,SE NOTE12 I - 07 I I FLOOR FRAMING LEDGER(W/SCREWS): ! u • �i u�SS f� tl�` /HTS2 MTS 12 II PT 2x6................(3)'/4'x 4-'/2'LONG#14 WOOD SCREWS F- I i 51 PT 2x8................(5)%a'x 4-'/z"LONG#14 WOOD SCREWS J07 J07 PT 2x10..............(7)'/a"x 4-%z"LONG#14 WOOD SCREWS PT 2x12..............(9)'/4'x 4-?'i'LONG#14 WOOD SCREWS 0 I - --_� __�� 1 I i I I I' J07 I 4. OVERFRAMING NOTES J07 j I; I I I I I •ALL PAFTERS TO BE MIN.2x6 NO.2 SYP 24"O.C.MAX. Q N •ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. ") •FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d z COMMONS MIN. J07 =;i i__. i ---- ' --- -- 18' - 07 EACH RAFTER O �- , r� - - J j I O"SLEEPER"W/SIMPSON H3 UPLIFT _ CONNECTOR. j J01 �- TYPICAL ROOF DECK. SEE I j TOP PLATE TO JACK/KING GROUP: SHEATHING SPECS, SHEETST-1 � ! �(1)SDWC15600 SCREW AT OPENINGS 6'OR LESS. 1 "(2)SDWC15600 SCREWS AT OPENINGS BETINEEN 6'AND 8 1 36"<c< 8' I` TOP PLATE ..� SEE PLAN OTHERWISE --— S OR RAFTER TO I I � SDV`IC15600 INSTALLED FROM BELOW PLATE AS SHOWN IN INSTAL LATkON#1 k 14 C / BEl OW 1 ! H2.5A/T OR SDWC15600 V,JALL SHEATHING TO TOP PIAT`W/So , ; JACK/KING GROUP CONNECTOR TO INSIDE COMMON,SPACING PES'. TABLE 4 ST-1. 4' ! j 0 FACE OF STUD 13ETWEEN TOP OF WOOD PANEL AND � 1 e,� _ ■ � CENTER OF FASTENERS. ; ! I 00 TRUSS OR RAFTER TO TOP PLATE I s N -fftIJSS•TO TOP PLATE 1N/ -- OPTIONS, UNO. [ [ •H2.5A/T ! St?V`lC 1 CE:OC r_Jf? Ft2.5A/T TRUSS OVER HEADER: [ rb •SDWC15600 i INST DIED @INSIDE FACE OF PLATE AS SHOWN* 'COP PLATE TO HEADER W/ O H2.5AfT OR SDVVC15600 @ HEADER JACKWING PROPERLY WIND LOAD RATED SOFFIT MAT"ERIv3_ I SIMPSON SDWC15600 @ MAX TYPICAL 0) L �i :, t f T ! E f STUD W! - 32"O.C. (SEE HEADER EXTERIOR WALL GROUP AND @MAX 32"O.C.,SDWC MAYBE CONTiNUCUS @PERIMETER. SEE TSS C.MS O,dt,P) TOP c>s T� TO S, d INSTALLED TO EITHER FACE OF STUD,SEE AND CLADDING DESIGN PRESSURE:,ON SHEET 51-1 i i R I [)'V G5600 O_;,2.5AiT TYPICAL FRAMING NOTES ON SHEET N IN INSTALLATION DETAILS BELOW J I EXTERIOR WALL STA FOR ALTERNATES) cV 2x4 OR 2x6 STUD GRADE SPF OR STUD SPACING PER TABLE 3:MAXI(V1?,iSi1 i M BETTER @ MAX 16"O.C. PER EXTERIOR WALL STUD SPACING. ROOF STUD ALIGNED DIRECTLY LL PLAN BEARING ONLY. � ;-SEC 1NSTf i..r.AT!()r 42 fiELQ BELOW TRUSS HEADER FRAMING Lu TYPICAL WALL SECTION I LTERNATE R OF-TO-WALL CONNECTION ALTERNATE SECTIONS AT ROOF Z (SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) O U) Y U Q •ANCHOR BOLT(SEE OPTIONS)4'u/NUT AND 2" 1 MIN X"36 KSI O !� L-HOOK THREADED ROD MIN X."Ox 6"TITEN HD MINY2"Ox 6"TITEN HD t--- MASA TO TOP OF W SQUARE k ASHER: •TWO STORY-STUD TO BOTTOM PLATE @ I AN 1`?R B01_T OR HILTI KWIK HUS-EZ ! •EACH SIDS'.OF OPENINGS / OR HILTI KWIK HUS-EZ BOTTOM PLATE W (6} F_HEADER JACK/KING GROUPS AND @ 48" ADHESIVE(OR •WITHIN 1 "C)r END OF PLATE�tGG��rel'"� j ;` I a_:�`N �F t."•S=J-BOLT AT 10d x 1 �" O.C.W/SDWC15450 - APPROVED EQUAL) •MAX 48"C'.0 CTHERWSE , HOLD-DOWN TO TOP OF WOOD ?'DIA,x 2"MIN •SINGLE STORY-STUD TO BOTTOM PLATE ;�..,,IN -DOWN 1 2x6 BOTTOM PLATE -- 2x4 BOTTOM PLATE ! iK'�,,. 1,P" a . 0 a CTORS EMBEDMENT @ HEADER JACK/KING GROUPS AND @ I ? t __. _ PLATE i APPROVED 32"O.C.W/(2)SDWC15450 WEDGE ANCHOR I •SDWC MAY BE INSTALLED TO EITHER r-- WALL SHEATHING TO PT SILL PI.F1 i E t:%1 i S? ; I i ; OR EQUAL 48" FACE OF STUD,SEE INSTALLATION I 8d COMMO SPA CNG PER TABLE-2.:S?" '' J �° a ° -- MASA TO SIDE OF O @ i ,, a ° BOTTOM PLATE W/(3) U O.C. MAX W/2" DETAILS BELOW 8"EMBED AT STEMWALL BETWEEI•d BOT70M OF PANEL I ° 10d x'i !" Y SQUARE WASHER z I ; , 6"EMBED AT MONOLITHIC a �-AND CENTER OF FASTENERS, ! � i ` 4 MONOLITHIC OR MONOLITHIC < gafJNiLIT iC OR ° ° t ° �T ( t STEMWALL FOOTING FOOTING ONLY ° - -MASA SET%"TO THE pa. MINIMUM? MAX X"GAP BETVVEEPI „ I (EMVVAL!.FOOTING a ° V INSIDE OF SLAB. ° d e BOTTOM Off_PANEL AND TOP OF SLA I a E+ , LAN Q APPROVED ADHESIVE d " v O 41e 4 \// ° d ° !, y a OR EPDXY ANCHOR ° MIN. a MIN. 1- 3 i MONOLITHIC OR " ° _ ~ ° 7'\\ \,7, i g MIN ° 3 *4" d ° c � MONOLITHIC Z) i Tr Z (, STEMWALL FTG PER /4" d FOOTING ONLY �� PLAN a ° n a > !Y /2 DRILL & EPDXY 2 2 ° e a ❑ Z °a a �; ` f1� SCREW ANCHOR IN �" !?� SCREW ANCHOR IN a W p z ° EXTERIOR SHEAI'I1rflG?<<}R=Sty^Vis i '' " .t_IC .T ANGHOR a ANCHOR 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE MASAANCHOR Q o i n Y ° o `` W o ° 'd WALL UPLIFT AND SH'CAF:AT SILL ` �� _.___a_�.. - � J ❑ p0 ? � z o j p W Ll � M \ i PLATE. TYPICAL, >)�tO If i TYPICAL > a p Z W J — m -� z z ❑ . YPI�:AL BOTTOM PLATE ANCHOR OPTIONS a I- w W p m Q M Q 3 W LL TYPICAL WALL SECTION — _ z p a w ° Z L >- - p a f30TTOIv1 P_nT? ANCHOR l NOTES: 1-HOUR FIRE RATED ASSEMBLIES: U) ❑ Ina Z i_ W } W z z ❑ (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 1. ANCHOR REQU RED ADJACENT TO EACH SIDE OF OPENING FIRE PROTECTION ASSEMBLIES ARE TO BE DET ERMINED BY BUILDER AND ARE UNDER THE 2"-2%" U) Z a ❑ a y W W m m In D z W 2. TYPIC AI. ANCHOR BOLT SPACING IS 48"O.C.,SEE PLAN FOR ENFORCEMENT OF THE BUILDING OFFICIAL. LLI Q N Q W D I w W W I- N W � TYPICAL WALL SECTION NOTES: NON-TYPI��AL B LT SPACI NG. REQUIREMENTS TED WALL COVERINGS REQUIRE A MINIMUM OF 1'z"NAIL PENETRATION INTO Z Q I p Q a 0 Z LL (1 z w w 1. ALL TOP PLATES ARE TO BE BUILT WITH(2)2x_N0.2 SYP FASTENED W!(2)ROWS 10d @ 8"O.C. STAGGERED 3. f�11NlMUF('?}ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. F %ALZED ORTS MAX 24"O.C. Pressure (A Q z n w ❑ z w a 0 p ° (UNOj. MINIMUM 48"LAP W/MINIMUM(20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. AN=aT�CNOR 1�R`IST BE PRESENT WITHIN 12"OF THE END OF ANY PLATE USE GOR STAINLESS FASTENERS IN FIRE PROTECTIVE MATERIALS PER N •• treated sill m p w W = z 0 0 ❑ w � o Q W 2. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE N0.2 SYP DUE TO FASTENER CAPAC11 IFS- 4. ALL BOL 1'ANCHOR OPTIONS REQUIRE NUT AND 2"SQUARE WASHER SPECALLATION DETAIL • ' :• •' ,% , ❑ Q Q o w W F N D Q O Z 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES,TYPICAL. • WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE PROTECTION AND •• ' W i - p w F- t- Z a F W N LL M 4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS WOOD STUDS(FBC,, BLE 721.1(2), FOOTNOTE L). w _x < W M w 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK /"TYPEX SHEATHIN MAY SUBSTITUTE WOOD STRUCTURAL PANEL FOR"TYPICAL 30 SDWC 15450 at sill plate connection Z w W Q w a f F p z ui w w 10° 0°Finish:Black E-Coat z 2 > Z IL O a ❑ ❑ W Q w p WALL"FRAMING APPL TIONS.AT"SW"WALL,OSB OR PLYWOOD MUST BE INSTALLED Optimal 22X° TO INTERIOR OR EXTE R FACE OF SPECIFIED WALL PRIOR TO FIRE PROTECTION. Z w w 0 d m z z LL N Q F z 3 Q Note:Sill plate anchor to foundation not shown for clarity. W w ❑ I L7 W [g N W Q W (7 U SDWC INSTALLATION SPECIFICATIONS AS PROVIDED BY SCREW MANUFACTURER SDWC STUD-TO-,SILL ¢ I Z LI Q E I LI M 0 1 � W o Z c 0 � FIZF!- YOZWQ WF- � 1 �...__......._._.—... � � DW QHJF I ❑ J **NOTE TO FRAMER"* **NOTE TO FRAMER"* O J MAX(1)SDWC TO NARROW FACE OF MAX(1)SDWC TO NARROW FACE O;- EACH STUD,(2)SDWC TO NARROW FACE EACH STUD,(2)SDWC TO NARROW FACE Z SHEET NO.: OF STUD REQUIRES(2)STUDS OF STUD REQUIRES 2 STUDS O ST-5 Optimal 22X.° H Rafter or Truss �4 min 4 4'41In ► Q 10° 0° o TYPICAL WALL 30°Ma X"minimum X"Min -I 30° g Optimal22%° SDWC15450 p_ SECTION edge distance for full values Splice may be in 300 100 0° �� (with or without upper or lower MIN%2' EDGE JOB NO.: Do not install,SDWC in 1 a plate splice) plate DISTANCE O AT2468 ® hatched area �_ `w - .-- �' SUBDIVISION: SDWC15600 �.^'' .��- X"Max 3"+/Ya" 4-)�'" 0 950 Sailfish Drive „ -~ ' Offset Ya"from LL top plate splice Overhan 1 %a"Max I �` t `�t�WC15600" for full values MIN y2' EDGE Q DISTANCE \_ C) LOT NO.: Note:Sloped-roof rafters may be sloped up to and including a SDWC15600 -1 Rafter to Top Plate shown SDWC15600 SD'JVG15600 (1)SDWC (2)SDWC Z SDWC1560 12:12 pitch and must be"birdsmouth"cut. SDWC15600 - — Truss to Top Plate similar Note:Stud-to-Boftom Plate shown.All other installations similar. � -�i� - SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE OPT.SDWC STUD TO-TOP PLATE Sn1rVC INSTALLATION RANGE OPT.SDWC STUD-TG-SIL.L PLATE CONNECTIO 0 FLOOR PLAN: 1 STANDARDSDWC ROOF TO WALL INSTALLATION la STANDARD SDWC ROOF TO WALL INSTALLATION FWJGE 2 C)PT.SDWC INSTALLATIC to Rt;i' pct'FTER i•�lG;N A'iTN s C�1?✓ S�ti',-C I d>7ALLATiON RANGE 3 4 LIQ '� SDWC EDGE DISTANCE AND SPACING INFORMATIO (SIM FOR STUD TO TOP PLATE CONNECTION) CONNECTION THROUGH NARROW FACE AT NARROW FACE OF STUD THROUGH NARROW FACE AT FDN ° Marlin-A O Z DESIGNED: C) CCS/SDA f— REVIEWED: w DBM CL _ Q REVISIONS DATE n m 0 W Z O LU Q z U) :D EXO j= STRU URAL GINEERING H U CIL LLJ 9 , O No 0V J OLL— Z _ � . :� LL U ATR—V •.:44/'-: 0 LLI .t W .,,,�oNA'`ti aB. Derek P.E.EMurray,P.E. METAL CONNECTOR ENGINEERING Q . NNo.7145 17 W 6' OFF-RIDGE VENT 12 12 U. 6� " 6W J FIBERGLASS FIBERGLASS SHINGLES SHINGLES FIBERGLASS SHINGLES 10'-1 1/8" PLATE + + 10'-1 1/8" PLATE 10'-1 1/8" PLATE + + + 10'-1 1/8" PLATE - -- - 2„ - -_ - _- --- S I R HADE LAP SIDING- - —TRIM - 6X6 - --- -- - -- - - - -- 6X6 " 4„ 4' POST POSTTRIM - - - 8 -- - - 4" TRIM TRIM TRIM 4" TRIM - m ® - 6" -- I - - - z Z TRIM - TRIM--- - - _II - 4„ , ' I TRIM O - I LL - -- 6X6 6X6ILI 4„ - M POST POST TRIM - TRI - HARDIE HARD IE - _ TRIM AL SI 4 4 --- -- HARDIE LAP - -_ -_-. _ -HARDIE LAP SIDING VERTICAL SIDING - DING TRIM TRIM -- ----SIDING -- VERTICAL REAR ELEVATION 6X6 POST W 2 WRAP$D80U s. TRIM FRONT ELEVATION J 6" WTRIM 12 6� 6' OFF-RIDGE VENT z 12 Q 6� TRIM TRIM BERGLASS 12 FI SHINGLES 6" 6' OFF-RIDGE VENT 6D WINDOWS 0 SIDE WINDOWS ® FRONT TRIM AND REAR FIBERGLASS WINDOW TRIM SHINGLES I 10'-1 1/8" 10'-1 1/8" + + N + PLATE 10'-1 1/8" PLATE + + PLATE -_ - W 4 - 4"TRIM-- 4„ TRIM 4" TRIM 4" TRIM 4 » TRIMTRIM 4 6X6 TRIM TRIM TRIM TRIM LL POST - HARDIE LAP — -- 0 SIDING ' ..� � : . VERTICAL SI DLNGARDIE HARDIEHARDIE, IHA DIE , I U V) RTIC VCAtiEERTLSIDING VERTICAL SIDING W ILL ' I -- - - - -_ - -- - _ HARDIE ^ J VERTICAL SIDING VJ LEFT SIDE ELEVATION RIGHT SIDE ELEVATION o L FIBERGLASS SHINGLES 12 ON 15# FELT SEE EGA o A OVER 7/16" O.S.B. 12 ELEV. LA, 2 3/4' (SEE NAILING SCHEDULE) SEE FIRE o a = W/ 1/2" CLIPS ELEV. CAULK � 2X FIRE BLOCKING INSTALL VENTILATION SEE STRUCTURAL FBC R302.11.1 00 m ENGINEER'S DWGS N BAFFLES BETWEEN TOP PLATE :Dm WINDOW AND DOOR INSTALLATION (METHOD A- 1 TRUSSES SOFFIT SS - Q 0 WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. 2X6 FASCIA FIRE 26 GA: GALVANIZED FLASHING APPLIED OVER THE FAC OF THE MOUNTING FLANGE. PRE-ENGINEERED CAULK 26 GA. GALVANIZED 2 1/2' METAL DRIP EDGE 5 X 5 ANGLE FLASHING �3 SEAL THE WINDOW FRAME TO OO JAMB FLASHING METAL DRIP EDGE TRUSSES Q 24" O.C. (NOT TO SCALE) OPENING, APPLY A %' NUM. APPLY CONT. SEAL TO THE MOUNTING (NOT T❑ SCALE) DIA. TO THE BACKSIDE FLANGES AT THE TOP (HEAD) AND STEPS, (INTERIOR) OF THE WINDOW SIDES (JAMBS) OF WINDOW. EXTEND rA�T OIN WATER SHEDDING FASHION, „ „FLANGE, IN LINE WITH ANY SEALANT AT JAMBS 8 W ABOVE STARTING AT THE BASE OF 12 OR 16R-30 INSULATION PRE-PUNCHED HOLES OR SLOTS. THE R,D. AT HEAD. EMBED JAMB THE WALL 6 WORKING TOWARDS FLASHING INTO SEALANT AND THE TOP, INSTALL THE WRB VINYL SOFFIT Z, �FASTEN IN PLACE. (FLASHING 1/2 CEILING BOARDGOES OVER SEALANT). SHEATHING.CE OF THE c 00 CURE WRBQAPPLY SILL FLASHING [SEE ROOF LAYOUT] or 5/8" SHEETROCK HEAD O APPLY BEAD OF SEALANT - >- N AT BACK OF WINDOW DOUBLE 2x TOP PLATE FLANGE 6 SET WINDOV USING / FRE BLOCKING � M PAN HEAD SCREWS TO W APPROV. HURRICANE F'' � � 'LASHING AT HEAD FACILITATE INSPECTION. (U EXTENDS1' BEYOND HARDIE LAP SIDING 1 ® IAMB (LASHING. APPLY13EAD OF O SIDE JAMBS, EXTEND AT ANCHOR AT ENDS OF IF ANY PART OF THE OVERHANG W -' 3/8' or 5/8' e 0 OR HARDIE VERTICAL SIDING �'' � 24' WIDE 26 GAUGE OOHEAD FLASHING O APPLY JAMB FLASHING c� APPROV. BUILDING WRAP EACH TRUSS IS WITHIN 5 OF THE PROPERTY U Z 'IMBED BOTTOM OF THE 32 GA. GALVANIZED ROLL VALLEY FLASHING iEAD FLASHING AGAINST ©APPLY BEAD OF SEALANT Z LINE, INSTALL FIRE BLOCKING Z �-, ZLj fHE PREVIOUSLY APPLIED AT HEAD o (VAPOR BARRIER) BETWEEN THE TRUSSES — J 'Z' FLASHING AT ALL VALLEYS SEALANT (FLASHING GOES SEALANT 5 VER SEALANT). EXTEND O APPLY HEAD FLASHING N �� , FROM Y J iEAD FLASHING BEYOND - 7/16 OSB R-13 INSULATION THE TOP PLATE TO BOTTOM OF �,. (� w (/') > _ACH JAMB FLASHING, g REMOVE PREVIOUSLY APPLIED 4 TAPE, ALLOWING WRB TO LAY ROOF DECK, AND FIRE CAULK VALLEY FLASHING -ASTEN IN PLACE. O0 � Z z0 FLAT OVER HEAD FLASHING, 1/2" SHEETROCK APPLY NEW SHEATHING TAPE 5 OVER DIAGONAL CUT - SEE DIAGRAM. U HM rI 5 JAMB FLASHING NOTE STEPS 4 AND 6 ARE ROOF A S H I N A NOT REQUIRED WHEN USING 2X4 STUDS W 5 JAM D JAMB FLASHING 2 SELF ADHERING TYPE FLASHING Q 26 GA, GALVANIZED TO OVERLAP SILL OR V FLASHING. EXTEND 'Z' FLASHING JAMB FLASHING 8 Y2' 2X6 STUDS FLASHING DETAILS ABOVE ROUGH LLQ". a, (WHERE EXTERI❑R BUILDING OPENING AT HEAD. SECTIONTUCK TOP A (SEE STRUCTURAL) Q PANELS J❑IN H❑RIZ❑NTALY) JAMB FLASHING THROUGH WINDOW JAMB NG SE LANT UNDER THE FLAP OF WR AT THE BASE PER BUILDER SEALANT BEAD HEAD. SEE DIAGRAM. 2X P.T. SOLE PLATE W h,� SILL FLASHING O BEHIND MOUNTING W/ ANCHOR BOLTS (ADD SHOE MOLD IN to 26 GA, GALVANIZED `,, SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, FLANGE ® PLUMB, AND LEVEL CONDITION. USE CORROSION AREAS W/ TILE OR VINYL) 12 5 X 5 ANGLE FLASHING RESISTANT FASTENERS. FASTEN WINDOWS PER OO J V O DRAWN BY JOB# FIBERGLASS SHINGLES SEE � (WHERE CHIMNEYS AND WINDOW MANUFACTURER SPECIFICATIONS, ANS SILL SEALANT LL Q O C3ED E-17-010 ELEV, , • (SEE STRUCTURAL SECT.) ❑N 15# FELT WALLS MEET ROOF) p„ 1 WEATHER RESISTANT V m � SCALE = 1'-0" (UNO) OVER 7/16' O.S,B, `°` BARRIER (WRB) APPROVED FLASHING ❑ O Q AT A 45 DEGREE ANGLE, CAREFULLY CUT THE o WRB V ❑ W/ 1/2 CLIPS BARRIER ON A DIAGONAL. GENTLY RAISE THE FLASHING/ ((j TOP EDGE OF THE BARRIER UP AND TAPE THE SEE STRUCTURAL G Z OC DATE: 06/05/2017 TOP CORNERS AND CENTER TO THE EXTERIOR SEALANT HEAD BETWEEN 2X6 FASCIA WRB SURFACE ABOVE, FLASHING AND MOUNTING �� FLANGE. SECTIONS FOR CONC. a CHANGES M/D/Y A OPLEFTINTERIOR VIEW GR SLAB AND FOOTERS Z TOP LEFT CORNER OF WINDOW o o ~ REV. DATE 26 GA. GALVANIZED �- F- REV. DATE 2 1/2' METAL DRIP EDGE Q W NOTE: ALL FLASHING WILL BE SELF ADHERING AND ROLLED SMOOTH & FLAT WITH A J-ROLLER. �` " ow :: JOB NO. VINYL S❑FFIT TYPICAL 1 - STORY WALL SECTION W o ❑ SHEET ( LAP SIDING) W ui 2 SCALE: N.T.S. GC OF: 3 (1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO OPPOSITE SIDE OF WEBS. DIAGONAL.BRACE APPLIED AT APPROXIMATE 45'ANGLE TO NO LESS THAN(3)TRUSSES. II U II II CONTINUOUS LATERAL RESTRAINT (CLR). QUANTITY AND LOCATION DEFINED BY TRUSS SHOP DRAWING. O - APPLIED TO EIT!LER IF LATERAL RESTRAINT MUST BE pWilma SIDE OF WEBS MADE OF MORE THAN ONE PIECE,ir N I DO SO WITH OVERLAPPING BRACES U? LIKE THIS(TYP EVERYWHERE r- N KING AND JACK STUDS o0 PER ENGINEERING O O -.. GARAGE DOOR BUCK/JAMB NAILED TO STUDS W/(2) 16d COMMON OR 4 12d CC NAILS @ 16"O.C. TRUSSES NEEDING BRACING N �+ M �7WEATHER STRIPPING/STOP J cn LATERAL BRAC!Nv - MULTIPLE TRUSSES w GARAGE DOOR 0 1 1.ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO) J -------I-____� 2. SHOULD A SCENARIO ARSE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY J ! CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 36"LONG SPF SCAB V"•�;(20) 10d TO s � _____________J 3 NEEDING BRACING ON THE INDISHALL VIDUAL DL`ALECT IE WEBS TRUSS DETAILS EBRACED PRODUCEDRUSS AT BY THE TRUSSONS NGINEEIR4TEDAS O O �i CORNED^TUD ONLY',NHEN HOLD DOWNS ARE SPECIFIED ON PLAN. �'��- 4.ALL FASTENERS SHOWN AFE.131"x 3"LONG,UNO). U) 2x6 SYP GOAL POST ATTACHED Q 'SI-B3,2007. 2x_-SPF CORNER STUDS TO STUDS W/(2)ROWS OF 3-%;' NOTE: 5. DESIGNED PER Bt, U GAL'✓DECK SCREWS @ 12"O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR ALTERNATE CORNER DETAIL DOALPOSTLIERMAMENT,TYAFASHE GE - DOOR SUPPLIER MAY SPECIFY A FASTENING N O GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK V PER MANUF WRI TTEN DIRECTLY TO THE KING AND JACK STUDS, CONTINUOUS LATERAL RESTRAINT WEB w SPECIFICATIONS THROUGH THE GOAL POST. h°MAX Ts°�� vtAx Z _1.1 iL--� BRACE SUBSTITUTE WEB B MEMBER SPECIFIED ALTERNATE BRACING (f) GARAGE DOOR JAMB DETAIL. SIZE CLR TORL SCAB I-_ 2x4 1 ROW 2x4 (1)2x4 T-BRACE FASTENED TO 2xh 2 ROWS 2x6 (2)2x4* U - - U WEB W/I Od AT 6"O.C. 2x6 1 ROW 2x4 (1)2x6 Y 2x6 2 ROWS 2x6 (2)2x4* 2x8 1 ROW 2x6 (1)2x8 2x8 2 ROWS 2x6 (2)2x6* CL -- Z - L-BRACE FASTENED TO 0 WEB W/1 Od AT 6"O.C. H SINGLE TRUSS BRACING 0 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL U) RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE � X 0 > a ��—SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. ti W W z 0 ❑ WEB W/1 O AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR � Q � UI 0 w a Q z *IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. r W 0 UI w Y 0 p w 0 REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND LO N 0 0 z 0 (n 0 0 0 In MAX a6°MAx s"MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. ~ J a 0 Z W J m Z Z o � � W W — 0M :1WU_ L3 I PERMANENT WEB BRACING Z o W C) W W W p ° N N E 0 F M h W ZWEL pa � wwFWEn jM0za w < I.- < MEn2wWEn U1wM W F 0 U Z Q = � U]JMaFFaZWQIi M w = W 0 Q Er m 0 < a 0 Z W ww z w 0 Q I w � Z QXW00I- 0 2 Oz w www XQzLU LlQNLr. Lq � LL »" Z W WQWaU � F- Eww ' zw IL ZZ :] F-F- Zln7FwZ HTT5 AT CORNER c6 0 - - a Q 0 Z Zw0 < MzNMwQ � ZZZHF STUD PACK 2x4 Q = Qo (29}z2QFQ � SHEATH INSIDE FACE ONLY IF NOTED ON p F I- 2 z F H V 0 z w O W F- � FRAMING PLAN. ACCEPTABLE TO STOP MIN 36"SCAB W/(20)10d TO z U Q U a 0 2 W 0 Z Q SHEATHING AT GOAL POST I o FULL HEIGHT CORNER STUD O o Fw z 3 N a w Q o[7 Z o a J FASTEN STUDS TO CORNER Z SHEET IVO.: N p • o X STUD GROUP W/(2)ROWS 10d @ O ST-6 6"G.C.,STAGGERED.STOP NAILS TRUSS TO TOP PLATE F- AT BOTTOM r IN STUD FOR PER TYPICAL WALL Of STRUCTURAL RAL CONNECTOR INSTALLATION SECTION, U.N.O. O /-ROOF DECK PLAN FOR QUANTITIES.JACK AND STUDS.SEE HTT5 OPTIONAL HTT5 AT CORNER STUD 0- DETAILS I FOR PACK INSTALLED IN GARAGE WALL PER ARCH. DRAWINGS Ix JOB NO.: �� PLAN VIEW ILO SIDE WALL. TRUSSES PARALLEL TO WALL: ROOF TRUSS GARAGE RETURNS TO BE U AT2468 2x4 SPF(MIN) NAILER FASTENED OR RAFTER FRAMED AS 2x6. EXTERIOR WALL SHEATHING TO DBL TOP PLT W/1 Od @ 3"O.C. / r - 1x4,13P=i;Ailtki 64 01."KIING CRIPPLE STUD AT EACH !3E?,,lvEill US:�. END OF HEADER SILL, D f "RUSS, HEADER AT CORNER w SUBDIVISION: E!{:,:_;:+'"F. � TRUSS PERPENDICULAR TO WALL: / FAST c:N10 z3a ANI .w, 11,'.•d EACH JACK TO HEADER W/ ADDITIONAL WALL STUDS 2�T !! AS SHOWN o 950 Sailfish Drive 2x4 SPF(MIN)BLOCKING (�,°;�C. I S!MPSON MSTA24. @ MAX 16"O.C.AS i LL BETWEEN EACH TRUSS. FASTEN REQUIRED TO DBL TOP PLT W10d @ 4"O.C. 18 O.C. i {� PER ARCH. DRAWINGS I i rOF'i1li G /i!i _ LOT NO.: FASTEN SHEATHING TO — N0.2 SPF HEADER SILL _ S 3"�r ;;;; (3)STUDS MINIMUM AT GARAGE RETURN STUDS, i CORNER EDGE NAIL SHEATHINGz - T'OP PLATE,AND BOTTOM I { PLATE AS SHOWN W/8d @ 3"C-.C. IN HATCHED } FLOOR PLAN: COMMON AT 3"O.C. AREA SHOWN AND hiAX 36.5"R.O. (� OR OSB FAST,:��ED T �� ( INSTALL(1)SIMPSON HTT5 AT ANY VERTICAL PANEL. I 0 Marlin-A TRUSSES, RAFTERS a '/ f CORNER END OF RETURN OR IN BREAKS ABOVE 2x WALL FRAMING OR BLOCKINC'.v !18d \ %"DIA.ALL-THREAD W/2" � ;�-,, RETURN WALL AT CORNER END. WINDOW OPENING IF 0 �:, Z DESIGNED: COMMONS�a� EDGE, PORCH r�L�;AM1 ROUND WASHER DRILLED I SEE ALTERNATIVE HOLDOWN ANY ARE PRESENT i�_ 12"FIELD. - --; I AND EPDXIED INTO ' ' OPTIONS IN NOTE BELOW. °? U CCS/SDA PO CR I BF:i"I1u". TO poo : CONCRETE W/7"EMBED w WOOD STRUCTURAL �y (1) .._.__ j r I X REVIEWED: SHEATHING POST Tt??3I.F.I; 1 INSTALL(1)SIMPSON HTT5 i ABU POST BA§ ANIGHOR I i AT HEADER END OF / BOTTOM PLATE a DBM OR D'T2Z I RETURN,AS SHOWN. SEE ( Q ALTERNATIVE HOLDOWN (UNLESS NOTED,OTHERWISE) REVISIONS DATE OPTIONS IN NOTE BELOW. TYPICAL PORCH SHEATHING DE=TAIL THIS DETAIL IS REQUIRED AT ALL COVERED PCIRCHES Z W _ _. ._ _ _ .__ - __ UNLESS NOTED OTHERWISE. Z 2 Z >_3; _ _ _-_ ,_ _ m 0 � 0 MONOLITHIC FOOTING OR -n0 m = m STEMWALL. Z W O w ELEVATION VIEW WSP HEADER DETAILS z (ELEVATION VIE" j EX NOTE: EXTERIOR WOOD STRUCTURAL PANEL WALL Q COVERING SERVES AS HEADER OVE� OPENING AS STRUCT RAL GINEERING E�ALT GARAGE RETURN INDICATED ON PLAN U A>. ERNATIVES FOR THIS APPLICATION&DETAIL ONLY: t Q (1)STHD14=(1) HTT5(MONOLITHIC) ��r� �V��i� (2)PA51 =(1)HTT5(STEMWALL) (n ♦ B (2)'/,x 2-%"TAPCONS=(1)ANCHOR BOLT �`�Q; \C•E • SF•. {-'. Uj V (D 0 7 457 .�. 0 U. 0 LL Z : TA 8FU:*14! F O 2 % A, !V X .If�0 N Ai %**% w IZDerek B.Murray, P.E. METAL CONNECTOR ENGINEERING Q P.E. No.71457 06-14-2017 a ' Z I Li w w Li w N) Z Q 0 O V) O' V) Q Ld O _ O / Q / F 6 0 00 n O Z O V' ,eac0 rn03 O d o z z cj O� Z Z� 0 / Ca�2 / o 4 +I a0 F- -4�I11�1 v�WOU �jZtIII�I \ \ w N ax z QWY.LC W \ 0 8 � W i q j 1` ....Is JN �S of o a TO a h O Jl� �3p \� / o��i / z N w n LL. \ \�JW� )lyN / h / w w w a \o w Z � M [ '8C S N� J = o - o Ln o "� z £0 rn � / cr U) �- o z z cj�(M) pj[OgIN o w 0 J ¢ w o z 0 2 N /� I o j ON� \\ 3JN3 L Z o w ¢ 0 _ y w z cn m Q / / / \ \ " �� (70 r) ( 0 z "' in w > r� Q ® Ld Z w2 mO(w� I 1� �• a(n a g a 1 Q u-) _ _ v O U U (n d O / • v4 / O; C � � \ \ 8 0[)\ Lu C)C) U) OCO OZ� 0 O F� O �2.0- L o 0 � \ z �. 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J V U- co vw)w y O Q• O O LL,L<5 m Q '20041 (os- sNo��3�� (s26) �1 uo Z� 5 o W w 3 )'A' �� O 1- Z o Z U r =,li "Z( �� '�Y/%�b in in a Q= �o M��a¢¢o INS Jw J vi Ni O\/ �� G�C U1�~ O �WZZOQJOV OJ W O F ww m� m��oc=ia�caioaa4 cwi x a 3 Od 3 3 }m 11 II % II R II II 11 11 11 11 11 11 11 11 II A A 11 N g g D�� oZviooaa Q=<¢voa¢c++ Ul �¢3 a a O UwwV�_JU ¢ S 1- F- KF O O_J 7w CL d I- -1=-O BUILDER:TCI SUBDIVISION:SAILFISH DRIVE OFFICE COPY ALL EXTERIOR WALLS HELD BACK 1/2"FOR SHEATHING OFFICE C0PY LOT NUMBER:950 MODEL:CUSTOM ao'a" 1 r7"� DESIGNED/CHECKED:CD DB N M M 0 m — : : : : N f'7 a vco r co ,n r y�0 J01 J01 J03 J03 (TH tD r--F J05 JOS J07 J07 J07 J07 TrueHouse J07 J07 J07 J07 J07 J07 ih (V J07 18' 18' J07 J07 J07 PEX m N J07 J07 N N N m J07 a a aco a J07 This drawing is not sufficient J07 J07 alone for installation. Additional instructions J07 J07 accompanying this drawing, J07 J07 including BCSI-131, should be used in conjunction With the J07 J07 architectural and structural T19J07 plans during installation. If J07 BCSI-131 has not been Teo J07 shipped to the site with the components shown on this T21 J07 page, please contact Apex Tz2 Technology for a free copy. a J07 V Permanent bracing for the T22 Jo7 building,including bracing to resist wind,seismic,or other T23 Jos lateral forces,and permanent T24 J03 bracing for all structural elements, is the responsibility T25 J01 oft Erg'Ineer of Record for Jos Jo th structur or the building d signer, per NSI/TPI 1- J03 J03 0 0 o y�o� ��{{g 'Lso ° , \1\1fN� J01 J01 ••••••••14 r1 � � `v � •i ,••• 0 0 0 0 0 o O> • • N 74457 227" 151" 14'7"--------------- so 0 52'3" It • STA •� s••ees Q�•••�,,• APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL,32224-904.521.5200 e r Receipt Number Cash Register • Receipt. i✓ City of Atlantic Beach r • 54 DESCRIPTION • CITY PAID PermitTRAK $50.00 RES17-0076 Address: 950 SAILFISH DR APN: 171167 0000 $50.00 BUILDING PLAN REV RESUBMITTALS $50.00 BUILDING PLAN REVIEW RESUBMITTAL 455000032210060 $50.00 SECOND TOTAL , $50.00 Date Paid: Monday, January 08, 2018 Paid By: Trinity Construction and Inves Cashier: BA Pay Method: CREDIT CARD 517 Printed: Monday,January 08, 2018 10:45 AM 1 of 1 1001 1 wX.T