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1752 Maritime Oak Dr new single-family home permit t si CITY OF ATLANTIC BEACH ~� 800 SEMINOLE ROAD FATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0060 Description: NEW SINGLE FAMILY Estimated Value: 383824.1 Issue Date: 8/2/2017 Expiration Date: 1/29/2018 PROPERTY ADDRESS: Address: 1752 MARITIME OAK DR RE Number: 169505 1845 PROPERTY OWNER: Name: TOLL FL VI LIMITED PARTNERSHIP Address: 250 GIBRALTAR RD HORSHAM, PA 19044 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: TOLL BROS.,INC address: 250 GIBRALTAR RD STEVEN R MERTEN HORSHAM, PA 19044 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 Beach Permit Number:RES17-0060 Description:NEW SINGLE FAMILY Applied:6/14/2017 Approved:7/18/2017 Site Address:1752 MARITIME OAK DR Issued:8/2/2017 Finaled: City,State Zip Code:ATUINTIC BEACH,FL 32233 Status:ISSUED Applicant:<NOI Parent Permit: Owner:TOLL FL VI LIMITED PARTNERSHIP Parent Project: Contractor:<Nl Details: LIST OF CONDITIONS SEQ NO ADDEDDATE REQUIREDDATE1 SATISFYDATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 6/16/2017 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLICWORKS Scott Wi l l iams Notes: Full erosion control measures must be Installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247- 5614)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 6/16/2017 ON SITE RUNOFF INFORMATIONAL PUBLICWORKS Scott Williams Les: uoff must remain on-site during construction. 3 6/16/2017 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. 4 1 6/16/2017 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sad,is required. 5 6/16/2017 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain onaite. Cannot raise lot elevation. /\ Printed:Wednesday,02 August,2017 1 of 2 ��, Permit Conditions City Atlantic Beach 6 6/16/2017 MAXIMUM ORWEWAY INFORMATIONAL PUBLICWORKS Scott Williams Notes: Maximum driveway width with ] 6/16/2017 REVISION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Any plan change must be submitted as a Revision tothe Building Department. 8 6/21/2017 UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes: ,damage to underground water and sewer utilities. Verifyvertical and horizontal location of utilities. Hand dig if necessary. Iffield ation is needed,call 247-5834. 9 1 6/21/2017 1 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes: Ensure all meter boxes,sewer cleanouts and valve covers are se[ - 10 1 6/21/2017 RTI SEWER CLEANOUT INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RTI concrete box with metal lid. Cleanoutto be setto grade and visible. Printed:Wednesday,02 August,2017 2 of 2 City of Atlantic Beach J @- "^" ^ APPLICATION NUMBER Building Department (ro be assigned by the Building Depanment.) 800 Seminole Road _ 1 Atlanfic Beach, Florida 32233-5445 4d Phone(904)247-5826 Fax(904)247-5845 E-mail: -site hltvl/ c.coab Date routed: _ Cityweb-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: [ 75 2 Y Y ` AIR-LTIM -�A-f`� a Department reviewr aired Yes No wicin Applicant: ( C>L 4�(Zp arming&Zoning \ ��, (� Tree minis ra or Project: � �-C�7 �Ii�lt"�LG J-(} �-/ IC Public Safety Fire Services Review fee $ lrp Dept Signature 5SI N gency Review or Permit Re uired Review or Receipt4 of Permit Verified B Dateept.of Environmental Protectionept.of Transportation River Water Management Districtrps of Engineersof Hotels and Restaurantsof Alcoholic Beverages and Tobacco A,PPPLIICCATION STATUS Reviewing Department First Review: ved. ❑Denied. . ❑Not applicable (Circle one.) Comments: BUILDING PLANNING&ZONING M ' Reviewed by: Date: L TREE ADMIN. Second Review: [ Approved as revised. ❑Denied. . ❑Not applicable P WORKS Comments: UBLIC UTILITIES to-f r7 PUBLIC SAFE Reviewed by: Date_ FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: Revised 05119/201 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assignedbythe Building Department.) 866 Seminole ROetl lZ s 1 -7 - O(�D Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 ,I "t_,�;;�o• E-mail: buildingdept@coab.us Date routed: -- City web-site'. hftp'.//www.coab.us /n APPLICATION REVIEW AND TRACKING FORM Property Address- I ! S 2- 1 `I \ R(Z.CU M& rt ent OAK � r review required Yes No uildin Applicant: OU Qpannmg&Zoning ��, Tree A mems re or I� Project: I )a&o "'lK]"—LE pptONIl.y I Public Safety Fire Services Other Agency Review or Permit Required Review or Recelpt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St Johns River Water Management District Any Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: []Approved. [25enied. . ❑Not applicable (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: %l Date:"/� TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. . []Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: Revised 0511912017 fku CITY OF ATLANTIC BEACH 20117 800 Seminole Read Atlantic Beach,Florida 32233 if ' �L�----- Telephone(904)247-5800 FAX(904)247-5845 f REVISION REQUEST SHEET OR CORRECTIONS TOR IEW COMMENT Date: lD ' t Received by: Resubmitted: Permit Number. - D(p Original Plans Examiner: Project Name: L Q:k 1\0 Project Address: \ "z r 0Olk _ Contractor:Yn l l_ -l-ha_Y'S r>c . Contact Name: Contact Phone :noy- 5q5- 5243 Contact e-mail: Revision/Plan Check/Permit Fee(s)Due: $ Descrintion of Pro nosed Revision to F xisting Permit: 21ahk \S nOW CH.p�J✓1_ 0.1"�L YY�O Cr . ,r'a f*T� °� GSMcke 09Y Z12CXr_\ CIO 11's i'Q'A�2C Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I asint n.iss)_Q7P\r2 rA(\Q '-'�(� 11 f11CC/A affirm that the above revision is inclusive of the proposed changes. �dti;4I.Vlo6 "l01 YL _-1 to l-1 Signature of Contractor/Agent tCdlf( w I,am sip if intim tl it,vai.A.) Date units, I �_ — Vere: AppmeN: Rry kA Not JUL - 6 2017 Plan ReviewCotmments: t DeparAwent review required Yes No —PI.Inning 8 Zoning Tree Administrator Plans Examiner Public Works Public Utilities ---- - -/ -!- - — Public Safety Fire Services Dole m.ueumie a..0 I ZONING REVIEW COMMENTS } i! City of Atlantic Beach 7 ?r Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 Date: 6/23/2017 Permit: RES 17-0060 Applicant: Toll Brothers Review: ZONING Address: 160 Cape May Ave, Ponte Vedra Site Address: 1752 MARITIME Phone: 217-0739 OAK DR RE#: 1695051845 Email: btallman@tollbrothers.com Correction Comments 1. Height: Section 24-17 requires height to be measured from average calculated grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. Please showthe height measured from the grade. R Informational Comments Brian Broedell Planner �4� I TOLLARCHITECTURE MEMO TO: Stacia Moore Atlantic Beach Heritage 160 Cape May Avenue Ponte Verde,Florida 32081 CC: Hector Cruz and Jim Palm FROM: Manuel Gonzalez,AIA Toll Brothers, Inc. DATE: June 28,2017 RE: Atlantic Beach Heritage—Lot 0110—Stonebrook/Caribbean—AO#150145 Rejection Comments On the above referenced lot,this letter shall be used to revise or clarify the following condition(s): Permit Comment: Hei t: Section 24-17 requires height to be measured from average calculated grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys.Please show the height measured from the grade. Toll Architecture Response: The overall height has been shown on the front elevation; clouded and tagged on sheet A5.81. Please feel free to contact this office if there are any questions regarding this matter. Sincerely, OF000 F o� 000 00 , O°tV / 0000 Manuel Gonzalez,AIA AR 96730 i=rn, ' City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 600 Seminole Road RC S( ` _ L/ OC,Q Atlantic Beach,Florida 32233-5445 7 Phone(904)247-5826 Fax(904)247-5845 E-mail: buildingdept(@coab.us Date routed: �O I -- Cityweb-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I [ Jr � M 'I \I RI TI MC 1-1Q-1WSewices � review required Yes No Applicant: ou_ �a Q6 ning \ ��, .� ('� ra or Project: � w'�Ltr1 �f i3GL6 PEA 11-x-/ Review fee $ Dept Signature ,a Other Agency Review or Permit Required Review or Receipt Date Floritla Debt.of Environmental Protection of Permit Verified B Florida Dept of Transportation St.Johns River Water Management Distn t Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: VApproved. ❑Denied. . ❑Not applicable (Circle one.) Comments: BUILDING PLANNING&ZONING y �{, —� vs t1 Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. . ❑Nat 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 05119/2017 J BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 Office (904)247-5826 Fax (904)247-5845 F7 T Job Address: 1752 Maritime Oak Drive• Atlantic Beach FL 32233 Permit Number: �S 1`7 — o('S 6, I Legal Description Lot 110 Atlantic Beach Country Club Unit 1 67-132-08-2S-29E.152 Parcel Floor Area of Sq.Ft. Sqq.Ft Valuation of Work$ 345.182 Proposed Work heated/cooled 2994 non-heatedfcooled 931 Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of emisting/propused structures)(circle one): Commercial Residential If an existing structure,is a fire sprinkler system Installed?(Circle one): N/A Florida ProductApproval# See attached For multiple products use product approval form Describe in detail the type of work to be performed: New Residential Construction Iv I '�G Property Owner Information: Name: TOLL FL VI LIMITED PARTNERSHIP Address: 160 Cape May Avenue CityPonte Vedra State FL Zip 32081 Phone 904 217-0739 E-Mail or Fax#(Optional)arogem@tollbrothers.com Contractor Information: CONTRACTOR EMAIL ADDRESS: aroeers(e),tollbrothers.com Company Name:Toll Bros.,Inc.Qualifying Agent: Steven R. Mena Address: 160 Cape May Avenue City Ponte Vedm State FL Zip 32081 Office Phone 904 217-0739 Job Site/Contact Number 904 386-6472 Fax# State Certification/Registration#CGC 1510225 Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and ,JUN 1 ? Address Poll Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations a,indicated. I certify that no work or installation has commenced prior to the issuance ofd permit and that all work will be performed to meet the standards ofall laws regalatmg construction to this jurisdiction. This permit becomes null and vmd fwarku not commenced within see(6)months, or if conftructian or work is sur�ended or abandoned fora period ofsis/6)months at any time after work u commenced. I understand that separate permits must be secured for Eleclrtcat Work, PlumNng,Signs, Wells, Pools, Furnaces,Baden, eaters,Tanks and Air Conditioners,da 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 YMi NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this ap lication and know the same to be true and correct. All provisions oflaws and ardirances governing this type of work ISteven mplied with whether cRed herein or not The granting of permit does notpresume m give authority to violate or cancel the provisions ofany eral,state,art ocal regulating construction or Paper ormance ofconsimetion. Signature of Signature of Conhador Print Name Me en Division Sr.Vice President Print Name._..................... .. Before me Before me this 16 Da f MAY 2017 this 16 Da of Ma 2017 Notary Pu-Mic J Notary A^im ASHLEY ANN RGGERS ....✓✓.,{��� MY COMMISSION a GG019753 niP' "Si:: A Al RS EXPIRES August 09,2020 MY COMMISSION¢GGm9753 .•., EXPIRES August 09.2020 - "i" City of Atlantic Beach - s_o, r7r 6/ ` - APPLICATION NUMBER Building Department (To be assigned by the Building DeparMent.) .' � 800 Seminole Road JUN Atlantic Beach, Florida 32233-5445 (905 � 5 201 Phone(904)247-5826 ab.us -4)247-5645 i� E-mail: -site: -0ept@coab.us.__� Date routed: �O` 4 7 City web-site: http://www.coab.us --- APPLICATION � REVIEW AND TRACKING FORM Property Address: I75 �partment review re uired Yes No uildin Applicant: ( OLt R� Qcp anning&Zoning Tree Administrator Project: I w'-lt7 �I f��LE PE}{y� I L,`/ is i Public Safety Fire Services Review fee $ Dept Signature *Other: gency Review or Permit Required Review or Receipt Date of Permit Verified B ept of Environmental Protection ept.of Transportation Riva,Water Management District rps of Engineers of Hotels and Restaurants of Alcoholic Beverages and Tobacco APPLICATION STATUS Reviewing Department First Review: [igpproved. ❑Denied. . ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b is Date: � 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!05/19/2017 6 1A oa Riga AO if MAI. AJOI. ta Zoo x s 6 � R.O.W. Permit Attachment of for R.O.W. Permit# issued ,2017 Atlantic Beach,FL 32233 Owner's Name: Toll FL VI,LP Property Address: 1752 Maritime Oak Drive Atlantic Beach, FL 32233 Subdivision: Atlantic Beach Country Club Lot#/Block#: 110 R.E.#: 169505-1845 REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this_day of 209 by Atlantic Beach, Florida,a municipal corporation organized and existing under the laws of the State of Florida,hereinafter referred to as"CITY" and Toll FL VI LP of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above (copies attached). This work is generally described as: Pavers in the Right of Way for the driveway. Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30)days notice by CITY to the USER, said notice to USER shall be given by certified mail,return receipt requested,to the following address: 160 Cace MU Ave Poore Vedra. FL 32081. The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing,or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes,Land Development Code, and all other land use and code requirements of the CITY, including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page 1 of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY,be requested to submit as-built drawings showing the change within thirty(30)days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of ' liabilities are hereby assumed by the USER. DATED and S this 1-1 day of MM 2017. By: Ste Merten,Division Sr. Vice President,Toll FL VI,LP. (to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this 16th dayof May , 2017, personally appeared before me, a Notary Public in and for said County and State,j 4. tot¢ . lorida ,the property owner of 1752 Maritime Oak Drive, Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purpo therein mentioned. ASHLEY ANN ROGERS Notary Public in for sailCounty and State COMMISSION p 0001grSJ EXPIRES August 09.2020 CITY OF ATLANTIC BEACH,FLORIDA,a municipal corporation: r Approved: NA For Scot�Wi��iovas �h�trublccWwKSDivgc}or t For Perini here city s e�Ik imp , City Hager rov req NA bialwn l,- Page 2 of 2 NuncE OF COMMENCEMENT State of: FLORIDA Tax Folio No._169505-1845 County of: DUVAL To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Lot 110 Atlantic Beach Co try Club Unit 2 67-132 O8-2S-298 152 Address of properly being improved: 1752 MARITIME OAK DRIYE ATLANTIC BEACH.FL 32233 General description of improvements: NEW HOME CONSTRUCTION Owner:TOLL FL VI LIMITED PARTNERSHIP Address: 250 GIBRALTAR RD HORSHAM,PA 19044 Owner's interest in site of the improvement: FEE SIMPLE Fee Simple Titleholder(if other than owner): Name: Contractor: TOLL BROS.INC iAddress: 160 CAPE MAY AYE PONTE VEDRA FL 32081 Telephone No: 904-217-3852 Fax No: 904-460-2683 Suety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: STEVE MERTEN D'v's'o,•Sr.Vice President Address: 160 CAPE MAY AVE PONTE VEDRA.FL 32081 Telephone No: 904-217-3852 Fax No: 904-460-2683 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(6),Florida Statures. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: 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 FOR RECORDER'S USE ONLY OWNER X Date: Signed: in the County of St.Johns, Doc A 2017123901,OR SK 1799a pa a 2103 Before fF this d of appeared Number pages:i 9 Slate Of Florida has personalty aPPeered Recorded 0S/23p017 at 11.26 AM ' Notary Public et Large,Slate of Fl ride County of U1AV W Ronnie Fa"I CLERK CIRCUIT COURT OU My commission expires: or COUNTY RECORDING$1aW Personally Known: Produced Identification: HLEY ANN ROGERS MY COMMISSION p_ 019753 EXPIRES Au9uat 09.2020 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 Office (904)247-5826 Fax (904)247-5845 Job Address: 1752 Maritime Oak Drive: Atlantic Beach,FL 32233 Permit Number: R(--S I-7 -- o c�lh 1) Legal Description Lot 110 Atlantic Beach Country Club Unit 1 67-132-08-2S-29E 152 Parcel Floor Area of Sq.Ft. Sqq.Ft Valuation of Work$ 345.182 Proposed Work heated/cooled 2994 non-heated/cooled 931 Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one):. Commercial Residential If an existing structure,is a fire sprinkler system installed? (Circle one): N/A Florida Product Approval#See attached For multiple products use pro�proval form Describe in detail the type of work to be performed:New Residential Construction `V ' Property Owner Information: Name:TOLL FL VI LIMITED PARTNERSHIP Address: 160 Cape May Avenue _Y CityPonte Vedra State FL Zip 32081 Phone 904 217-0739 E-Mail or Fax#(Optional)wogers@tollbrothers.com Contractor Information: CONTRACTOR EMAIL ADDRESS: aroeers(a),tollbrothers.com Company Name:Toll Bros.,Inc.Qualifying Agent: Steven R.Merten Address: 160 Cape May Avenue City Ponte Vedra State FL Zip 32081 Office Phone 904 217-0739 Job Site/Contact Number 904 386-6472 Fax# State Certification/Registration#CGC 1510225 Architect Name&Phone# ' Engineer's Name&Phone# Fee Add Semple Title Holder Name and JUN I Poll ss Bonding Company Name and _.� Address Mortgage Lender Name and Address - - - Application is hereby made to obtain a permit to do the work and tnmllation as indicated. I cert((yy that no work or installation has commenced prior to the me Issuance of a permtl and that all work will be performed to meet the standards ofall laws regale g contruction in thisjurisdiction. This permit becomes nuB and vmd(work is not commenced within six(6)months,or ifconstruction or work is suspended or abandoned fora period ofsix/6)months at Boilany ers, alter work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing,Signs, Wells, Poollss, Furnaces, Boden, Aeaten,Tanks and Air Condidonen,Inc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR OUR LENDEPROPERTY. OR AN IF YOU BEFORE RECOFINANCING DING YOUR NOTICE OF H COMMENCEMENT. I hereby certify that 1 have readand examined this ap lication and know the same to be true and correct. All provision of laws and ordinances governing this type ofwork will be complied with whether s ZOO ed herein or not. The grantingg of operant does not presume to give authority to violate or cancel the provmons ofmry utherfederal,state,or local regulating construction or leper,/ormance ofcantruction. Signature of Owner Signature of Contractor Print Name Steven Me en Division,Sr..Viw President Print Name Steven Men Division Sr Vice President ............._............ ...... .....-.......................... .. Before me Before me this 16 Do f Ma 2017 this 16 Da of Ma 2017 Notary Pudic Notary P Ick .;a ASHLEY ANN Rt 0 Rg :;C.'`•"fit:_ •A^I••s A MY COMMISSION#GGo1W53 'AQ` MY COMMISSION#G0019r53 EXPIRES Augus109.2020 EXPIRES August D9,2020 g T CITY OF ATLANTIC BEACH PUBLIC UTILITIES J 1200 Sandpiper Lane ,F;l�r ATLANTIC BEACH,FL 32233 (904)270-2535 or (904)247-5874 NEW WATER/SEWER TAP REQUEST Date: li—/5--/ `J Project Address: 175-Z i'�'/19RAT7 M I; 644L No.of Units:�_Commercial Residential G-`� Multi-Family New Water Tap(s)&Meter(s) Meter Size(s) �y New Irrigation Meter ✓ Upgrade Existing Meter from to (size) New Reclaim Water Meter_Size�y New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) QTY STAFF USE ONLY Application# PFS -- OU Water System Development Charge $ 1, 114 u Sewer System Development Charge $ O Water Meter Only $� Reclaim Meter Only $ Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ SU. LY) Other $ TOTAL APPROVED: Kavle Moore.PE t41 (Deputy PWDirector or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLI27ES DEPARTMENT BEFORE FEES CAN BE ASSESSED Opp/Cie COPY �fT� Mani usv e hli 9 .v e ..a qu u SECOND FLOOR LAYOUT SCALE: 3/ 1 6° = 1'o" BCS IIILGING OMPONENT GPPLYI INC. 4627 JP HALL BLVD. Bull. 20B GxeeNCCVE SPRINGS. FL 32043 0: 904.297.9390 F: 904.529.1 406 BEARING HEIGHTS J 101-1 1 /9x 20, - 7 run*N.. Lonrenn rhi -- rNaiKn Rollo Leyr, rma„n vrRa xN ON use MsrRxx e Ismseas <.csRTsa®wuz.aei ye•.Is� x x usv rupee a THIS IS ATRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building Components 0 be " a E c E e E E e E c E t incorporated into the building design at E E E the specification of the building designer. See individual design sheets for each buss design Identified on the placement drawing. The building 3 4 e designer is responsible for temporary 9 I - and permanent bracing of the roof and floor system and for the overall structure.The design of the truss support structure including headers, beams,walls,and columns is the responsibility of the building designer. For general guidance regarding a bracing,consuh"Bolting of Wood pusses"available fmm the Truss Plate .... i- Institute,583 D'OnNHO Drive:Madison, WI 53178. ATTENTION. IS Refer to truss layout and engineering documents that arrive with delivered - - _ IS field trusses. IS Unless noted otherwise,all beams are by others. IS —.. REv....N DATE 1� CHECKED By DD/00/15 S IS m, ,q ___ CLIENT TOLL BROTHER. Bu.oNreICN ATLANTIC BEACH Mooel BT.NN..... ELEVA'.N CAPI...AN DRAB.BY LOT # CLI R DATE FIRST FLOOR LAYOUT 05/15/2017 SCALE: 3/ 1 6a = 1 r0a 110 REF, 12863TO BUILDING COMPONENT SUPPLY Chris Riesatt 4W017 &40AM 4627 J.P.Hall Blvd.#2DB Green Cove Springs FL 32043 904497-9390 Ex 106 Dome Sizer-02011-2017 BlueLinx Corporation Version:17,0.9.0 Project: 12863M MemberID: FB01 Usage: BEAM Max Defection: LLe 1-1480 TIL-L12A 6- 6' 565psi 565pei 8'7"(8' 1"Clear) I LOADS ProjectDesign Loads:Floor.Uve=40.0 psi,Desd=10.0 psf Applied Liva+Drod LA(T) Live Ld(L) Location' # Shape To: i@Start @End distant ®End LDF Span# Starts Ends Additional Info 1 Uniform(pIQ 543.0 434.4 100% 0 0' 8'7' F06 2 Concentrated(Ibs) 791.0 632.8 100% 0 1' F10 3 Concentrated(Ibs) 791.0 632.8 100% 0 3' F10 4 Concentrated(lbs) 1317.0 1053.6 100% 0 4'4' F13 Uniform(pIQ 14.78 0 0' B-7- Seg Weight g'Applied To'is blank,all plies are assumed to be loaded equally. 'Dimensions measured from left and when spaMi is 0,otherwise,iron left and of the specified span. SUPPORTS fibs) 1 2 Max Reaction 4259 3427 Max 100%. 3357 2691 Min Reaction 903 736 Min 100% 3357 2691 DL Reaction 903 736 Min Bearing 2.15' 1.73' (Based on bearing stress below) Brg Stress(psi) 565 565 DESIGN Actual Span Location Group Allow LDF Ratio V(lbs) 3119 1 0'3' 21 10640 100% 0.29 M(ftbbs) 9529 1 4'4' 21 36420 100% 0.26 LUtn(lbs) 4259 0 0 21 11865 0.36 RtRn(lbs) 3427 0 V7' 21 11865 0.29 LLDef(") 0.04 1 43112' 21 0.21 02601 TLDefl(") 0.05 1 4'3 VT 21 0.43 U2049 USE: onCENTER LVL 2.0E 1314"x 16"2 Plies onCENTERO LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.131"x 3112"nails @ 12"ox.(one row 2'from lop,one row mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support al all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Loads have been Input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. S.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 6.When required by the building code,a registered design professional or building official should verify the input loads and product application. 7.This member has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 9.Load Combinations:10=D,20=D+100%,30=D+115%,40=0+125%,50=D+160%,60=D+0.75(100%+115%)•70=D+0.15(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125°6+160%R 100=0.61)+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 10 Group=Load Combination Number+Load Pattern number.(For simple span Load pattern=1 for LL,0 for DL). ,FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Stonebrook 2994 Right NE Builder Name: Toll Brothers,Inc. Street: Lot 110 Atlantic Beach CC permit Office: Atlantic Beach City,State,Zip: Atlantic Beach ,FL, Permit Number. Owner: Toll Brothers,Inc. Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) L New construction or existing New(From Plans) 9, Wall Types(3666.0 sgRJ Insulation Area Single family or multiple family Single-family a.Frame-Wood,AdjaceExteriont R=19.0 3466.00 R' 2. Sin g b.Frame-Wood,Adjacent ft=13.1) 200.00 H' 3. Number of units,if multiple family 1 c.NIA R= R' d.N/A R= R' 4. Number of Bedrooms 4 Insulation Area 10.Gelling Types ( R.)sq S. Is this a worst case? No a.Under Attic(Vented) R=38.0 1551.00 ft' 6. Conditioned floor area above grade(R') 2994 b.Under ARic(Vented) R=19.0 194.00 R' c.N/A R= R' Conditioned floor area below grade(it') 0 11.Ducts RR' 7. Windows(537.4 scall Description Area e.Sup:Attic,Rat ARic,AH:ARic 6 476 a. U-Factor. Diol,U=0.33 537.44 iF SHGC: SHGC-0.30 12.Cooling systems 13W/hr Efficiency b. U-Factor. WA R' a.Central Unit 48.0 SEER:14.00 SHGC: c U-Factor: NIA R SHGC13.Heating systems kBtuNv Efficiency d. U.Fedor: NIA R' a.Electric Heat Pump 48.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 2.306 R. iq Hot water systems Area Weighted Average SHGC: 0.300 Tans, ass Natural Gas Tanss Cap:1 gallons 8. Floor Types (2994.0 act.) Insulation Area EF:0.600 a.Slab-On-Grade Edge Insulatlon R=0.0 1249.00 if b. Conservation features b.Floor Over Other Space R=0.0 1165.00 it' None C.other(see details) R= 580.00 R' 15.Credits Pstat Total Proposed Modified Loads: 79.48 PASS Glass/Floor Area: 0.180 Total Baseline Loads: 87.50 I hereby certify that the plans and specifications covered by Review of the plans and D4T1tB BTATF this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance � ,J, with the Florida Energy Code. PREPARED RY:< ""' "y"���u'F'� Before construction is completed r p. DATE: 0,5' ArN 4 this building will be inspected for !p i� compliance with Section 553.9D8 I hereby certify that this building,as de igned,Is Florida Statutes. --------._ =I�COD W8'fR"J5'4 with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: C DATE: ----- - Compliance requires certification by the air handier unit manufacturer that the n pPY certified factory-sealed in accordance with R403.2.2.1. r4�JslJ' 1 �,•,�@ops leakage -Compliance requires an Air Barrier and Insulation Inspection Checklist in accords, ce w�1o07jd j,� test report in accordance with R402.4.1.2. Building Department city of Atlantic Beach,Fl- 5I2R01712:20 PM EnergyGaugeilh USA-FlaRes2014 Section R405.4.1 Compliant Software Page i of 5 FORM R405-2014 PROJECT Address Type: Street Address Title: Slonebrook 2994 Right NE Bedrooms: 4 Lot# Building Typa: User Total$l de Area: 2994 Owner: Toll Brothers,Inc. Total Stories: 2 Block/SubDivisicn: of Units: 1 Worst Case: No Pl.street: Street Lo1110 Atlantic Beach Bulkier Name: Toll Brothers,inc. Rotate Angle: 0 County: Duval Permit Office: Atlantic Beach Cross Ventilation: No Jurisdiction: 261300 Whole House Fan: No City,Stela,Zip: Atlantic Beach . FL, Family Type: Single-family New/Existing: New(From Plans) Comment CLIMATE IECC Design Tamp Int Design Temp Heating Design Daily Temp JDesign Location TMY Site Zone 97.5% 215% 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 Bloskl 2994 28195 SPACES __Number Nam. Area Volume Kitchen Occupants Bedrooms In01 ID Finished Cooled Healed I Main 1249 12490 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1745 15705 No 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Vatue Area Joist R-Value Tile Wood Carpel _ 1 Slab-0n-Gretle Edge Insulatio Main 133 it 0 1249 If — 0 0 1 V __ _- 1165 0 0 0 1 _ 2 Floor Over Other Space 2nd Floor 4801? 19 0 0 1 2nd Floor -� __ 3Floor over Garage _ _ 4Raised Floor 2nd Floor 126 ft- 19 0 0 1 ROOF Roof Gable —Roof Solar SA Emilt Emit Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 HIP Composition shingles 1890112 Oft' Medium 06 N 0.9 No 0 22.6 ATTIC J # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full sold Vented 300 1745 ft` N N 5121201712:20 PM EnergyGauge®USA-FlaRee2014Settled R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under A6lc(Vented) 2nd Floor 38 Blown 1551 It 0.11 Wood V 2 Under Allic(Vented) 2nd Floor 19 Blown 194 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below n- uv�I-m SPace a-v, F, M Area R.Value-EraGlo V1 NE Exterior Freme-Woad 2nd Floor 19 40 0 9 0 360.0 tt' 0 0.23 0.6 0 V2 NE Exterior Frame-Wood Main 19 22 0 10 0 220.0 IF 0 0.23 0.6 0 - 3 NW Exterior Frame-Wood 2nd Floor 19 57 0 9 0 513.0 ft2 D 0.23 0.6 0 V 4 NW Exterior Frame-Wood Main 19 54 0 10 0 540.0 IF 0 0.23 0.6 0 V 5 SW Exterior Frame-Wood 2nd Floor 19 32 0 9 0 288.0 ft' 0 0.23 0.6 0 6 SW Exterior Frame-Wootl Main 19 34 0 10 D 340.0W 0 0.23 0.6 0 7 BE Exterior Frame-Wood 2nd Floor 19 57 0 9 0 513.00' 0 0.23 0.6 0 �8 SE Exterior Frame-Woad Mein 19 54 0 10 0 540.9 ft' 0 0.23 0.8 0 � 9 NE Garage Frame-Wood Mein 13 20 0 10 0 200.0 fF 0 0.23 0.01 0 to S Exterior Frame-Woad 2nd Floor 19 4 0 9 0 36.0 ft2 0 0.23 0.6 0 11 W Exterior Frame-Wood 2nd Floor 19 4 0 9 0 36.00' 0 0.23 0.6 0 12 S Exterior Frame-Woad Main 19 4 0 10 0 40.O ft' 0 0.23 0.6 0 _41'13 W Exterior Frame-Wood Main 19 4 0 10 0 40.0W 0 0.23 0.6 0 DOORS Storms U-Value Width Height Area # Omt Door Type Spare O In Ft In _1W Insulated Main None .4 3 8 24 fN 2 NE Wood Mein None .4 2 8 8 21.31E WINDOWS Orientation shown Is the entered.Pro need orientation: WallOverhang V # Ornt ID Frame Panes NFRC U-Fadar SHGC Area Depth Separation Int Shade Screening i NE 1 Vlnyt Low-E Double Yes 0.33 0.3 68.90' 1 it41n 1 ft 01n Drapeablinds Exterior 5 2 NE 1 Vinyl Low-E Double Yes 0.33 0.3 21.3W 104 in 1ft0 in None Exbnor5 3 NW 3 Vinyl Low-E Double Yes 0.33 0.3 8.3 W 1 ft4 in 1 ft 01n None Exterior 5 ✓ 4 NE 2 Vinyl Low-E Double Yes 0.33 0.3 40.00' 5ft4 in 100 in None Exteriors ✓ 5 NE 2 Vinyl Low-E Double Yes 0.33 0.3 16.0 ft' 5 6 4 in 1 it 01n None Exterior 5 �- 6 SW 5 Vinyl Low-E Double Yes 0.33 0.3 31.0 ft2 1 it 4 In 1 ft 0 in Drama rblinds Exterior 5 7 SW 5 Vinyl Low-E Double Yes 0.33 0.3 20.7 IF 104 in 1ft0in None Exterior 8 SW 6 Vinyl Low-E Double Yes 0.33 D.3 3fi.01N 1ft4in 100 in None Exterior ft 4 in 1 it 0 in Nona Exterior 5 9 SW 6 Vinyl Low-E Double Yes 0.33 0.3 21.3 ft' 15 10 BE 7 Vinyl Low-E Double Yes 0.33 0.3 46.502 ifl41n 1hDin DrapeslbiirWs Exterior 11 NW 4 Vinyl Low-E Double Yes 0.33 0.3 18.0 ft' 1 it 413 1 it 01n Dmpeslbonds Exterior 5 12 NW 3 Vinyl Low-E Double Yes 0.33 0.3 15.50' 1 ft in 1 fl 0 in Drepeslblintls Exteror5 13 BE 8 Vinyl Low-E Double You 0.33 0.3 18.0 ft' 1 fl 4 in 1 ft 0 in None Exterior 5 1L 14 NW 3 Vinyl Low-E Double Yes 0.33 0.3 34402 1it4 in 1it01n Drapeslblintls Exterior 15 BE 7 Vinyl Low-E Double Yes 0.33 0.3 34.40' 1 ft4 in 1 it 01n Drapesiblinds Exterior s Ene au eS USA-FlaRes2014 Sedion 8405.4.1 Compliant Software Page 3 of 5 5/22017 72:20 PM r9YG 9 i FORM R405-2014 WINDOWS Orientation shown is the entered,Proposed orientation. Overhang / Wall Depth Separa0on Int Shad. Screening ---- - V # Orn_t 10 Frame Panes NFRC U-Factor SHGC Area 16 S 10 Vinyl Low-E Double Yes 0.33 0.3 15.5 f? 1 h 4 in 1 ft O In Drapeslbllntls Exterior 5 _ 7 W 11 Vinyl Law-E Double Yes 0.33 0.3 15.51? 1ft41n 1it0In Ommadislinds Exterior V 18 NW 4 Vinyl Low-E Double Yes 0.33 0.3 40,0 Ili 1 ft4 in 1 ft 01n None Exterior 5 19 S 12 Vinyl LM-E Double Yes 0.33 0.3 18.0 ft- 1 It 4 in 1 1101- None Exterior 5 V 20 W 13 Vinyl Low-E Double Yes 0.33 0.3 18.0 If 1ft4in 1ft0in None Exteriors GARAGE # Floor Area Coiling Area _ Exposed Wall Perimeter Avg,Wall Height Exposed Well Insulation 1 571 fN 571 W . 75 ft loft 0 INFILTRATION # Scope Method SLA CFM 50 EA EgLA ACH ACH 50 1 Wheelhouse Proposed ACH(50) .000299 2349.6 128.99 242.58 .2836 5 HEATING SYSTEM stem Type Subtype Efficiency Capacity Block Ducts # SY --- 1 sys#1 1 Electric Heat Pump None HSPF:8.2 48 kBIWhr COOLING SYSTEM # System Type ___Subtype Efficiency 1 Central Unit Split SEER:14 48 Capacity Air Flow SHR Bbck Ducts _ kBtu/hr 1440 chn 0.7 1 sys#1 HOT WATER SYSTEM # System Type SubT Pe Locoln' EF Cap Use SetPm Conservation / �4— 1 Natural Gas Tanklees Exterior 0.8 igal 60.99a1 120 deg None SOLAR HOT WATER SYSTEM Collector Storage FSECSyafem Model# Collector Model# Area Volume FEF Cert # Company Name _— _� Nene None DUCTS SupplyReturn-- Air CFM25 CFM25 HVAC III J # LocationHandle— — ----- R-Value Area Location Area Leakage Type r TOT OUT ON RLF Heat Cool 1 ABic 6 476 ft' AHic 1558' OefauB Leakage Attic (Default) (Default) 1 5/21201712:20 PM EnargyGauge®USA-FlaRes2014 Section 8405.4.1 Compliant Seflware Page 4 of 5 FORM R405-2014 TEMPERATURES Progremable Thermostat:Y F:Ir�r0(� rfr Cflal1]ling Fens.[DI II [C(11A. f` EJ] �[]]Noy tDU'Dac ad ma Heating 00 0� l l Feb `%�Mer [%�Apr ` ]MeY ( �Jun [X�Jul f ]Aug [X�Sep 1x10 ixI N v f 'Dec Venting 11 -- Thermostat Schedule: HERS 2006 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 78 78 Coaling(WEH) PM 76 78 78 78 78 78 78 78 78 78 7B 7B Heating(WD) PM 68 68 68 68 68 68 68 66 68 68 66 68 66 Heating(WEH) AM 68 68 68 fig 68 66 68 68 68 68 66 65 5/2f101712:20 PM EneryyGeuge®USA-FlaRes2014 Section R405.4.1 Compliant SoNware Page 5 of 5 FORM R405-201ENERGY PERFORMANCE LEVEL (EPL) E DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 91 The lower the EnergyPerformance Index,the more efficient the home. Lot 110 Atlantic Beach CC, Atlantic Beach , FL, 9. Wall Types Insulation Area New(From Piens) R=19.0 3466.00 ft' 1. New construction or existing a.Frame-wood Exterior R-13 0 200 00 ft' 2. Single family or multiple family Single-family b.Frame-Weotl,Adjacent „+ R- c.NIA 3. Number of units,If multiple family 1 R= ft' d.NIA Insulation Area 4. Number of Bedrooms 4 10.Ceiling Types R=38.0 1551.00 ft' 5. Is this a worst cess? No a.under Attic(Vented) R=19.0 194.00 ft' 2994 b. Under Attic(Varied) R- 1126. Conditioned Floor area(It) c.NIA R ft' 7. Windows" Description Area 11,Ducts 6 476 a. U-Faclac Dbl,U=0.33 537.44 ft' e.Sup:Attic,Ret Attic,AH:Attic SHGC: SHGC-0.30 fv Is. U-Factor: NIA 12.Cooling systems kB48.0oulm EERA4.0 SHGC: g. s.Central Unit 48.0 SEER:14.00 c. U-Factor. NIA SHGC: rt xetulhr Efficiency d. U-Factor. NIA 13.Heating systems 48.0 HSPFe.20 a.Electric Heat Pump SHGC 6 ft. Area Weighted Average Overhang Depth: 2,30 2,30 Area Weighted Average SHGC: 0.300 14.Hot water systems Cap:t gallons 8. Floor Types Insulation Area a.Natural Gas EF:0.6 a.Slab-OEdge Insulation R=0.0 1165.0ofP b. Conservation features b.Floor Overver Other Space ne- 580.00 fP No c.other(sea details) RPstal 15.Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building pFKHv x7446, Construction through the above energy saving features which will be installed (or exceeded) �y , Y o m.„ in this home before final inspection. Otherwise, a new EPL Display Card will be completed h m ;�, r based on installed Code compli IT Wuras. Builder Signature: Date:_ City/FL Zip: -/YC-3 -1-L f�CGo li Address of New Home: I� KA(Vri1 Mf-- QCt1L (A �� 'Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient ,ontact the 638-1492 omortage f see the incentives if you obtain a Florida EnergyGauge senergygauge conn forinformation tmand a list of certified ed of For nergy Conservation, contact the Florida Building Commission's support information about the Florida Building Code, E staff. lorida Building Code, Energy Conservation, if not DEFAULT. 'Label required by Section R303.1.3 of the F 5[21201712:20 PM EnergyGauge®USA-FIsRss2014 -Section R406AA Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Buildi ig Performance and Prescri tive Methods ADDRESS; Lot 110 Atlantic Beath GC Permit Number Atlantic Beach ,FL, MANDATORY REQUIREMENTS see individual code sections for full details. ndatory). The building official shall require that an energy performance level(EPL) 13 401,3 Energy Partormance Leel(EPL)display card(Massaunfle (Sectio 553.908completed and certified by 5,Flodtla Statues]requires ets the he EPL display card to be ndudeo asmed derto be an an add ndumore final oto each safest ontrect fo ubolh p alalrtldend card'a nonpresold resi8 U.I buildings.The EPL display card contains Information indicating the energy Performance level and efficiencies of components ed and gned by the and specificationslder accurately T l .rilellsub n, Th.buflifing demonstrate compliance ffoshall vhthe but the ilding.PL lA cosplay py of the EPL rd Id splay card can be found n Appendix C.eflacts itis plans ❑ R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402A.4. O R402,4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.14 end R402.4.1.2.The sealing methods between dissimilar materials hall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Tae applicable to thellbe installed in method of construction. accordance with the manufacturers instructions and the third party criteria shall inspect in abcole 4024,1Rs and verify compliance. Where required by the code official,an app P Y R402.4d.2 Testing. The building or dwellinand 3 air chanall be ges per hour In Climate Zones 3 through Band verified as having an air 9Test nng 6 air g hall be coof not ndo d with changes per hour in Climate Zones 1 and 2, a blower door at a pressure of o.2 inches w.g.(50 Pascals).W here required by the code official,tasting shall be conducted by an oapproved third party.A within fficial Testing shall be performed oat any time art of the lfterr creatios of the n of ell penell be Valons of the buildby the pairty ing thelrmal envelope ing the test tl provided ro the code During testing: antl stove sours shall be closed.but not sealed,beyond the intended weatherstripping or 1.Exteriorwintlows and doom,liablece other infiltration control measures; ere shall be closed,but not sealetl beyond intended 2.Dampers including exhaust.Intake,makeup air,bacurbafl and flue damp Infiltration control measures; 3.Interior doors,if Installed at the time of the test,shall be open; 4. Exledor doors for continuous vntllaslon systems and heat beturned off', recoverryll tatora shall be closed and sealed; 5.Healing and cooling systems,if installed at the time of the feet shag full 6.Supply and return registers,If installed at the time of the lest, Y open. -fitting flue dampers and outdoor combustion air. O R402.4.2 Fireplaces.New wood-homing fireplaces shall have tight fi-is rate of no mom than 0.3 cfm O R402.4.3 Fenestration air leakage.Windows,skylights and sliding glass doors shall have an air inflk per square foot(1.5 Us/m2),and swinging doors nal more,than 0.5 cfm per equal foot(2.6 U51m2),wr'ahen tested according to NFRC 400 or AAMANJDM ICSH 101A 5.2/A440 by an accredited,independent laboratory and listed and labeled by he manufacturer. Exception; Site-built windows,skylights and doors. O R402AA Recessed lighting. Recessed luminaires Installed in he building thermal envelope shall be sealed to limit air leakarate ge moire than 2nim 0 944 Us)when In accolydance with ssed lASTM rE 283 es aat aa115 rr Pat(75 Pa)Pres urs tlifarenlla aled and labeled a.having an air larecesa sed not luminaires shall be sealetl with a gasket or caulk between the housing and the interior wall or ceiling covering. conditioned ❑ R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat(Mandatory). Heal pumps having aupplemenaryea can meet the heal shell have controls that,except during defrost,prevent supplemental heal operation when the heal Pump compressor can meet the healing load. ❑ R403.2.2 Sealing(Mandatory)All duct,air handles,and filler boxes and building cavities that forth the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambershall be constructed act seated ,sosico slmction with Section C403.2.7.2 of the Commercial PrWillans of his code and shall be shown to meet duct tightness criteria by p or rough-in testing below. 3 a itis RESNET Standards by either an energy rater codified in accordance with Section Duct lightness shall be verified by testing to Section 80 553.99,Florida Statutes,or as authorized by Florida Salutes,to be-substantially leak free'by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 chn(113 Umin) per 11lnOWtlstdehe manuacturers air conditioned enclosfloor ure.All when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire cysts g register boots shall be taped or othenuise sealed during the test. 2. Rough-in test'.Total leakage shall be lass than or equal to 4 am(113 Umin)Per 100 square feet(9.29 m2)of conditioned floor area when tasted at a pressure differential of 0.1 inches v.g.(25Pe)across the system,Including the 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,asset 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: and air handlers located entirely within the building envelope 1, The total leakage test is not required for ducts . 2. Duct telling is not mandatory for buildings complying by Section R405 of this code. 5Y2201712:20 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 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(Mandatary). Mechanical system piping capable of cavying fluids above 105°F(41°C) or below 554F(13'C)shall be Insulated to a minimum of R-3., R403.3.1 Protection of piping Insulation. ❑ R403.4.1 ClroulatIng hot water systems(Mandatory). Cumulating 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 beat traps installed an both the inlets and outlets.External heat traps shall consist of either a commercially available haat trap or a downward and upward bend of at least 3 K Inches(89 mm)in the hot water distributlan line and cold water Ilne located as close as possible to the storage lank. ❑ R403.6.4 Water heater offlckhrcles(Mandatory). O R403.4.4.1 Storage water heater temperature controls ed with automatic temperature controls Automatic controls. Service water heating systems shall be equipp • capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 10VF to 140-F(38-C to 60°C). R403.4.4.1.2 Shut down. A separete switch ora clearly marked circuit breaker shall be provided to permh the power supplied d o permit Me energy supplied to the main burners) to electric service systems to be turned off.A separate valve shall be provide of combustion types of service water heating systems to be turned off. meet the minimum efficiencies of O 8403.4.4.2 Water heating equipment. Water heating equipment installed in res lWel ied Prplvlsloosnton the type of equipment installed, Table C404.2 in Chapter 4 of the Florida Building Code,Energy conservation, Equipment used to provide heating functions as pad of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water healers shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic in protlucllon are rated by the annual Directoryolar factor of the system.The solar energy factor of a system shall he determined from the Florida Solar Energy Center Directory of an di8ed Solar SysteStandard Ts.Solar Solarrllectom shall Domestic Hot Water System aaccordance nd Component Test protocolStandard ,6.Test Methods for Solar Collectors Collectors in installed solar water and SRCC systems should m healing 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 true south. ❑ R403.6 Mechanical ventilation(Mandatory). The building shell be provided with ventilation that meets 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 that close when the ventilation system is not operating. ❑ R403.6 Heating and cooling equipment(Mandatory), The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and coaling equipment shall he 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 builtling.The manufacturer and model number of the outdoor and Indoor units(if split system)shall be submitted along with the sensible and totalcooingiflofor chaslu the e expansion design or onditiions desarlbed In Section R302.1.This code does not allow designer safety facrs,top ther factors which affect equipment sizing.System sizing calculations shall not Include loads Grelated by local Intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. Is not less than the Rd03.6.t.i Cooling equipment eapacfly. Cooling only equipment shall be selected so that Its total capacity • calculated total load,but not more than 1 15 times greater than the total load calculated according to the precedent selected in product Imes.The certespontling latent capacity of the Section 403.6.or the closest available size provided by the manufacturers 6 equipment shall not be less than the calculated latent load. 5@/201712:20 PM EnargyGauge®USA-FlaRes2014 -Section 8405.4.1 Com Page 2 013 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity Is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-oniy equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for me indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return dud(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected an that its waling capacity is less than the calculated total sensible load but not less then 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. 0 R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based an the cooling requirements as calculated according to 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 load. R403.6d.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric bumere shall not be less than the design load calculated In accordance with Section R403.6.1. 0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shell have equipment sized or controlled to prevent continuous space cooling or healing within that space by one or more of the following options: 1. A separate cooling or healing system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base toad periods is utilized. ❑ R403.7 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. ❑ 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 40°F. ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and In accordance with ANSUAPSP-t 5.The energy requirements for portable spas shall be in accordance with ANSI1APSP-04. 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that Is mounted outside the heater to allow sending off the heater without adjusting the thermostat setting. 8403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and apace heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or ager April 16,2013 when tested In accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance • with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to 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 cmtml method that can automatically turnoff and on heaters 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. Where public health standards require 24-hour pump operations. 2. Whom pumps are required to operate solar.and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O 8403.9.3 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 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps In permanently installed lighting fixtures shall be hgheffica ry lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. O 8404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have wnfinuously burning pilot lights ❑ R406.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be Insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 5=01712:20 PM EnergyGauge®USA-FlaRes2014 -Section R406A.1 Com Page 3 of FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA ProBuilder Name: 7o11 arbihers,Inc. Street: Name: LotstoIi r Atlok antic Right NE permit office: Atlantic Beach Street: Lot 110 Atlantic Beach CC permit Number. City, Own State,Zip: Atlantic Beach , Jurisdiction: 261300 Owner: Tall Brothers,Inc.. Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK / Air bonier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous bonier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/Soffit shall be aligned with the / insulation and any gaps in the air barrier shall be sealed. ✓ Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners 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'oists 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 subfloor decking. The air barrier shall be Installed at any exposed edge of insulation. Crawl space walls Where provided In lieu of floor insulation,insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts,utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed- Narrow cavities Batts in narrow cavities shall be cut to ft,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures Installed In the building thermal envelope shall be air tight, IC rated,and sealed to the drywall Plumbing and wiring Batt insulation shall be cul neatly to ft around wiring and plumbing in J!/ exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. 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 gasketed doors page 1 of 1 5/2/201712:20 PM EnelgyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Stonebrook 2994 Right NE Builder Name: Toll Brothers,Inc. Street: Lot 110 Atlantic Beach CC Permit DB'me. Atlantic Beach City,State,Zip: Atlantic Beach ,FL, Permit Number: Design Location: FL,Jacksonville Jurisdiction: 261300 Cond.Floor Area:: 2994 sq.8. Cond,Volume: 28195 ou It, Envelope Leakage Test Results Leakage Characteristics Regression Data: c: _ n: R:.---- CF1l _.-- Sipi or Multi Point Test Data — ELA: HOUSE PRESSURE I FLOW: — EgLA: _- ACH: ACH(50): _-- SLA: —__— leakage not R402.4.1.2 Testing. The it chars a dwelling unit shall a los3 througand h 8a Testing hall beas having an rconducted wlthfa blower door t aair pre pleasure of 01 hour in hes w Zones(507 and 2,3 air changes per hour In Climate Zones9 Inchesall b (50 Pascals).Where required by the test a d provided testing shall be conducted by an approved fothird party, n written report of the results of the test shall be signed by the parry conducting the test and provitlad to the code official.Testing shall be performed at any time atter creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed but not sealed,beyond the intended weatherstripping or other infiltration conduct measures: 2.Dampers including exhaust,intake,makeup air,backtlraft and Clue dampers shall be closed,but not sealed beyond intended infiltration conirel measures; 3.Interior doors,d Installed at the time of the last,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed 5.Heating and cooling systems,N installed at the time of the test,shall be turned off;and 6.Supply and return registers,if Installed at the time of the test,shall be fully open. I hereby certify that the above envelope leakage Where required by the code official, 1fiE ST 04 _ arB performance results demonstrate compliance testing shall be conducted by an proved W` with Florida Energy Code requirements in approved third party.Awritten ' .,�, `..yfe °s, o accordance with Section R402.4.1.2. report of the results of the test shall be signed by the third party conducting the test and provided to SIGNATURE: the code official. PRINTED NAME: I BUILDING OFFICIAL:_ DATE: DATE:_- Page 1 of 1 5121201'!12:20 PM EnergyDauge®DSA-FlaRes2014 -Section R4054.1 Compliant$pflware Job: Project Summary Date; ys5 q Entire House By: Saldie Guinlivano ..: --•°-_ -- McGowan's Heating &Air Conditioning, Inc. ISm Collna Read,Omr,Pa'k,Fl 12E73 Phane'.900.27BD399 Fax:BW27"W Email:karey®m�axensac.com NAE:wxx.mr8u s'tnaeccom For: Steve Marten,Toll Brothers Inc. 160 Cape May Ave., Pante Dedra,FI 32081 Phone:(904)217-0739 Fax:(904 814-8173 Web:v✓ww.tollbrothers.com mal:smerien@tollbrolhersinc.mm Notes: The Stonebrook Weather: Jacksonville NAS, FL,US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 99 F Inside db 70 °F Inside db 24 °F Design TD 38 °F DesiDailyrange M Relative umidity 50 % Moisture difference 61 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 28913 Btuh Structure 27984 Btuh Ducts 4722 Bum Ducts 5933 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 Elm) 0 Btuh on (none) Humidification 0 Bluth Blower 0 Btuh Piping 0 Btuh Equipment load 33635 Btuh Use manufacturers data i 00 Rquipm in9 multiplier Infiltration Equipment sensible load 33917 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Avem%eStruct4306 Btuh Fireplaces 0 Ductsura 1043 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Prea(ft) 2994 2994 Equipment latent load 7048 Btuh Volume(ft') 28195 28195 Air changes/hour 0.32 0.16 Equipment total load 40965 Bluth Equiv.AVF(dm) 150 75 Req.total capacity at 0.70 SHR 4.0 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trude Trade Madel CH14NBO48 Cond CH14NBO48 AHRI ref Coil F54CNP048 AHRI ref 11.0 EER, 14 SEER ° Efficien 8.2 HSPF Efficiency 32900 Btuh Y Sensible cooling Heating input 47000 Btuh @47°F Latent cooling 14100 Btuh Heating output °F Total cooling 47000 Btuh 31 Temperature nse 1431 cLn Actual air flow 1400 cm Actual air Flow g 042 cfm/Btuh Air flow factor 0.041 in Hdm/Btuh Airflow factor 0,50 in H2O Static pressure 0.50 n H2O Static pressure Space thermostat Load sensible heat ratio 0.86 Capacitybalance point=24°F Backup: Input=lOkW, Output=33635 Blur,100AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 201RMry-0211:4218 'f,l' Wr1fIhtIDOft' Cumro•Builder Ey W19haseft 17021 R LM34H P'.1 11C!GS ._NToll erdhen\SloneEroM Eonus 2982 RpMmp Calc=MJB Fmnl Oowlems:NE First Floor n B rea kfast' IOx6 6" Great Room Oo 00 Kl chem 14x6 16x16 12.12 0 ;14 6 6x10 Betl4 0x6 6.. 6.. 12xG T Stair ] w 3" fan 1 x6 4x8 Dining 6" „ 4 8Balhm 4" 4x Foyer' 10" Garage SWet RIWer 14I'4 Job#: Scale: 1 :83 McGowan's Heating &Air Conditioning,. P.9.1 Performed by Saldie Guintivano for: SlaveM May rang Who. 1320Read Comfort Builder by 021R UO3 Nhtsoft 160 Poon,vee May Ave. Orange Park,n 320]3 Ponce-0739 Flx2(90 Phone:904-270-0339 Fax:904-2]0-0366 201]-May-112 2962:44 Ph.na(04)217-0739 smrFax:I90g9169nx www.mc0owansaacom koreyQmc9owansaacom ...4Stonebrook Banus2962 RighLrup w+m'.IOIIbralM1ers mm smeaen@lollbmlMrslnccan Second Floor a 6x10 10x6 3" Fan 6" 6.1 Master Bath. 6x12 10" 4x8 8x4 7" 4^ Bedroom 2 Master Bedroom. 4x8 2x12 4•• 12' 9•• 10x6 6'• 3" Fa W1 0x10 14x14 4x8 B" 12" 4,• 8x4 aroc Laundry'' 16' Wall l0 2 14" 14" 1. 8x4 12x12 18x18 4" 9^ 16" inks'. TT Bedroom 3 .of4 4 x 8 12x6 6x10 9'• 4" Ufl 7" 6" bath 2 16x16 12x6 4.. 7.. bon' I 12x6 R aide 141A 141'A" Job#: McGowan's Heating &Air Conditioning,. Scale: 1 :83 Performed by Saldie Guintivano for: Page 2 Steve Medan 4850 Collins Road Comfort Builder by Wrightsoft 160 Cape May Ave. Orange Park,FI 32073 17.0.21 RSU03444 Poore Vedra,F132081 Phone:904-278-0339 Fax:804-27&0368 2017-1AayA211:42:44 Phone:(904)217-07391=ax'.(904)e14e173 anaw.m,,hvhhsac.com korey@mcgowansac.com .-Vitanebrook Bonus 2962 Right-up xvrx.lellbMhers.mm amanen�lollbmlhxsincmm Job: Manual S Compliance Report Gat., Entire House By: Saltlle Guintivano til W McGowan's Heating &Air Conditioning, Inc. 48W Collin Food.Cs&Ns PaA,R U073 Phone:901-ViBoX9 Fas:00-27"Wil Emil.kosynb'nc9owanssc.wm V.4b:wrw.mg ossnancm projigict Information For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponta Vedra,FI 32081 Phone:(904)217-0739 Fax: (904)814-8173 Web:www.tolibrothers.com Email: smerten@lcllbrothersinacom Cooling Equipment Design Conditions Outdoor design DS: 99.2-F Sensible gain: 33917 Btuh Entering coil DB: 75.8E Outdoor design WB: 80.2-F Latent gain: 7048 Btuh Entering coil WB: 62.9'F Indoor design DB: 75.0'F Total gain: 40965 Btuh Indoor RH: 50% Estimated airflow: 1400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Cartier Model: CH14NB048+FB4CNP048 Actual airflow: 1400 cfm Sensible capacity: 35359 Btuh 104%of load Latent capacity: 7505 Stull 106%of load Total capacity: 42864 Btuh 105%of load SHR: 82% Heating Equipment Design Conditions Outdoor design DS: 31.7-F Heat loss: 33635 Btuh Entering coil DB: 69.6°F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB048+FB4CNP048 Actual airflow: 1400 cfm Capacity balance: 24 °F Output rapacity: 38542 Btuh 119'/of load Economic balance: -99 °F Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1400 cfm Output Capacity: 9.9 kW 100%of load Temp.rise: 39 °F Meets are all requirements of ACCA Manual S. 2017-may-021L42:26 !�4 wrightsoft' Camran Wider by wn9maon 17021 RSuo3444 Pigs M[it1 _n,TOIIBm m,,onsi Bonus 2982 Rb;.-P Col.=We Fmnl Owfeces:NE Job: Duct System Summary Data: Entire House By: saidle Gutetixano McGowan's Heating & Air Conditioning, Inc. 1.Collins Rad,0-1 PW n 3ID]3 Phme:N 278J339 F. oni278-03E6 Emelt:sen"OncpTxansre'in i"ai:xwxmrgowva"i Project Information For: Steve Marten,Toll Brothers,Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone:(904)217-0739 Fax:(904)814-8173 Web:www.tollbrothers.com Email:smenen@tollbrothersinc.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.11 in H2O 0.11 in H2O Available static pressure 0.39 in H2O 0.39 in H2O Supply/return available pressure 0.220/0.170 in H2O 0.220/0.170 in H2O Lowest friction rate 0.071 in/100ft 0.071 in/100ft Actual air flow 1400 cim 1400 cfm Total effective length(TEL) 546 It SupplyQetail Table Design Htg CIg Design Diam H x W Duct Actual Ftg.Egv Name (Blob) (cfm) (cim) FR (in) (in) Matt Ln(ft) Ln(ft) Trunk Bar, h 985 41 15 0.075 4.0 0x0 VIFx 75.1 220.0 st3 got In 2732 114 69 0.072 6.0 0x0 VIFx 79.6 225.0 st3 aed.a h 2651 110 101 0.102 7.0 0x0 VIFx 21.5 195.0 st4 Bemooln3 c 2782 94 115 0.096 7.0 0x0 VIFx 38.5 190.0 st6 Breaded h 3061 127 89 0.101 6.0 0x0 VIFx 48.0 170.0 sit Dining h 3359 140 99 0.103 7.0 0x0 VIFx 39.0 175.0 sl1 F., h 2677 111 87 0.071 6.0 0x0 VIFx 82.6 225.0 st3 Great anm c 3986 140 165 0.098 8.0 0x0 VIFx 49.5 175.0 s11 YJlchen c 1742 49 72 0.103 6.0 0x0 VIFx 39.5 175.0 st1 leamn c 666 2 27 0.101 4.0 0x0 VIFx 22.1 195.0 st4 Left c 1134 42 47 x098 6.0 0x0 VIFx 35.4 190.0 st6 Mader aag.A c 1379 44 57 0.081 6.0 0x0 VIFx 32.6 240.0 sl5 Masmr Bedroom c 2011 61 83 0.078 6.0 0x0 VIFx 36.3 245.0 sl5 Master Besraam-A c 2011 61 83 0.079 6.0 0x0 VIFx 34.3 245.0 s15 v201 c 35 1 1 0.101 4.0 0x0 VIFx 22.1 195.0 st4 Walk-m+ c 130 3 5 0.079 4.0 0x0 VIFx 33.2 245.0 st5 M.-I.2 h 293 12 9 0.099 4.0 0x0 VIFx 26.2 195.0 st6 ran c 516 17 21 0.104 4.0 0x0 VIFx 21.4 190.0 sl6 eanis c 2924 107 121 0.082 7.0 0x0 VIFx 26.6 240.0 st7 eons-A c 2924 107 121 0.077 7.0 0x0 VIFx 39.6 245.0 s17 I r c 12 0 0 0.073 4.0 0x0 VIFx 75.6 225.0 st3 sinks h 352 15 10 0.106 4.0 0x0 gi 18.3 190.0 st6 emr c 40 1 2 0.105 4.0 0x0 VIFx 19.5 190.0 I st4 2017-Mari 1142:26 wrightsoft` CmmW BwMer N ragmwa 11.021 Rau63444 Pagel /NLM .-nnall Brolhersvisoneb,mk Brows 2962 FtexaW cede=MJ8 Fmml awfers:ME Supply Trunk Detail Table I Trunk Htg CIg Design Veloc Diam H x W Dud Name Type (dm) (dm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 169 228 0.078 419 10.0 0 x 0 VinlFlx st4 sit Peak AVF 723 597 0.071 676 14.0 0 x 0 VinlFlx st2 Peak AVF 677 803 0.077 575 16.0 0 x 0 VinlFlx st3 Peak AVF 266 172 0.071 488 10.0 0 x 0 VinlFlx all st7 Peak AVF 214 241 0.077 546 9.0 0 x 0 VinlFlx sl6 SM Peak AVF 284 360 0.078 459 12.0 0 x 0 VnlFbr st2 st6 Peak AVF 393 443 0.077 564 12.0 0 x 0 VinlFlx st2 DetailReturn Branch Grille Htg Gig TEL Design Veloc Diam H x W Stud/Joist Dud Name Size(in) (dm) (dm) (ft) FR (fpm) (in) (in) Opening(in) Mall Trunk rh4 0x0 137 120 129.5 0.131 310 9.0 Ox 0 VIFx rtl rb2 Oxo 231 263 111.0 0.153 246 14.0 Ox 0 VFX rtl rb8 0x0 266 172 200.5 0.085 762 8.0 Ox 0 VIFx rtl rb3 Oxo 45 76 118.0 0.144 54 16.0 Ox 0 VIFx rtl rb6 Oxo 166 223 154.5 0.110 284 12.0 0x 0 VIFx rtl rb5 0x0 98 122 156.0 0.109 275 9.0 Ox 0 VIFX rtl rbl Oxo 457 425 238.0 0.071 427 14.0 Ox 0 VIFx rtl DetailReturn Trunk , Trunk Htg Gig Design Veloc Diam H x W Dud Name Type (dm) (dm) FR (fpm) (in) (in) Material Trunk rti Peak AVF 1400 1 1400 0.071 1 1310 14.0 0 x 0 VinlFix �L 2017 May 02 n 42Y6 tel' wrightsoft` Page )C6A .all,6mIkenA5tolftwkB-2962ftht.m, LeIa=MJB Fm01rb0lrame:NE N C b m J O, In A W N r IP T U A W N , S O " > bb > - 0nxN QF Q x N = u o � rt' O ° C S •�• `� c a .°. gy d a 0 o N A N O f`p O O ax c O ryN ����yyyy 1 C o y 0 L < ry S O kyr+ O E 6 S N Y � y b t 0 n N o O F f R O = rr n o + z + + + O O O O O N w w^ w ^ � v m _ J P r w O fwi � W ^ r r q N q C m iG N T J b r FFICE COPY Approved By Permit Desk Building Department City of Atlantic Beach, FL ( ({ ( ( ( ( ( { ( ( k (( ( § ( ( ( . . : ; - ! , 4 ! « , / 4 ■ ! - - ! � / / } a y # / / } (\ � ; \§ � � r ( \ { \ } , - ( ; \ f / { ° E \ { { z! ( } } E \ \ ) [ } ; } _ 7 ! { ( { \ � k � ( FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Stonebrook 2994 Right NE Builder Name: Toll Brothers,Inc. Street: Lot 110 Atlantic Beach CC Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach ,FL, Permit Number: Owner. Toll Brothers,Inc. Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3666.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3466.00W to Frame-Wood,Adjacent R=13.0 20000W 3. Number of units,if multiple family 1 c.N/A R= f' 4. Number of Bedrooms 4 d.N/A R= he %Ceiling Types (1745.0 sgft.) Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=38.0 1551.00 ft B. Conditioned floor area above grace(W) 2994 b.Under ABic(Vented) R=1g.0 194.00 ft" c N/A R= if Conditioned floor area below grace(10) 0 11.Ducts R W 7. Windows(537.4 sent) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 475 a. U-Factor on,U=9.33 537.44 V SHGC: SHGC-0.30 12Cooling systems Whine Efficiency It. U-Fac .[or N/A ft a.Central Unit 48.0 SEER:14.00 SHGC: c. U-Factor: WA IF SHGC: 13.Heating systems x8tulht Efficiency d. U-Factor: N/A ft2 a.Eleetdc Heal Pump 48.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 2 306 ft. 14.Hot water systems Area Weighted Average SHGC: 0300 a.Natural Gas Tankless Cap:1 gallons 8. Floor Types (2994.1) self.) Insulation Area EF:0.600 a.Slab-On-Grade Edge Insulation R=0.0 124900112 b. Conservation features b.Floor Over Other Space R=0.0 1165.00 f? None c.other(see details) R= 580.00 IF 15.Credits Pstat Glass/Floor Area: 0.180 Total Proposed Modified Loads: 79.48 PASS Total Baseline Loads: 87.50 1 hereby certify that the plans and specifications covered by Review of the plans and 0�41/E ST4M this calculation are in compliance with the Florida Energy specifications covered by this v w _' = p,4. Code. calculation indicates compliance ., 3)'�+'raI�,'Q with the Florida Energy Code. l` a s'sitS:;"''n PREPARED BY: -`�_H1- Before construction is completed m _-x ,' e ; DATE: 2--Ae> ------ this building will be inspected for compliance with Section 553.908 I hereby certify that this building,as de igned,is in compliance Florida Statutes. ?{•),CVrv+^ with the Flodda Energy Code. GO 1V& OWNERIAGENT: -- - BUILDING OFFICIAL: ------ DATE: - C ........... DATE: - - Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and insulation Inspection Checklist 1n accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 512201712:20 PM EnergyGaugeS USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 ORM R405-2014 PROJECT Title: Stonebrook 2994 Right NE Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2994 Lot# Owner. Toll Brothers,Inc. Total Stories: 2 Block/SubDrvlsion: #of Units: 1 Worst Case: No PlalBook: Builder Name: Toll Brothers,Inc. Rotate Angle: 0 Street Lot 110 Atlantic Beach Permit Offloe: Atlantic Beach Cross Ventilation: No County. Duval Jurisdiction: 261300 Whole House Fan: No City.State.Zip: Atlantic Beach . FamilyType: Single-family FL. NewlExieeng: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Vz Design Location TMY Site Zone 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 Blockl 2994 28195 SPACES Number Name Area Volume Kitchen Occupants Bedrooms mill ID Finished Cooled Heated 1 Mein 1249 12490 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1745 15705 No 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Pedmeler Parlmeter R-Value Arae Joist R-Value Tile Wood Carpet 1 Slab-0n-Grad EEdge Ineulatlo Main 13311 0 12491P __ 0 0 1 1V 2 Floor Over Other Space 2nd Floor -___ ___ 1165 If 0 0 0 1 V 3 Floor over Garage 2nd Floor — -- 46D k' 19 0 0 1 4 Raised Floor 2nd Floor __- ___ 120 W 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitl Emat Deck Pitch / # Type Matedals Area Area Color Absor, Tested Tested Insul. (deg) 1 Hip Composition shingles 1890 W 0I Medium 06 N 0.9 No 0 22.6 ATTIC J Type Ventilation Vent Rollo 0 in) Area RBS IRCC 1 Full attic Veined 300 1745 IF N N 5/2/201712:20 PM EneMyGauge®USA-FlaRe92014 Section 8405.4.1 Compliant Software Page 2 of 5 ORM R405- CEILING _ # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type �L 1 Under AXlc(Vented) 2nd Floor 38 Blown 1551X' 0.11 Wood V 2 Under AXlc(Vented) 2nd Floor 19 Blown 194 ft' 0.11 Wood WALLS / aceCuav�iWty Width dth a rHreighnt Sheathing Framing Solar_ Beim Adjacent a.aGionlibsarGra -# � 1 NE Exterior Frame-Woad 2nd Floor 19 40 0 9 0 360.0 it' 0 0.23 0.6 0 �2 NE Exterior Frame-Wood Main 19 22 0 10 0 220.0 IF 0 0.23 0A 0 3 NW Exterior Frame-Woad 2nd Floor 19 57 0 9 0 513.0X' 0 0.23 0.6 0 _2,L 4 NW Exterior Frame-Wood Main 19 54 0 t0 0 540.0X' 0 0.23 0.6 0 5 SW Exterior Frame-Wood 2nd Floor 19 32 0 9 0 258.0X' 0 0.23 0.6 0 6 SW Exterior Frame-Wood Main 19 34 0 10 0 340.0X' 0 0.23 0.6 0 _7 BE Exterior Frame-Wood 2nd Floor 19 57 0 9 0 513.0 IF 0 0,23 0.6 0 � 8 SE Exterior Forme-Woad Main 19 54 0 10 0 540.0X' 0 0.23 0.8 0 9 NE Garage Frame-Wood Main 13 20 0 10 0 200.0X' 0 0.23 0.01 0 10 S Exterior Frame-Wood 2nd Floor 19 4 0 9 0 38.0X• 0 0.23 0.6 0 11 W Exterior Frame-Wood 2nd Floor 19 4 0 9 0 36.0 ft' 0 0.23 0.6 0 12 S Exterior Frame-Wood Main 19 4 0 10 0 40.0X' 0 0.23 0.6 0 13 W Exterior Frame-Wood Main 19 4 0 10 0 40.0X' 0 0.23 0.6 0 DOORS # Chit Door Type Space Storms U-Value Width Height Area _Ft In Ft In 1 W Insulated Main None .4 3 8 24 it' 2 NE Wood Main None 4 2 6 8 21.3X' WINDOWS Orientation shown is the entered.Proposed orientation: Wall Overhang V # Omt ID Frame Panes NFRC -Factor SHGC Area Depth Separation Int Shade Screening l NE 1 Vinyl Low-E Double Yes 0.33 0.3 66.9 fP 1 ft 4 In 1 If 01n Drapealblinds Exterior 5 _ 2 NE 1 Vinyl Low-E Double Yea 0.33 0.3 21.3 X' 1 X 4 in 1 X 0 In None Exterior 5 3 NW 3 Vinyl Lm -E Double Yes 0.33 0.3 8.3 IF 1 it 4 in i it 0 in None Extedor 5 V 4 NE 2 Vinyl I-m-E Double Yes 0.33 0.3 40.0 W 5 it 4 in 1 X 0 in None Exterior 5 ✓ 5 NE 2 Vinyl Law-E Double Yes 0.33 0.3 16.0 ft' 5 ft 4 in i ft 0 I None Exterior 5 �L 6 SW 5 Vinyl Low-E Double Yes 0.33 0.3 31.0 ft' 1 X4 in 1 ft 0 in Drapesiblinds Exterior 5 _ 7 SW 5 Vinyl Low-E Double Yes 0.33 0.3 20.7 W 1 If 4 in 1 from None Exterior 5 8 SW 6 Vinyl Low-E Double Yes 0.33 0.3 36.0 W 1 X 41n i X 0 in None Exterior 5 9 SW 6 Vinyl Low-E Double Yes 0.33 0.3 21.3 ft' 15 it 4 in 1 it 0 in None Exterior 5 _ 10 BE 7 Vinyl Low-E Double Yes 0.33 0.3 46.5 ft' tft4 in ift0ln Drepeslblinds Exterior 11 NOW 4 Vinyl Low-E Double Yes 0.33 03 18.0 ft' 1 X 4 in 1 it 0 in Drapes/blinds Exterior 5 �L 12 NW 3 Vinyl Low-E Double Yes 0.33 0.3 15.5 ft' 1 X4 in 1 It 0 in Drapesiblinds Exterior 5 13 BE 8 Vinyl Low-E Double Yes 0.33 0.3 18.0 X 1 X 4 in 1 X 0 in None Exterior 5 �L 14 NW 3 Vinyl Low-E Double Yes 0.33 0.3 34.4 tF 1tt4In 1ft01n Dropesfolinds Extenor5 15 SE 7 Vinyl Low-E Double Yes 0.33 0.3 344ft 1 It 41n 1 it 0 in Drapesfblinds Exterior 5 5/2201712:20 PM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 WINDOWS Orientation shown is the entered Pro ased orienlatlon. J Wall Overhang # Ornl ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 18 S 10 Vinyl Lmv-E Double Yes 0.33 0.3 15.5 IV it in 1 h 0 in Drapeslblintls Exterior 5 _ 17 W 11 Vinyl Low-E Double Yes 0.33 0.3 15.5112 1 If 41n 1 fl 01n Drepesiblinds Exterior 5 ✓ 18 NW 4 Vinyl Low-E Double Yes 0.33 0.3 40.0 fP 184 in ift01n None Exterior 19 S 12 Vinyl Low-E Double Yes 0.33 0.3 18.0 ft' 1 If 4 in 1 ft 0 in None Exterior 5 V 20 W 13 Vinyl LM-E Double Yes 0.33 0.3 18.0 If 1 it 4 in i ft 0 m None Exterior 5 GARAGE # Floor Area Calling Area Exposed Wail Perimeter Avg.Wall Haight Exposed Weil Insulation 1 571 W 571 ft' 75 It loft 0 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wolehouse Proposed ACH(50) .000299 2349.6 128.99 242.58 .2838 5 HEATING SYSTEM Subtype Efficiency Capacity Block Ducts # System Type —..- —' 1 Electric Hea[Pump None HSPF:8.2 48 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efictency Capacity Air Flow SHR Black Ducts _ 1 Central Unit Split SEER:14 48 kBtu/hr 1440 ctm 0.7 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation _ _ 1 Natural Gas Tankless Exterior 0.8 1gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM Collector Storage FSECSystem Motlel# Collector Model# Area Volume FEF Can # Company Name �L 10 None None DUCTS —Supply— Return-- Air—CFM 25 OUT HVAC# # Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RL F Heat Cool 1 Attic 6 476 W Attic 155 ft' Default Leakage Attic (Default) (Oafaulq 512/2017 12:20 PM EnergyGauge®USA-FlaRes20f4 Section R405.4.1 Compliant 6oiexere Page 4 of 5 FORM R405-2014 TEMPERATURES Programable ThermostaCoolingr0t(Y (rX Marr[ 1I Coiling Fans: 1C( `C( rIXI� (Sep [ ad N.yt6(I] Venting �X�Jan [ Feb `x Mar W Apr ` May ri Jun [ i Jul ( �Aug [ ]SeP ix�Oct �X�Nov 17 Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 ] 8 9 10 11 12 Cooling(N!D) AM 78 78 78 78 78 78 78 78 80 BO 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 7B 78 78 78 78 PM 78 78 78 78 78 78 78 ]8 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 68 88 6 68 6 66 61 Heating(W EH) PM 68 68 68 68 68 68 68 68 68 68 66 86 5Y11201]12:20 PM EnergyGouge®USA-FlaRes2014 Section R405.4.1 Campliand Software Page 5 of 5 I FORM R405-201ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 91 The lower the EnergyPerformance Index,the more efficient the home. Lot 110 Atlantic Beach CC, Atlantic Beach , FL, 9. Wail Types Insulation Area 1. New construction or evsting New(From Plans) R=19.0 3466.00 W a.Frame-Wood Adjacent .00 W r R=13A 200 2. Single family or multiple family Single-family b.Frama-Woad Adlcent w 0, NIA R 3. Number of units,if multiple family d NIA R= R' 4. Number of Bedrooms 4Insulation Area I0,Gelling Types R=38.0 1551.00 6' 5. Is this a wont case? No a.Under Attic(Vented) R-19.0 194.00 1122994 b.Under Attic(Vented) R- fl' 6. Conditioned Roar area(W) o.NIA Description Area 11.Ducts R 0 7. Windows" D 537.44 W a.Sup:Attic,Ret Attic,AH:Attic6 476 a. U-Factor: Dbl,U=0.33 SHGC: SHGC-0.30 b. LLFactor: WA 8' kinufhr Efficiency 12.Gaoling systems 48.0 SEER:14.00 SHGC: fi° a.Central Unit c. LLFactoc N/A SHGC: kBtulhr Efficiency d. 1-1-Factor. N/A 6' 13.Heating systems 48.0 HSPF:8.20 SHGC: a.Electric Heat Pump Area Weighted Average Overhang Depth: 2.36 it, 0 Area Weighted Average SHGC: 14.Hol water systems Cap:l gallons B. Floor Types Insulation Area a.Natural Gas EF:0.6 a.Slab-On-Grade Edge Insulation 1165.00 W b.Floor Over Other Space R=0.0 b. Conservation features c.other(see details) R= 580.00 W None Pstat 15.Credits -{ I certify that this home has complied with the Florida Energy Efficiency Code for Building tiGeSTA ,F illi STg16 or, Construction through the above energy saving features which will be installed (or exceeded) rT rt, in this home before final inspection. Otherwise,a new EPL Display Card will bet completed �o ti m based on installed Code compli nt f ture�s./� /� \I 5h- 11' I Builder Signature: It, �V /_L-- Date: _ I I q °' 6kr e. Address of New Home: I-Ya3 fvigyrl'1 me yU 1L IlY__City/FL Zip:"TTT-/t13T -FL oo�TRJ`'A 'Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM)Incentives it you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at encrgauge.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. 51212017 12:20 PM EnergyGauge®USA-FlaRas2014 -Section R405.4.1 Compliant Software Page i of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Lot 110 Atlantic Beach CC Permit Number. Atlantic Beach ,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 en anergy pedomnance level(EPL) display card be completed and rtified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law ce [Section 553.9085,Florida Statues)requires the EPL display Com to be included as an addendum to each sales Contract for both presold and nonuesold residential buildings.The EPL display cam Contains information indicating the energy performance level and efficiencies of Components installed in a dwelling unit.The building official shall verify that the EPL display cam 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 cam can be found in Appendix C. ❑ R402A Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402AA. O R402.4.1 Building thermal envelope. The building thermal envelope shall Comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow or 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 manufacturers Instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the coda official,an approved this Party shall inspect all components and verify compliance. R402.4.1.2 Testing, The building or dwelling unit shall be tested and verified as having an air leakage rate 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 B.Testing shall be Conducted With a brewer door at a pressure rlof tten report2I of the esults of thels),Where required tes shall be signed by the by the party Conlducting the test aannd provided toconducted yan the Code approved thirdTesting party, official.Testing shall od performed at any lime after meelion of all penetrations of the building(bonnet envelope. During testing'. 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intends Infiltration control measures; shall be open; 3.Interior doors,if Installed at the time of the test, 4.Exterior doors for continuous ventilation systems and heat recovery ventllalure shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the testshall turned off,and 6.Supply and return registers,If installed at the time of the test, fullyopen. O R402.4.2 Fireplaces. New,wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion Jr.a O R402.4.3 Formatted=air leakage.W indows,skylights and sliding glass doors shall have an air inNlretion rete of no more than 0.3 dm per square foot(1.5 Ushni and swinging doors no mare than 0.5 cm,per square foot(2.6 Uslm2),when tested according o NFRC 400 or AAMANVDMA/cSA 101/1.5.2/A440 by an accredited,independent laboratory and listd and labeled by the manufacturer. Fxception: Sita-built windows,skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in me 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 ressure differential.rAll recessed ge rate luminaires not more than 2.0 clm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 put(75 Pa)p luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or calling covering. ❑ R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and Cooling system. ❑ R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary elecitio-resistance heat shall have Controls that,except during defrost,prevent supplemental heat operation when the heat pump Compressor can meet the heating load. ❑ R403.2.2 Sealing(Mandakory)AII ducts,air handlers,and filter 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 to most duct tightness criteria by past-construction or rough-in testing below. Duct tightness shall be Veri rid by testing to SectFlorion 803 of Statutes o be NET Standardslly byeakfreeer a either of energy rater rtheo artiimg;fified in accordance with Section 553.99,Florida Statutes, 1. Pst-construction test:Total leakage shall be less than or equal to 4 cls(113 Umin)per 100 square feet(9.29 m2)of Conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,Including the manufacturers air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-In test:Total leakage shall be less than or equal to 4 c(m(113 including r 100he sq manufacturer's fuetfs atr handler hl fenclotsured floor area when tested of a Pressure differential of 0.1 inches w.g.(25Pa)across the system, 9 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 dm (85 Umin)per 100 square fact(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 R405 of this code. 5/21201712:20 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 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 66°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 Heattimps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed an both the inlets and outlets.External heat craps shall consist of either a commemlally avallable heat trop or a downward and upward bend of at least 3 B Inches(89 mm)In the hot water distribution line and mid water line located as Close as possible to the storage tank. ❑ R403.4.4 Water heater efficiencies(Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.14 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature"flings for the Intended use.The minimum temperature setting range shall be from 100-F to 140'F(38'C to 60°C). R403.4.4.1.2 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 to the main burners) of combustion types of service water heating systems to be turned off. O R403.4A.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table 0404.2 in Chapter 4 of the Florda BuildingCode,Energy Conservation,Commercial Provisions,for the type of equipment Installed, Equipment used to provide heating functions as pad of a combination system shall satisfy all stated requirements for the appropriate water healing category. Solar water healers shall met the criteria Section R403.4.4.2A. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hotwater production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar En Methods foynergy erctory of Dire Collectors, Codified Solar Systems.Solar collecrstoshell be tested in accordance with ISO Standard 9806, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Pr0locol,Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tiff angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. ❑ R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets 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 that close 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 sizing. Healing and cooling equipment shall be sized In accordance with ACCA Manual 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 ccnditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not Include loads created by local Intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.14 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 4036,or the closest available size provitled by the manufacturer's product lines.The corresponding]stank capacity of the equipment shall not be less than the calculated latent load. 512/201712:20 PM EneMyGaug"USA-FlaRes2014 -Section R405.4.1 Com Page 2 of FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,mini value and shall not be used for equipment sizing.Manufactures expanded pedormance dam shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower prod provided by the expanded performance data, the design value for entering welt bulb temperature and the design value for entering dry bulb temperature. Design values for entering wat bulb and dry bulb temperature shall be for indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)Is installed in an unconditioned space. Exceptions: 1, Attached sini 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 good design practice. O R403.6.1.2 Heating equipment capacity R403.6.f.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section 8403.6.1.1 and the heat pump total cooling capacity shall not W mare than 1.15 times greater than the design cooling load. R403.6t1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heagng equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric bumers shell not be less than the design load calculated In accordance with Section R403.6.1. O R403.6.1.3 Extra capacity req ulred for special occasions. Residences requiring excess cooling or heating equipment capacity on an Intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or healing within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods Is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections 0403 and C404 of the Commercial Provisions In lieu of Seetlon R403. ❑ 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 shunting off the system when the pavement temperature is above 550F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. ❑ R403.9 Swimming pools,Inground spas and portable spas(Mandatory). The energy requirements for residential pools and aground spas shall be as specified In Sections R403.9.1 through R403.9.3 and in accordance with ANSIIAPSP-15.The energy requirements for portable spas shall be in accordance with ANSIIAPSP44. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oll-fired pool and spa healers. All gas-and all-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for bedlam manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested In accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure oompliance.Geothermal swimming pool heat pumps are not required to meet this standard. O 8403.9.2 Time switches. Time switches or other control method that can automatically turn off and an healers and pumps according to a preset schedule shall be Installed on all heaters and pumps.Heaters,pumps and motors that have bunt In timers shall be deemed In compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from onsite renewable generation. 0 R403.9.3 Govern. Heated swimming pools and Inground permanently Installed apes shall be equipped with a vapohre ardant covered or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed overan operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize highsf6cacy lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R4136.2 Performance ONLY. All duce not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. 0 R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single asserni of the exposed deck and beam type or concrete deck roofs do not have sufficient space.R-10 is allowed. 5/2/201712:20 PM EnergyGauge®USA-FlaRe,2014 .Section R405 4A Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Stonebrook 2994 Right NE Builder Name: Toll Brothers,Inc. Street: Lot 110 Atlantic Beach CC Permll OHIce: Atlantic Search City,State,Zip: Atlantic Beach ,FL, Permit Number: Owner. Toll Brothers,Inc. Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous baffler. ✓ Breaks or joints in the air barrier shall be seated. Air-permeable insulation shall not he used as a sealing material. Ceilinglattic 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 baffler. Knee walls shall be sealed. Windows, skylights and doors The space between windowldoorjambs and framing and skylights and framing shall be sealed. Rim oists 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 cri wlspace walls. Exposed earth in unwanted crawl spaces shall be covered with a Class I ,,per retarder with overlapping joints taped. Shafts, penetrations Duct shafts,utility penetrations,and flue shaft openings to exterior or unconditioned space shall6e sealed. Narrow cavities Batts in narrow cavities shall be cut to ft,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity s aces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight,IC rated,and sealed to the drywall Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing In exterior walls,or insulation that on installation readily conforms to available ✓ space shall extend behind piping and wiring. Shower/tub on exterior wail Exterior walls adjacent to showers and tubs shall be insulated and the air barrier Installed separating ahem from the showers and tubs. Electricallphone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register hoots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall An air barrier shall he installed on fireplace walls.Fireplaces shall have Fireplace gasketed doors Page 1 of 1 5/2207712:20 PM EneryyGeuge®USA-FlaRes2014Section R405.4.1 Compliant Software FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Stonebrook 2994 Right NE Builder Name: Toil Brothers,Inc. Street: Lot 110 Atlantic Beach CC Permit Office: Atlantic Beach City,State,Zip: Agamic Beach ,FL, Permit Number: Design Location: FL,Jacksonville Jurisdiction:. 261300 Card.Fluor Area:: 2994 uTft. Cond.Volume: 28195 cu tL Envelope Leakage Test Results Leakage Characteristics Regression Data: C: _.- n: -- R: CFM(50): single or Multi Point Test Data -_ ELA: HOUSE PRESSURE I FLOW: EgLA: ACH: ACH(50): SLA: not r changes R402.4.1.2timaeonesI an The 3 air chars esor d per hour toClimateeZones 3 through 8.Testing hall beand verified as having an rleakage rate conducted with a blowerdoort alp pressure of 0.2 aur inIncheswe.ones1and). 9 P party.A test shall be signed by he party condumWhom ding thby e testandprovidedtto the coda official.Testing shall be performed at anyme after ocreation of all ls of the penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other Infiltration control measures: 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration commit measures; 3.Interior doors,if Installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heal recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off:and 6.Supply and return registers,if Installed at the time of the fest,shall be fully open. I hereby certify that the above envelope leakage Where required by the code official, OQKHE STgTd performance results demonstrate compliance testing shall be conducted by an '�' D.n with Florida Energy Code requirements in approved third party. A written ,��� •�. accordance with section R402.4.12. report of the results of the test shall iva. m be signed by the third party + I m conducting the fest and provided to SIGNATURE: the code official ��,1, J�4 _— COO WEKF PRINTED NAME: -- BUILDING OFFICIAL:__ DATE: _ DATE: _ 5/2/201712:20 PM FnergyGouge®USA-HaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 _q Project Summary Job` Date: Entire House By: Saltlie Guintivano McGowan's Heating &Air Conditioning, Inc. 4850 Cities Road Omnoe PaN.F1320Y3 Ph one:Oosl.0330 Fav:900.2789360 Einer Xmy®mc0awansac.am wen:rnwi.myowansec.wm For: Steve Marlen,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone:(904)217-0739 Fax:!904)814-8173 Web:www.tollbrothers.com Email:smerfen@tollbrothersinc.com Notes: The Slonebrook Design Information Jacksonville NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 99 °F Inside db 70 °F Inside db 75 °F Design TO 38 °F Design TO 2M °F Daily range Relative humidity 50 % Moisture difference 61 gdIb Heating Summary Sensible Cooling Equipment Load Sizing Structure 28913 Stuh Structure 27984 Btuh DuBtuh Central vent(0 cfm) 2cts4720 Binh CCentral vent(0 cfm)Binh Duc5930 Btuh none Humidification 0 Btuh Blower 0 Btuh Piping 0 Binh Equipment load 33635 Btuh Use manufacturefa data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 33917 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average 8306 Btuh Fireplaces 0 Structure Ducts 1043 Btuh Central vent(0 cfm) 0 Blum Heating Coaling (none) Area(ft) 2994 2994 Equipment latent load 7048 Btuh Volume(ft) 28195 28195 Air changes/hour 0.32 0.16 Equipment total load 40965 Btuh Equiv.AVE(cfm) 150 75 Req.total capacity at 0.70 SHR 4.0 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Cartier Trade Trade Model CH14NBO48 Cond CH14NBO48 AHRI ref Coil FB4CNP048 AHRI ref Efficiency 8.2 FIVE Efficiency 11.0 EER,14 SEER Healing input Sensible cooling 32900 Btuh Heating output 47000 Btuh @47-F Latent cooling 14100 Btuh Temperature rise 31 -F Total cooling 47000 Btuh Actual air flow 1400 cfm Actual air flow 1400 cfm Airflow factor 0.042 chWBluh Air flow factor 0.041 dm/Btuh essure Static pressure 0.50 in H2O Load sStatic ensible heat ratio 0.86 0.50 in H2O Space thermostat Capacitybalance point=24°F Backup: Input= 10 kW. Output=33635 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2117-Mey0211:4238 wrfghtsaft- FgmMBJldwo Wnghlwn 17,021 R5U034H Pagel /1« ._nnoll Bmirem Sxnsbm Bonus 2932 RI9M.nuP Calc-MA Front Cmr hoes:BE First Floor N Breakfast. 10x6 6" Great Room Oo 00 Ki[Chenj 14x6 16x16 12.12 6 6 x m 14" 8" 6„ 0'x6 fi" 12 x 6 T I,Stair 7" an w 3" Fan x6 4xft �gjrfln9 fi 4" 4z68aih® Foyer 4„ 10" Garage Swat Rigger 141'4.. Job#: Scale: 1 : 83 Performed by Saldie Guintivano for: McGowan's Heating & Air Conditioning. Page 1 stsvemenen 4850 Collins Road Comfort Bolder by Wrightson 164 Cape May Aw. Orange Park,F132073 19.0,21 RSU03444 Pame vedre,F132081 Phone:904-278-0339 Fax:904-27&0366 2017-May-02 11:42:44 Phone:1904)29 ww-0739 Fu:(904)814-6173 mn,asansaCCom onsygrea, 4ansac.com ...\Stonebrook Bonus 2962 RighLmP ..Iollb=mm amadan@tout M1man.cam Second Floor N 6x10 10x6 3" Fan V 6" Master Bath;® 6.12 101, 4x8 8x4 7" q•' Bedroom 2 Master Bedroom ', 4 x 812 x 12 4" 2" 9.. 10x6 V 3" Fa Walk 1. 1 10x10 14x14 4.8 9 12" 4 8x4 attic L16aundry+ Wal tkt 14" 14•• 8x4 12x12 18x18 4" 91, 116" sinks Bedroom3.: oft 4 x 8 12x6 9 6x10 9' 4" EZ 7„ 6•. bath 16x16 12x6 14 7•• bon 12x6 7.• Ri%e10 r 14Th" Job#: Scale: 1 :83 McGowan's Heating &Air Conditioning,. Polls Performed by Saldie Guintivano for. Corn on builder by Nffi9M1tsoft Slam M May A 4850 Collins l 320oad 17.0,21 RSU03444 len Cepa ,Fl Am. orange Park,FI 320]3 pante V 739 F.:(90 Phone:9o42].Corn Fax@mcgomrse athmok Borus 2:42:44 ,Ifibn hexa.-0]59 Fev:(IW)e14eP] www rpc9owsnsaacom korey�mc9owansaacpm ._lStonebrook Bonus 2962 Ri9M1tmp wmr.bllbMM1ers.mm %matlen®IOIIbMberYnucan Job: Manual S Compliance Report Date: Entire House By: saldle culnt,vano McGowan's Heating & Air Conditioning, Inc. 1.Cosby Road.0.9.Park.F192073 Pbane:901276.033¢ Fex:0¢127-OW Email baeywn"by,arvo.ro.wab:wwW.mo Pybo...mm project Information For: Steve Morten,Toll Brothers,Inc. 160 Cape May Ave., Prime Vedra,FI 32081 Phone:(904)217-0739 Fax: (904)814-8173 Web:www.tollbrcthers.com Email:smenen@tollbrolhersinc.wm —Cooling Equipment Design Conditions Outdoor design DB: 99.2-F Sensible gain: 33917 Bluth Entering coil DB: 75.8'F Outdoor design WB: 80.2-F Latent gain: 7048 Stub Entering coil WB: 62.9-F Indoor design DB: 75.0°F Total gain: 40965 Btuh Indoor RH: 50% Estimated airflow: 1400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO48+FB4CNP048 Actual airflow: 1400 cfm Sensible capacity: 35359 Btuh 104%of load Latent capacity: 7505 Blob 106%of load Total capacity: 42864 Blob 105%ofload SHR: 82% Heating Equipment Design Conditions Outdoor design DB: 31XF Heat loss: 33635 Stub Entering coil DB: 69.6-F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Cartier Model: CH14NB048+FB4CNP048 Actual airlim: 1400 cfm Capacity balance: 24 "F Output capacity: 38542 Btuh 118%of load Economic balance: -99 'F Supplemental heat required: 0 Blob Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1400 Cfm Output capacity: 9.9 kW 100%of load Temp.rise: 39 'F Meets are all requirements of ACCA Manual S. 2017-Mry Oo 142:26 wrightsoft' Cdnron eubver by wfigM+on 11021 RSue3 Pa9e1 It ...n1Tdl BroOere\Slonebmok bonus 2962 R19bl.mp Calc=M, Fmnt Oawfacea:NE Job: Duct System Summary 0aw Entire House By: emdle Gdothoma, McGowan's Heating &Air Conditioning, Inc. 48W Collins Rm,otuge P. Fl 3W13 PM1me:fl 278U339 Fba 90421693EB Emil:a-Y,matarenaea.mm Nab:...N-baecmm Project Information For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Pottle Vedra, FI 32081 Phone:(904)217-0739 Fax:(904)814-8173 Web:www.tollbrothers.com Email:smenen@tollbrothersinc.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.11 in H2O 0.11 in H2O Available static pressure 0.39 in H2O 0.39 in H2O Supply/return available pressure 0220/0.0710 in in/H20 0 220/0.0710 in in/H20 Oft Lowest it low rale 1400 Bim 1400 cm TotalActuair 546 ft Total effective length(TEL) Supply Design Hg CIg Design Diam H x W Dud Actual Ftg.Egv Name (Btuh) (dm) (elm) FR (in) (in) Mail Ln lift) Ln(it) Trunk Bath h 985 41 15 0.075 4.0 Oxo VIFx 75.1 220.0 st3 Bad4 h 2732 114 69 0.072 6.0 Oxo VIFx 79.6 225.0 st3 Baawm2 h 2651 110 101 0.102 7.0 Oxo VIFx 21.5 195.0 sl4 6adman3 c 2782 94 115 0.096 7.0 Oxo VIFx 38.5 190.0 sib Bmid.,R h 3061 127 89 0.101 6.0 Oxo VIFx 48.0 170.0 st1 Nnmg h 3359 140 99 0.103 7.0 Oxo VIFx 39.0 175.0 sit Foyer h 2677 111 87 0.071 6.0 0x0 VIFx 82.6 225.0 st3 creat Room c 3986 140 165 0.098 8.0 Ox VIFx 49.5 175.0 511 Mim c 1742 49 72 0.103 6.0 Oxo VIFx 39.5 175.0 all La.., c 666 2 27 0.101 4.0 Oxo VIFx 22.1 195.0 st4 Bon c 1134 42 47 0.098 6.0 Oxo VIFx 35.4 190.0 sl8 M..Beth-A c 1379 44 57 0.081 6.0 Oxo VIFx 32.6 240.0 st5 MaaMr Beacom c 2011 61 83 0.078 6.0 0x0 VIFx 36.3 245.0 815 Maatertied.-A c 2011 61 83 0.079 6.0 Oxo VIFx 34.3 245.0 st5 WCt c 35 1 1 0.101 4.0 Oxo VIFx 22.1 195.0 st4 With,laI c 130 3 5 0.079 4.0 Oxo VIFx 33.2 245.0 st5 walk-m2 h 293 12 9 0.099 4.0 Oxo VIFx 26.2 195.0 st6 name c 516 17 21 0.104 4.0 0x0 VIFx 21.4 190.0 st6 noaue c 2924 107 121 0.082 7.0 0x0 VIFx 26.6 240.0 si7 bows-A c 2924 107 121 0.077 7.0 0x0 VIFx 39.6 245.0 st7 pwdr c 12 0 0 0.073 4.0 0x0 VIFX 75.6 225.0 st3 :inks h 352 15 10 0.106 4.0 0x0 VIFx 18.3 190.0 s16 n« c 40 1 2 0.105 4.0 0x0 VIFx 19.5 190.0 st4 eon-May-0211:42:26 {�s wrightsoft` Cahma Builder by Wigmat Rosi R6W3444 Pat°3 !NM` ...nkTollamth r& onebrookBmos2962R9M.NP CNc=MJB FmltWortecea:NE Supply Trunk Detail . - Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 169 228 0.078 419 10.0 0 x 0 VInIFIx st4 all Peak AVF 723 597 0.071 676 14.0 0 x 0 VinlFlx st2 Peak AVF 677 803 0.077 575 16.0 0 x 0 VInIFI% st3 Peak AVF 266 172 0.071 488 10.0 0 x 0 VinlFlx sit st7 Peak AVF 214 241 0.077 546 9.0 0 x 0 Viri st6 91[4 Peak AVF 284 360 0.078 459 12.0 0 x 0 V]nIFIx st2 sl6 Peak AVF 393 443 0.077 564 12.0 0 x 0 VinlFlx st2 Return Branrh Detail Table Hlg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) Win) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat] Trunk rb4 0x0 137 120 129.5 0.131 310 9.0 Ox 0 VIFx rtl rb2 0x0 231 263 111.0 0.153 246 14.0 Ox 0 VIFx rt1 rb8 Ox0 266 172 200.5 0.085 762 8.0 Ox 0 VIFx rtl rb3 0x0 45 76 118.0 0.144 54 16.0 Ox 0 VIFx rtl rb6 Oxo 166 223 154.5 0.110 284 12.0 Ox 0 VIFx rh rb5 Oxo 98 122 156.0 0.109 275 9.0 0x 0 VIFx rtl rbl 0x0 457 425 238.0 0.071 427 14.0 Ox 0 VIFx rtl Return Trunk Detail Tor nkHlg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rd Peak AVF 1400 1 1400 1 0.071 1 1310 14.0 0 x 0 VinlFlx 2gII..Y42114326 + wrightseft- Cam.n BuiId.lby Wi0M.M1D821RBu669.. Pm.2 /tri ...n\Toll BmN.n St rtebraok B...2962 Right m, Calc=W. F.d Bcu lane-.NE I Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek" RE: 12863TOA- MiTek USA, Inc. Site Information: 67964 Parke East Blvd. Customer Into: Toll Brothers-Atlantic Beach Project Name: . Model: Stonebrook Mehl` 610-4115 Lot/Block: 110 Subdivision: Atlantic Beach ean Address: 1752 Maritime Oaks Dr., . City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record,If there Is one,for the building. Name: Lou Pontigo License#: 53311 Address: 420 Osceola Ave., . City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014ITP12007 Design program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 Just Floor Load: 55.0 psf This package includes 71 individual,Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. I Seal# Truss Name Date 1 711155450 EJ32 5/17/17 18 711155487 F74 5/17/17 2 711155451 I EJ36 15/17/11 118 1111155468 F15 15117/17 1 3 IT111554521EJ42 5/17/17 20 T11155469 Fib 5/17/17 4 T11155453 EJ52 5/17/17 21 T11155470 F17 5117/17 5 1 T11155454 F01 J 5/17/17 22 T11155471 F18 5/17/17 6 IT11155455 F02 5/17/17 23 T11 55472 F19 15/17/17 7 711155458 F03 5/17/17 24 711155473 F20 5/17/17 18 1 T1 1155457 F04 5/17/17 125 17111554741 F21 5/17/17 1 19 17111554581 F05 15/17/17 26 1711155475 F22 15/17/17 I 10 1 711155459 1 F06 5/17/17 27 T11155476 F23 5117/17 11 IT11155460 F07 5/17/17 28 T11155477 F24 5117/17 12 771155461 1 F08 5/17/17 28 T11155478 FU01 5/17/17 13 T11155,162 F09 5/17/17 130 T11155479 FT01 5/17/17 14 1 711155463 Flo 5/17/17 131 711155480 HJ32 6/17/17 15 711155464 Fit 5/17/17 132 711155481 HJ42 5/17/17 16 T11155465 F12 5117/1733 T11155482 J41 5117/17 17 T11155466 F13 5/17/17 341 T11155483 J42 5117/17 The truss drawing(s)referenced above have been prepared by MiTek � �p♦`�V1.IUS (EF USA,Inc. under my direct supervision based on the parameters �♦` , provided by Building Component Supply. �� F ••. Truss Design Engineer's Name: Lee, Julius N 3 e 9 My license renewal date for the state of Florida is February 28,2019. — �9: IMPORTANTNOTE• The seal on these truss component designs is a certification p'. TE OF •:��/� that the engineer named is licensed In the judsdiction(s)identified and Mat the designs comply with ANSVTPI 1. These designs are based upon parameters '•S• O R 1 O P 6\=Q` shown(e.g.,leads,supports,dimensions,shapes and design codes),which were iii S •• a given to MTek. Any project specific information included is for MiTek' cust mere '''�rONAi `,,♦♦ file reference a only,and was not taken into account in the preparationof these designs. MiTek has not independently verified the applicability of the design Jolus Lee K ae81L6f) parameters or Me designs for any particular building. Before use,the Wilding designer Wd US0.1nc.n ran R31 should verify applicability of design parameters and property incorporate these designs 690"fRnm Fart eha.ianq FL 33610 into the overall building design per ANSI/TPI 1,Chapter 2. Dae' May 17,2017 Lee,Julius i of 2 RE: 12863TOA- Site Information: Customer Info: Toll Brothers-Atlantic Beach Project Name: . Model: Stonebrook -Caribbean Lot/Block: 110 Subdivision: Atlantic Beach Address: 1752 Maritime Oaks Dr., . City: Atlantic Beach State: FL FNo. Seal# Truss Name Date 35 711155484 J43 5/17/17 36 771155485 T01 5/17/17 137 17111554861 T02 15/17/17 1 X38 T11155487 703 15/17/17 39 T71155488 T04 I 5/17/17 40 T71155489 T05 5/17/17 141 771155490 T68 15/17/17 1 142 1771155491 T19 5117/17 143 1711155492 T20 15/17/17 144 17111554931 T21 15/17/17 1 145 7111554941 T32 5/17/17 146 1711155495 T33 15/17/17 14717111564961734 15/17/17 148 7111554971 T35 5/17/17 49 T111554981 T36 5/17/17 I 50 7111554991 T37 15/17/17 51 T11155500 T38 5/17/17 52 �T111555011 T39 5/ 53 IT11155502 T40 15/17/17 154 T11155503 T41 5/17/17 155 T11155504 T42 5/17/17 156 1 T11155505 T43 5/17/17 157 771155506 T44 5/17/17 U8 IT71155507 T45 5/17/17 59 171155508 T48 5/17/17 60 T71156509 T47 I 5/17/17 161 IT11155510 T48 15/17/17 62 1 711156511 T49 5/17/17 63 IT111555T2 750 5/17/17 64 1 T11155513 T51 5/17/17 65 711155514 T52 5/17/17 66 711155515 753 15/17117 17/17 67 711155516 T54 17/17 68 T11155517 V01 17117 89 T11155518 V02 70 T11155519 V03 17/17 171 17711555201 VOB 15/17/17 2 of Job Trues Tmas Type ply 12053TOA EJ32 Jerk-Open ) 1 711155/60 Bu alp Compcol Supply, JatleNN111e,FL- Job Reterence 'anal 0.110 s Apr 13201)MiTek.rqusNea,Ire. VIA May 17 ISK502017 Pegg 1 2 D:p7WNhPWC?N L?bAN FBriafiMTSa R) WF=BNCOMidOO D0 HAWUGpffll 2" IIt spo 12 2 2N II t a a ` 4 3 w II 2-0 260 fLOAING(pat) SPACING 2-P0 CBI. DEFL. In (loc) Wefl Lb PUTES GPoP 20.0 Plate Gdp DOL 1.25 TC 0.11 Vert(LL) -0.00 6 a0B 210 Mi20 244/190 10.0 LLMnbar DOL 1.25 Be 0.08 Vert(R) -0.00 3i a900 1BO 0.0 ' Rep Streae Ina YES WB 0.00 HoaQL) -0.00 2 Ne Na 100 Coce FBC201VTP1200T Marm:MR Weight 7 l FT 20% LUMSER, BRACING- TOP CHORD 2x4 SP N.2 TOP CHORD Stmdund wcod sheNMng directly applied or 2-04 o:purlins. BOTCHORD 2x4 SP N0.2 except and vedlcals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc Dtadtg. MITek recommerda Thal Slabllizers and m,,flmU cross bracing be InstNletl tludng truss eredlon,In accordance Wath Sfebilizer Installatlon puitle. REACTIONS. e) 4=3150-5E,2=52Mechenlcel,3=21Mkwhanlcal Mae H Max Holz =31(LC 12) Max Uplift 2= 12 ).3= Max Gav 4d74(LC 1),2=52(LC1),3= (-C 3) FORCES. Iib)-Max Comp M1ex.Ten.-A11 fortes 2W(Ib)or less except Man shorn. NOTES- 1)Wird:ASCE7-10;Vult130mph(3-Se dgoal)Vaso=101mpb;TCDLS.Ciaf;BCDL=S.gnf;h=250;B�5ft;L=2Cl;eavexfb Cat. 11;Exp Q EncL,GCp".18;MW FRS(dimctloneg and CC Extoror(2)zone;C-C far members and forces 8 MW FRS for emotions shown.Lumber DOL=1.80 plate grip DOtr1.80 2)The less has been designed for a 10.0 paid Whom chord We load rwnconcunent win arty other live loads. 3)-The truss fres been designed for a live load of 20.0pef on the hoapm chord In of areas Mom a rectangle 3-0-0 tall by 2-0-0Ado Will fit blNNeen the bollom chord and amid other members. 4)Refer to gin er(s)for truss to trues cooneollons. 5)PmMde mechanical connection(by others)of trues to Welding plate capaN.of withstanding 100 lb uplift at Joint(.)2,3. Q WARNNO-Va ,aAee praN Rapp Nonfa aN Fee AW NFLUVED rMIEx eEfAYNfE a da W74Mm InApard" FOMUY Uel} Wltl lu wa MYNT NIakW carecfm.lMar3}n ka�tlmiY urxm p-emrefart N[rvm.mtl klam MA W3 v1 WtlnlcwnPcrv�nl.ml I�aMeni Patae ue.me lwYlmnUnprrx rami venry rregUlcmlH ottle9pn psanetusael Wq.elypi xcen*�am pknagpn kdo mnwaal daMYa�tle9(;rt 9aJng lrcMolNklon��oola'.xMlhq orlMNd4L M1a Y,ebadYn cMltlmenYrel NY- me5 remrC,W mtllRlmauwtl MrxJrp Mllek' wise wrnmmaW row�twn�.mn rbknn Wna.r nn+v�Powm xna�. e.aekma e.ar recvxar�n�a rannmmrt near..tlelNaY.caa'.Ibna✓]rra genrtmwsane ml¢eVrremxa4RSVIFn awuh em.no.puaW m4¢v uuab6eanpawtl aewv.Ma . SMr/WamwXen aMade hort�I�Rale IrcXMa'21N N.Ise3UeM-SIW a19.Navaef4¢VP22t14 terry¢FL 2oGm a351D other I Y"a latency, FJ as Ack.0 eI � TI11SV31 Bwu c 1 Job Referehlce o ti0nal ug dmYeaaulgfy,JBCYamY9,1132256 gUn:B 1109 W1312D1] "1 08 W 62011 MTM IMZfl;j M WeX Wy IT Id 33 M W17 Be ID:p]5dNOPWc?NSasL?bAW2FBvefr ItrKHORMkiampMaGGbI1H CNhWoUncDc RIA) <gF "a sp —� 2 sul>.1s1.0 6D 12 6 IAJ 3 m $ YA I A �i t I � aw 11 Plate CINNS04y)- 1410.2-00A121 LOADING(peF) SPACING 2-OG III) In (hoc) good VE PIATEB OPoP TCLL 20.0 Pkte Gdp DOL 1.25 T0.0] 3A >g40 200 ML20 211/t80 TCDL t)B Lunar DOL 1.25 B -0.15 3d >050 inBCLL 0.0 ' Rep Slreas Inv VES W0.0] 2 We NeBCDL .0 CIWe FBC2010RPI200) MWeight 2010 FT 2m LUMBER, BRACING TOP CHORD 2x0 SP No.2 TOP CHORD Sheathed or BO-0¢potline, sxcepl end vamwls. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid roiling drecily applied!or 10.0-0 oc bracing. WEBS 2x4 SP No.3 MIT-racomm61105Ihel9tebill2are an tl required three bradng be installed dint truss eredlon,In acrordenrowlh StaNllzBr InelaIlallon eft REACTIONS. Mon, 4999-OSB (min.0-1d),2=181M1achenlwl,3=)1IMeManical Max Holz C=BB(LC 12) Max Uplrfl L 32(1 12),2_102(LC May Gary C=232(LC 1).2=181(LC i),).3=1111LC 3) FORCES. (lb) Max.CompJMax.Ten-All forces 2W(Ib)or Iess except Wren shovm. NOTES 1)Wind:ASCE)-10;Vdt=I3 ph(3second gust)Vasd=W1mph;TCDL-5.ops1;BCDL-S Opaf;R25f1;8=458;t--24f1;save-f0;Cel 11;by Q End.,GCpi=o.18;MOVERS(dractur aQ and CC Edenr(1)0-1-12 to 3-1-12,Intedor(1)39-12 to 591-4 wrft,CL for members mtl forces&MW FRS for reacdore shown;Lunber DOL=1.00 plate grip D01=1.60 2)This those has been deekane,for a 10.0 psf Iwtlom chord Ilve load nonroncunant Win anyo9ler I're,loads. 3)-This hues fres been designed for a Ilya load of 20.0psf on the bdtom chord In all areas where a rectangle 3E 0 tall by 2-0-0 wide Wit fit belWWen the boftam chortl antl any other members. 4)Refer To girder(s)for three to truss connections. 5)Provide mechanical corms]ion(by othors)of Wes to bearing plate capable of Withstanding 27 to uplift at joint 4 and 102 to uplift at joint 2. LOAD CASE(S) Standard Q N2a MiENaceeade IR]19 m.1OR4015 BEWaEVBE D%IpluWtlla use oNY`MIn MI 1H®emm:Ma.ud-in,lk L"Icun �9z d,,ed, Alen Yiolvn.alW kl mytn Tat,,1. cwlpxisnZ i�galem.P¢1ue inn.OniMdgneLLael mol venN nie gnika111Y oldedM�p9rtn�elas i9✓J pgwnrlicarroraR nMaAa�allo nn Ova II dAalp0uUTIICJ a¢aq YMcaleOk. 11v .I, ofYrAVM.lf m]/a cMatl mm�[prs MY.htla1Wxo'lono au'IPmMenl sacro M) k tdwa@ "OrIl sl"nnin?sE✓3luwawmcdlcpe wMi p.4[txuI...a mel dPH Qu lily . Iagereiad bcV lepaary111e sone, lwl ikxgX... aeclbnW aaY1p ul O.p,re dpa ane 3E,.. 391P11 Ca CMVIo.0sed9aM XCp wkigCwnpnxnl 6ne.Fr Ems 9aMy heampXM ovtllaMe M1an led Pore ko11R11e.216N lee 5teeL S11e312.NemMaVTY1311. Teirye,FLa 1 Jab Trues True Type Otyr Pty 12MTOA EJ42 Jerk-Ops 2 1 ]11155452 n Build Com Job Reference o tool Ig porenf Suppty, Jack¢omilb,FL-32258, 8.110sAV f,i—II Mi Tek HIASITiee,la. Wad MY 17 12:58:W M17 Pege1 200 IO:pT5dNhMciNSe L? AW FBnafLgtfyglSIIMHLMBNxJaw_prZUWyuU ddEppLO,i 00 2 6.W12 2 SiPI- 2,4 1 d 4 2[4 II 3 oca l 2a 0 o3a 1-a0 LOADING (pso SPACING 2-09 C81. LHiond7l.) EM. In (lot) Ended "Al PUTES BAR` TCLL 260 Plate: b DOL I TC 0.03 Vet(TT) OAO 4 x9119 240 MP20 244/180 TCDL 10.0 Lumber DOL I BC O.OTBH(TL) -0.00 3-0 .999 1110 BCLL 0.0 ' Rep Stress Ina YES WE, B 0.00 -0.00 2 We We BCDL 10.0 Code FBC2014/TPIM7 Metrix-MR Weight TIC Fr=20% LUMBER- BMGNG TOP CHORD 914 SP No.2 TOP CHORD Stmduml%nod sheathing directly apbred or 2-0 m pth ins, BOT CHORD 2x4 SP No.2 except and veMcals. WEBS N4 SP No.3 BOT CHORD Rigid celltng directly applied or 1000 m bmi MITek recommends that Stablllzels and regulred cross bradrg be Installed dung 1.erection,In accordance MIM1 Slablllzed REACTIONS. (IMIZO) 4=74A)M,2=52,Mchanlcai3�1Alechanlcal Ideddlatlgn guide. Max HOR 4=31(LC 12) Mex Uplift i--28(LC 12),2=40(LC 12),3_25(!_C 12) Mex G.m74(LC 1),2=52(LC 1),3=38(LC 3) FORCES. (b) Max.Comp,Max Ten.-All to.250(lb)01 1.except wren ah0w9. NOTES- 1)Wind ASCE T-10;Vult=130mM(3-.stood gust)Vasil=101mph;TCDL=S,Opsf;BGDLS.Opaf;h=25X;BSM,L=24r;a 0=4X;Cat. ll;EM C;End.,GCpi=0.11%MFRS(dlredlonaft and C-C EMedor(2)zone;can weir lett exposed:porch lett exposed;C-C for maintains aril forces 6 MFRS for uracil.shoes;Under DOL=1.80 plate Ship D01--to 2)This toss here been dmigrled for a 10.0 bar bottom cWhI Inde load mrconwnsi t with any order INe low.. 3)'The lrus has been designed for a INe load of 260psf on me bottom chord in WE area,where a whannile M-0 tall by 2-0,D vice ME fit be0eeen the bottom GM1ortl add aW other members. 4)Refer to girdeRs)ton turas to Mae connadbns. 5)Provide medlanlcal connection(by oMem)01 tmss to bead ME plate capable of vdlhstanding 1001In WHE at dol nits)4,2,3. QIyareate rax bYpdpvnMxeed4eFIa NOIFe IXI raB4Xa WCLUpEB MIER NFl9MNCE PIOEM)<7)m.leaYp16 B6aPEUX �vW!«ore MY`wfdh Wl3Acenraed IIYSNeLLme WieO MYupcn p�mielers CwvnLmytl«mFMMtl dltlYpc«nlwrnL m IdearyLem �1«eub.IM heda9d«MdmuslveON lMrgY:dAdheLeeW}rp�dmielersm]wcIXnvncuB+crnu Rodeµinfo Mecvaad a4ddMd�. Nmn9 nanmaaaro we.edn lucN8p eldMNpW nawwao«at«cwdmmrosamv.awmrid dmttr««y and pedm«ealaalde MlTeV edwm,awedmn4adhmgww«w,alr„ddwaawmgoade mradr4 MEvmg wwreev deems. r«gen«dedg��a da9raag n.r Iarskalbn L«me.tlMNwYtm Tc NW ImUg 2]BN. aW et, ancw4ltly VAMCdxwb.g.Bd9aM lCSI WpJn9Cemgrsnl eeaL Farb Ern BXtl. .HNy ManiaXm wd2ie h«n Insspab IretlMe.pIBN.Iw SRae1,SJIe 312 NemYap.Vq Z2314. Tedg4 FL]3810 Job T. T.Time Gly, ply 12803TOA EJ52 Jedc-011155163pen 1 1 Jab Reference o tionel BMNirg Component Supply. Jed¢omiIM,FL-32258, 8.110sApr1,2011MIP-IMIWNea,Ire. War Mer 17 125]:00201] Paget ID:p]SdNhMc?NS L?bAW Ba.l4lsOKI.TNT,nUpmV1 SBX1OkgW0donTxm2MISLFb4H }lµ0 1-168 SCU FIT 2 Sra'e:t'=1' 2h 11 1 L 114 3 1-160 1-168 LOADING(psg SPACING- 2-OD M. BEFL. n (loo) Wall W PUTES GRIP TCLL 20.0 Prete Grip DOL 1.25 TC 0.10 Ved(LL) -0.Op 4 >BBg 240 MRO 244H90 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Wm(TL) -0.00 3-0 >M 180 BCLL 0.0 ' Rep Stress nor YES WB 0.00 Hea(TL) -0.00 2 We we BCDL 10.0 Godo FBC20147PI200] MMdx-MR WeighC]Ib FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD StmcNral wnpd sheanNng directly applied or 1-10-B ce purilrW, BOT CHORD 2x4 SP Nat emept and vertical, WEBS 2x4SPNo3 BOTGHORD Rigid calling directly applied or 10-00 ce betting. MITek recomm etas that SlabillEam end requlretl cross betting be Installed out,truss erection,in ecmrdance whet Eteblllxar REACTIONS. (IOarHo 4=8&MechanlW,2�9/Mechenlca1,3=20M1echenicel Installalonoulde. Max Holz =29(LC 1 Max 2=-06ILG 12 112) Max Grar,4= (LG 1).2-e9LC 1).3= 93(LG 3) FORCES. gb)-Mex.Comp.IMex.Ten. NII forces 250(ub)or lees except wfisn shown. NOTES 1)Wind ASCE 7-10;Vulh=130mph(3 second gust)Vasd=101mph;TCDL-S.Opf BCDL=S.Opsn h=25X;B"Vt;L=24X;eevewft;Cat. 11;EV C;End.,GCpib.18;MFRS(electoral)and C-C Exlerlor(2)mna;C-C for members and forces 8 MW FRS for reactions shown;Lumber DOL--1,60 plate grip DOL=1.80 2)Thus truss has been resigned for a 10.0 pat Wi om chord Ilve lcad nonsoncoment wth an,other live leads. 3)-This buss hes been designed for a five lead Of 20.Op f On the bodem chord In all areas w ere a rectangle 34i-0 tell by2-OD wide Wit fit between Ins bantam chord end any other members. 4)Fisher to girders)for truss to buss conneduons. 5)PmNde mechanical connection(by others)of house to bea0ng plate capable of withstanding 100 m uplift at bunion 2,3. Q WIMOIa Vuay pgen parenxxn sp M1a X01E4 pI 11X5 qxp wCLYOEa NrEN gERFpgNLE pldf 16)4Am.lepYpl6 aNOPf UY �wYd lwure aYYM9n MIluMP[mn Jcn.Rh Wyg�klesitleNYawM�P"xwnelea•1Mrvm.oM 6lwmhlu#a]dltlYpeanpxgaL ml � l�syilem.Belwewr.IM IxgrlSp tlegy¢v muS wilN Ila aw.iktlMlly ottldwn wnwnalal[eM ryccenYweM�ma Rb OeN3n hto Meamtll waremsP.aw.tre ha�leda... c., �M onmrvMwf ww,wem��ro�e meroxaody.oeamon Wmwm and pwniniwllb¢nC WOW iml 'mllon�uwwwl+erv.! I �� ii..� ' mriaia`Is:nlxnl`v� xlo o�rycm.m,oefavmafcu w.u�grmm oll.a ww rw 3.n axe. ee.n'INdIWnM walmo nwn eve trrne mm�ne.zle xl�r sn�l.111.111 aernvnmzsl4 1.14 a axto Job Trm6 Truss Type Glyl Ply 11155154 12B69TOA F01 GABLE 1 1 JOp RelNeme Forel BuiltlinpCmmpalenl5uppty, Jacbdrvllle,FL-32256, 8.1fOSApf320f4 ISDK10TNTgies,Im. WetlXIOkq 2:67.002017M :5]:002o1MZFMH ID:p]StlNiIPWc?NSesL?bAWeFSziai4-ISDK1eTNT9PCU4meV1S9X10kgVJJEaETan2M6xFD1H om 0.tA Scar.1 2A N= 96 FP= 1 2 3 < 5 6 ] 0 9 10 11 iR 13 14 15 19 17 38 If 34 33 32 31 re 29 2B 27 26 25 24 23 2221 20 18 10 td4= 304 36 FP= 2A= 3M= 13-12 2-10.12 4292 5812 8-1612 8292 ae-12 10.10.12 122-12 13412 tL104R 16292 1]$� _ 1L.t2 T0- 1-ao 1.10 _ 1210 41-0 1 { 12 tB801 1Pa12 PNte ONae (XY)-- f1T0-1-B Etl I I Etloe1133'O1�.Etl I =L '�- LUMBIER- ACING- 2-00 CSI. MR. in (fool wall t]tl PLATES GRIP te Gdp DOL 100 TC 0.10 Vert(LL) Na - We 909 MT20 244p90 mber DOL 1.00 BC 0.01 VeMTL) No - We 908 p Saws Incr YES WB ON HG%TL) -0.00 19 Na Na e FBC2014/TP1200] MaNx-S Weight:92lb FT=20%F,t1%E MBER- BRACING, TOPCHORD 2x4 SP S10.2(flat) TOPCHORD Structural wo0tl shantung Nady al or 10.00 m pMire, BOT CHORD 2x4 SP No.2(flet) except and veM.S. WEBS 2x4 SP No.3(flat) BOTCHORD Rlgld calling tllrectlyapplleddr6-OOoc bracing. Except: OTHERS 2x4 SP N0.3(NI) 10 O0 of bracing:33-34,18-19. REACTIONS. All bearings 19-9-12. (Ib)- Mart GMV All readlons 250 to or lase at ldnt(s)34,16,33,19,32,31,30,29,26,27,26,25,24,23,21, 20 FORCES. (ID)-Max.Comduvax.Ten. All forces 250(Ib)or less except when shown. NOTES 1)All plates ere 15161 W20 unim otherafto(indicated. 2)Geble requires continuous bona.clod beahnp. 3)Tuners to be fully sheathed from one face or securely braced against lateral movement(ke,dagorel web). 4)Gable Studs spaced at 1-4 0 oc. 5)Recommerd 2x6 stiongbacks,on edge,spaced at 1000 cc and faslenatl to each truss with 3-1 IM(0.131'X3')nails. Stmngbades to be attached to walls at their outer was or restrained by other means. Q W4FM'Na. vrAl a—a NRp/Id.ov RN ANd.1.DMIIExaEFEe ..dE.1'Q —faeYAF6Bf/Onf asa alnnryilem.Belpe�,Ife dN,Axl tlaidmMi murlvallYl....WMy �I FIa,Meewi,�md kralY�c.^lale lnk[IeMTInlo Meoerall ktMgxdllw MLAtymtlloP Nllcdla[fe MhrvLle pelvxW�yxy oralgr:eM dmarefrrtµv,tad p4W,ce reyx,yg ppnl trxlr,q MITek' AbkalMilaa3e.0 Y.cvxMuq MMhgol IS—.u.IMemi vimeNEIn"I seat Clxxb,m&B9mM BC11WMN9fanrpmenl 6904 Pehe N. BM. solve INmnoBm 16 N.tee 6hee1,Sib 31 R. VP 223 14. T., FL.10 Job TIVSa true Type Ozy Ply nffss4ss 12883TOA F02 Floc I 1 Jab RelWetce malarial Builtllnp Comporen[SupplY. JackswrvilN.FL 32258, 8.110.Aw13201]Mndif TutX36Eic. WxO3E, lbM5FdCCrxv) Pae l ID:p)50NM1PW c9N8wLtMx2Fevei4m2ngF_TOD_X38EIm3kz09Ewjrv1 bMSFECOmvW zFECO Oid H 1 0 1-11 00��33pp Scillsv..Ua m= era= 1.6. A FP= YB= 9Ma= 1 2 3 4 5 6 0 9 10 21 20 16 19 17 19 15 14 19 12 Illi <i8= 3MBMiMSFP= 1.56111 1.SKJ 1 48= pa9= 9aa= 15x3 SP= 4r8- 2038 034 Plate OfNets(X,Yl- [l,Edga0-1-8 4:0-18E a 50.1bE 10:018E a LOM TCLL O 40.0 SPACING 230 CSI. DER- In (roc) Isiah613 Utl PLATES GRIP TCLL 40.0 Plata OrD DOL 1.09 TC OAB Ve t(LL) -0.39 15-16 >613 360 MT20 247/190 TCLL 100 Lumber DOL 1.00 IN 0.95 Verx(TL -0.611511 >we We MT20HS 187/143 BCLL 0.0 RepStress lncr YES WB 0.69 HorzITL) 0.09 11 Na Na BCDL 5.0 GOde FBG2014RPI200] Matrix-S WaIpM1t 10510 FT=20%F,11%.E LUMBER- TOP CHORD UMBER-TOPCHORD 2W SP Na2(Ilal)'Except' TOPCHORD Slmclural wood sheathing directly applled or 43120o purlins, 1.6:0M SP No,1 QIat) except and verllows. BOT CHORD 2x4 SP Na2(Ilap'Except' BOTCHORD RigId telling directly applied or 10-0-0 do bolding. Except: 11 19:2x4 SP SSOIat) 2 2 0 0.Grading:18-20. WEBS 2x4 SP No.3plap'E.,t' 10-11:2x4 SP No.2Qlat) REACTIONS. QOslixe) 22=1093/0-5-8,11=10881038 FORCES. (Ib)-Max.CompJMax.Ten. All forces 250(Ib)or lass except Mien shown. TOP GHORO 1-22=-108]/0,10.11=-IOM,1-2-1123rD,2-3=281]7/,34=-3910.0,4-5=4441/. S7=-0 ,]-0=-39350,&9=23517/,410=-11]1/0 BOT CHORD 20.21=02121,1&20-UM75,1)-16=- 4441,1&1]=0/4441,15-18 /4441,14-15dL4344, 1&14=-0/3511,12-13 /2181 WEBS 10-12=011440,9.12=4376A),9-13=W980,8-13=419/0,844=W5fl9,7-14=589/0, )45=-4flr354,5-15-41YJ28,548=-30&118,1-21 1450,2-21=-1389/0,2-20=0Yft9, 320=-815/0,3-18=4/084,418=-90510,4-1]-85/340 NOTES 1)Unbalanced floor Ilve roa0s have been considered for"a design. 2)All plates are W20 plates unless otherwise Indicated. 3)All plates are 3x4 W20 unless otherxise Indicated. 4)The Fabrication Tolerance at)d7/19=11% 5)R.Oommend 2x6 slrongthesm,on edge,sp..d at 10.0-0 ob and fastened to..on[meas Wth 340U(0.131'X 3')nail.. Strongbadits l0 be alladiletl to walls at their oulsr ends or hadminetl by other means. Q WIIMIa-WXyAa}r/v�ISIb��l4adpNWlFH a7/has A..NC o..MIIExaEFEP .PAGE.lox nr.IDOY.tlIs BF/UPEU.E ExhilanxYalFor y wMl 14,~Is lvea]aYY urwn p.r'melan Ywwn.mt b tar on YyAWIa!Maio.—n,I,rut �• aM M1L9rI. I'd W.1BdlUYtlBbBrhod par. q;acm.NUrdaWr Wrosomeer—c IlY ncaWraaa NtlhroaMORrhoval rwro4.+pr.a«nonr+lwebwa+w+e. �ulaaernanllrermvwaaverr�errlmleay.baaln�Ileaavmewrrrxmnanro MITBK' haat.raaWadwrnaalyaaawawtaroNw MmwNYxapNraralYPxvamnrapedruarNOY.walawa4evra.aampua mx�mn panaa.tlanarv.aalwrmel.*«4awm®.mell�mlars�aArw/Inr ertl�xu«re.Pna9aescaWurP�awr.11 a P,F1`Issm . sess', lkmryurwaYie Yen I."Alll all 214 N.w She.L SUM 312.Nexa4N VA Mr.. 7.'.. Job Trus Tllas Type Ory1 PIY 65A6 121363TOA F03 Floor 1 1 JOD 17 M17 o0. dues BuiNillP CompaneNSupply. J%keprvllle,FL-32256, 8.110sApr 19201]MReKInmisbles RUMW71]12:7:@2017PaPBt ID:p]SdNbP\Nc?NSesL?bAwTFBEiel4-EEK55KUe_HNkOwOv ycRUdcST11RIPn5XYmR4xyyLZFMF 0-t e H 11p)�8i 30 Pti 1171 o =I xs 4x0.= m= 1W1= L6= 'W FP= 1 2 3 4 5 a ] 0 0 10 11 qq 719 23 P2 21 20 19 10 17 16 15 14 13 L6= 418= 1.SL111 161311 312 MISSHS FP= 418= 41 318= 21-to-t 2w1a1 Plate OReNs LE a 0.18 68.01 Etl a T.0-18 Ed 11:0.18 E 190.2-12 Edol.M.0-2-12.Edge! LOADING(par) SPACING 2-p0 CSI. DEFL. In (IM) Pdetl Lot PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TO M. Y.(LL) -0.45 18 s571 360 X(120 244190 TCDL 10.0 Lumber DOL 1.00 BC 0]6 VBH(TL) -0.71 18 o 240 M16SHS 244190 BOLL 0.0 Rep Stress ear YES WB 0.75 Hoa(TL) 0.11 12 Na nor BCDL 5.0 Code FBC2014,TP207 AIR Weight 11416 FT=20%F.11%E LUMBER- BRACING TOP CHORD 9W SP No.2(BBt)'Except' TOP CHORD Structural wood sheathing directly applied one 7-3 W WHIM, 4-11:2x4 SP Marital) except erltl veHlce s. BOT CHORD 2x4 SP SS(Ilet)'Exced' BOT CHORD Rigid ceiling directly applied or 10-000.bracing. 12-15:20 SP No.t(flet) WEBS 2x4 SP N0.3(Palt'Except' 11-12:2x4 SP Ne2glat) REACTIONS. (Hi 24=11]SA)",12=11]1/0-38 FORCES. (Ib)-Max.Comp.Mtex.Ten.-NI forces 250(Ib)prime except Mien dawn. TOP CHORD 1-24=11M 0,11-12=-116410.1-2=-1 21810,23=-30SSi 3-5_-435810,58=-5087X, 6 7=5243-0,7-8=-5077X,B-9=-4367/0,9-1R-312)X,10.11=12]&0 BOT CHORD 22-23iiOI 21-22=(V30W,20-21=01483),19-205243,18-19 243,17-18=X524$ 16-17=748]3,14-183878,13-14--02349 WEBS 11-13_411585,10-13=-147X,1014=01083,9-14=1044X,9-16=0 .616=878X, e-17=i 7-17=56271]9.1-23=01575,2-23-15 0,2-n2 1094.322=-10i 3-2t=INa6,5-21=86]X,520-0 ,6-20-669/186,6-19-24S`367 NOTES t)Uroalenud flotfW20 shaverles been considered for tM1ls design. 2)All pates are M@0 20 chase unless otherwise iicated. . 3)Allpato ere 3x4 MI20ac",on edge, indicated. 4)Reongbac s 2x6 saeached to on edge,spautlr a ds or ac and fastened to each Wes MN 3-10tl(0.131'%3')rlNb. SlmngbacKs to ce attached to wells at their order ends or res6einetl by other means, QWP NNMa rayCWpnpvmYlsm4NFADIN)IES. L.M11ENNE£EM E" OOi arard" wY w1tt1M1 1 RhtleJy la[ M u 1 Se m0 Il,.,Ir f mrysl 14 tt dltllrq Wtl[w rylre gxMl dAlly td91 urclq Iy Yw 1u i fmpn hloll¢wer IL {} trlY Yrq deg H - 1 ,al r - - .l hl. �mt1 tk tl AMtl Iwo .-1 adMan—lb¢M NEW l9 )f iHei ...... lyrty vJr %nV m _ f pr fpNNmeraga9Mw k(ylcaryrn p fel ery,elxM1naM pMVI OI Imwimdtn siyNema W.N51/IPIIQWryC ,Da049a140051 WIMInOCpmponnl Wd Pnb 11.aNtl. OdMy IrOwmdin aVdtlYe xm1 a,e3%oPo hitlMa 219 N.I—c."Yi1e912 New✓Pk�VP9991 J- Tani 11 3610 Job Truss Tlusa TYwa ON, Ply T1115545) f2883TOA F04 Flow 2 I JOE o 4are Brow"Compactness Slgpyeckwrnille,FL-322568.1A132017hin'aIRtlusee nM% 2:5]03201] Pagt ID:p75tlNEPWc?NSsL9ERwFBziei4ifluTIgVOlbnnMRBWliggyw1UnFbE 0-1E p�9 0.,AA HI 14� rti� tae rl SmN=1e9A .e= sb II Sb= 1SIP= 46= U6= er6 FP= 4ffi= 3b= 1 R 3 4 5 6 ] it B 10 11 12 25 24 29 22 21 20 1e la 17 16 Is 14 1. 4X6= sb= 4b= .1210188113 FP = 4b= 1St 4R= sb= 3b= 1SGf BP= 23J8 338 Place 011aeta(YY)-- 12T( ,043],]3:61-12,Etlga),[/:0.13,EOgej,110:0.1-12,Etlae1.112:0-1E,Etlge1.118Oi-12,Etlge1.119:0-1-B,EtlgeL 122:0.t-12,C-tlge1.125:Etlgs,0.1A], 12T'd3-0.41-01 wmw(re) SPACING 2-04 M. DEFL. n floc) atla8 W P ITES GRIP TCLL 40.0 Plate Grp DOL 1.00 TO 0.83 Venial -0.5516-18 >W1 3B0 MT20 241190 TCDL 10.0 Lumber DOL 1.W BC O.N VemTL) -0.8818-19 >320 240 M16SHS 241190 BCLL 0.0 Rep Skesa lncr YES WB 0.81 Horz(TL) 0.14 13 Ne Ne BCDL SO Cone FBC2014?PI2W] Main WWelght:12110 FT=20%F,1 M LUMBER- BRACING TOPCHORD 2x4 SP No2(Ilat)'Except' TOPCHORD Strodural amotl sheathing tllrectly applied or 43S co punlns, 1-9:2s4 SP SS(flat) except and verticals. BOTCHORD 2x4 SP No.I glet)'Except' BOT CHORD Rigid ceiling nirec8yapplien or 10,M cc bracing. Except: 13-21 2x4 SP SSBIW) 22 0 cc bmclllg:20-22. WEBS 2x4 SP No.3(flat)Timed' 1213:2x4 SP No.2grat) REACTIONS. (Ilai 2 5=1 2 5815 8,1 3-1 2 511-3 8 FORCES. (Ib)-Max Comp/MeIL Ten.-At tomes 250 flet or less except when shorn. TOPCHORD 1.2�-125M,12-13=9243.1-2=-131Ob,23=-33441,3-4—4]82].45=-W8 , 59=598]1, .4-20-22=Q,890=-4811/0,10.11=339]/0,114'G-138]/0 BOT CHORD 23-24524]8,22-23=04188,20.22=45353,1&20=45931,1&19=0/598),1)-18598], 18-P=d53T, 1S1�N4222,1415=02525 WEBS 817=(V585,7 i i-1L--16111,11-15=0/1198.224-115=M.22/ 120=0819,9-18=-]. 8-1]5/565,Z1)=-024/88,1-24 474,5- 2-24=-18211,2-235/1203,3-23=41]11, 322=0'030,4-22=]94/0,420.-0/474,520=-5311,S19=-39901 1,619.389202 NOTES- 1)Unbalanced floor live loans have been considered for INs design, 2)At plates are W20 plates unless othelvnse Intllcate0. 3)All plates are 3x4 W20 unless otherMse Indicate0 4)The Fabrication Tolemnce at joint 21=11% 5)Recommend 2x8 91rongbacks,on atlas,spaces at 1010 oc and fastened to each most with 3-1 W(0.131"X 3')nails, Stmngbacks to ba attached to walls at tfalr cuter ends or re9hNnetl by other meals. PMNO-Yarlry MppnparenelavuMNFRONOIE80N IlM 4NO MGLVOEOMIEX NEFEMNCE/IBE MF)?l m.faR 69ElONE VeE x,"AA 1o,um wYy NT MIMticwmedoo lnktl„Syn k WxtluNy,q-w,p�aneten9mvnu a'tl Elvm(KKAd�d dMfp mR�enl.mi hrohlem.lblwn ufc.IM IJIVgl tloglnn inuxlvmlN llm gXNMilryolW9{ cr-o aexuvJ q,CalY�otWolelN[Ce Into Xwovatll �}� dNalp tle5en. X«hOIMImteOly la leawnl[xpXYgoll�x.4VkaAl6urswe0 mLn nhiO memRv[aYv.OtMSaxl lempuwabR nd�niGmfp M11ok' 6tlwoNWiW lw fk#Iltl4 art11o,n. Lane Wlb nn�efnstmlxJrym]gq loves'glx. fa gelxxd pMucelffirep M IatXk:ahn AaM,re.,1NNely mec4nmlMtxlem olMasnmlfi®aytmnaxMXX/1%I4LIdheIFMa.ONd9aq 8Cw&tliq CmpOMtl rAW PaM EM eMtl. SwiMkiclmWR aWaear I,wn X,6 pale hMIWe,Rle N.lee Skeet,5ulle 312 Newavall VR'M314. iXnq,LL 33510 Joe Tests T.Type Dry Ply _ n IIS :A 12043700, FOS Flow 1 I Job Referecce ddW1r al BWMirp Gollpwgni Supply, Je Aewrville,FL-92256, 8.110s rsL'bA01)Mia14 RuTtgVG.Irc. WedeRsOW IFW63201] PNet ID:p]SdNOPWc?NSesL?bAw2FBneM�ifluTIgVGIbnnLXV8A0?56103DIIFgy6vNGl UnxFD1E 01a L89 UN• 9)5 ffi= 4ffi= I SLf= 4ffi= 36 FP= 4ffi= 36= 5]r 1 z 3 4 s 9 ] if B Is 11 B 2]I4 '�T1I1 25 24 23 z2 z+ 20 19 13 17 16 1514 +a +2 4ffi= Iffi= 4ffi= wlfmftasl-sw= 1.S611 "or, 1 4ffi= 4ffi= 36= 312 MII SHS FP = 18U 6D0 6S0 I BM 1338 1SB8 1855 2090 221 1S0 2E0 2$9 299 d3B 250 269 280 1-]5 Pate OBsea V 1.E e018 5.016E a 6.618 Etl 11.0.16E 19.0.2 Etle 24.0.2 BE 2YE e&18 LOADING(WO SPACING 2-0-0 M. DEFL In (lac) Well W PLATES GRIP TOLL 40.0 Wale Ohp DOL 100 TO 0.79 VeN(LL) -0.4918-19 r 360 w20 244190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TIL) 4)A 18-19 >343 240 M188HS 244190 BOLL 0.0 Rep Stress lncr YES WB C. Horl 0.12 12 We We BCDL 5,0 Code FBC20LVT2007 Malnx-S Weight:11616 F7=20%F,11%E LUMBER- BRACING TOPCHORD 2x4 SP No.t(6at)'Eul TOPCHORD Slmeural Woptl sheathing amotyapplled or4-5-0ad purlins, &11:2x4 SP No 2glag except end verticals. BOTCHORD 2x4 SP No.1(Oat)'Excepl' BOTCHORD Rigid ceiling directly applal or 1000 oc bracing. 15-22:20 SP BELOW) WEBS 2x4 SP No.3glel)'Except' 11-12:20SP No.2(Ilat) REACTIONS. Otheixe) 25=121=6-0,12=1203.,-38 FORCES. (Ib) Max.Comp./Mex.Ten.-All forces 250 Ob)or less except anon shown. TOP CHORD 1-25=-1204/0,11-12-1196,,1-2=125&0,2-3=-31914 34=453M,4-5-5301M, 5-6=5542M,8&7=-5313,,7 9=-4557,,9-10=-3231/0,10-11=-13190 BOTCHORD 2324-023]2,21-23=93BB3,E021A6053,1920=W5542,18.19- 1542,1)-181 5542. 16 T/=01+9)3,14-16 /4016,1314-02419 WEBS 11-13--0/1613,1-2411623,10-13=4543„ 2-24=-1552/,10-14-_91128,2-21-0/1136, 414=-1092/0,9-23=1101,,8-18 /]5$321083,)-16=)1fl,,4-21=T26,, ]-1]=9504,4-20=4'511,&1]=844151,520=85Y140 NOTES 1)Unbalanced!floor Ilve loads have been considered for this design. 2)NI plates are W20 pans wless omanwhia Indicated. 3)Al plates are 3A 920 unless otarMse Indicated. 4)Recommend 2x6 stmngescks,on edge,spaced a 10-0.0 oc and fastened to each Huss will 3-10d(0.131”X 3')Lale Strongbacks to be attachetl to walls at their outer ends or rastminad by other means. Q WIM/NO.Ve Xylulpnpvuniw.s�4eE4PXOIFH ILtln;W�Iaus aYY`w1X�Mllek®axewckxn.atMetl Y M'E 6 � 1Na MWLWEa woknBe6iw6s maIWla1m4lBn✓.I4RM0/6aFFOIIa VSE MM]aY WWMp cw�p cisni m+ now.mrem eelwe ux.IMrtuxrl�0des�e�mual valrylM g4AkIXAln oluw�{zvwrelmsad wewdvn�wPwwe nr.wyx�mm��wa�a1 dtlbp CedUn ®awn«alMkle pavan+ticYWgoIxMM1AeS In®wab WLWclu`1maHa,«BY AMIWx4lanPwwY WJ I%kmww•'n+h«M MROV kwakrewae lw nmxmwdlowa+renl wx4��ml,n�arx+.rw+sMrvwnwwaMeweare wew,wul9�Wlw�aa�wwane ria Wycon—Apoad'der,y.mecnmada«hy alnuasbonalwemlmm>mµu/IPIIQMIS CMkIb,esSJ>ud SCRMMgCmipw�wi P.A.lo.eMa. 4a1My1e1amoMn rn'tldxe aomr�HOW mmxna.zn5rv.nasi areal.siJla 3lzxla.«dm vazzau. i..P..n ax+o I Joe True Huse Type ' per T1115UN 12B63TOA FO6 Floor 5 1 Jab Relerence(optional) aget Bad,Compoiss SuWq, Jealeen-le,FL-92258, 8"i-L1?pr13201]MiAdSn?,WhWeah3Uded Mayl]12�]:04201] PFMD ID:p]5dNM1PWc?NSeeL]bA1J2FBvai4-AOSO?WUWvvex113LkaWN9Y8183KRo3u00a0DZF64D aid H 1�0 a`0� swa=1a34 M= 1.SG1= ae= 36 GP= 4,8= axe= 1 2 3 4 5 8 ] 0 9 10 jIrp 23 I9 21 A 19 18 17 i8 15 14 13 12 11 dB= ass 15KJ 11 1w 11 112M1996FP= dz3= 41 2080 zoap Plat Otlsel (XY)- 11 Ed9 0.181 I '0 8EU WI.IS -8Etl I LOADING(psi) SPACXIG 2O0 CM. DEFL. In (91c) start Lb PLATES GRIP TCLL 40.0 Plate Grip DOL 100 TC 0.Be Van 8.981&17 > 113 380 MRO 2"180 TWL 100 Lumber DOL 100 BC 0.08 Vart(Ty -).fi01&P x393 240 M180HS 2"180 BCLL 0.0 Rep Shoes lncr YES WB 0.70 W, TL) a. 11 Na nis BCDL 50 Code FBC2014]rP12007 MNtlxS WeIgM:103@ FT=205F,11%E LUMBER- BRACING TOPCHORD 2x4SPNa2grd) TOPCHORD Stuchnal eaod sheathing dlreM applied, except and varflulM. BOT CHORD 814 SP SSMvd)-Exoopt- BOTCHORD Rigid contig firwhy WpIIW or 100.0 oe bueirrg. 11-15:2x4 SP Nc.1(flat) WEBS 2x4 SP No 3(flat) REACTIONS. Qb51ze) 22=10001558,11=101hIMedlenlcal FORCES. (IE)-Max.Comp.IMax.Ten. All tortes 250(Ib)Orta.Mxcept MaM aho—n TOPCHORD 122=-107-0,10.11-10] ,12—llC ,23=-277M,3L--3041/0,4-5-4347/, 58=4351-,G7-305010,78=-2777I,8-10=-110810 BOT CHORD 20-21 1`2084.1920=013425,18-19 14367.17 18=0/4347.16-17 (4347,14-18=0/4252, 1314=-3431,112—=32095 WEBS 10425/ohil, 512—0W21,&137-949,23.1-BOB/,7-1.2-21—,371,,2 M.0 &1E-5-341-5-18�02fd21,517=312/123,1-21-1431,2-21-13]1/0,2-23 952, 320=-BD-O,3-19=(V633,4-18=8881),4-18-93343 NOTES 1)Unbalanced floor live loads flava been ooraldered lor9tls design. 2)All plates are W20 plates unless othervdse indlcatec. 3)All plates are 3x4 MRO unless oMervAseIindAded. 4)Rater to girder(s)for Wes to mass whruarlons. 5)Recommend 2M stmngbacks,on edge,spaced at 10-0 0 oa and fastened 10 each tines AM 3-10d(0131 X 3')nolle. Slrongbacl s to the a9ached to walls at their outer ends or nothened by other means. 6)CAUTION,Do not erect fines backwards. Q WIxxWa-9wlly video Pemexe mdeseD XOree ovhes ANO saaWaOYIE/IaEFEaLXCFIME.IM1]I]am.fesses"U EFaaEY9e. IMWI Wtl tales wYY'.Nlh Mll�cwv¢c2n 9OtlYAP1 kM.retlwsYUW�WaeelertxWvn�.utl klam fxAJnAM Lledfq cwnWms,rot plRry9wn.P¢Iwe U'8X1eGMgGmM1161mu1 vally R¢g11YcdMllYddaeYJn WwDelelim]gogslYfiuwlgndx R3Ngln bio tt¢oveltll GF_ ousters cede ap cxsys is to avers lxA.w .lc-0mL a.auaww cMtlmwn�e MY.PtldIMKl lemnwvY and WmalxmlMSF9 MIEoI(� •Wgxre[ylYedeWM/atlbgewrdcdlq®x1MWWile WcwM[O+Yuwl'gc{esYDweWe.ra PeDeltl D�MNxvelepxrtryllw' 60w Pa1Fe EW BMtl alxtra9xtal�.UHrW.aacMwq bR1p 1•^P°911n, Misim walX51/I911 GIMM1 OIIerR.D39d9 wMeGN bvWl9Conpunanl ,Gl d%10 llFty9lumm�a.smexwn ins FMlnfxelul..zla x.lee saeel.sesaMe alz ue.wlella vnnale. -.. Jab Tress Tues TYPe r OtY PB/ 711155180 12B63TOA FO] Floa 4 1 Job Rel a Baking Canpase Supply, Jaebomllb,F1-32258. e.neaw F, iat4 m„04LWWHa= o .. . .. ID:p)5tlNM1PWc?NSesL?bAw2FBziel4.ep004LW WHGt VSre%102KE450OWO11uCGM7YgzFb4G We H^a of I� -laaa .6= E_ dsr= dm= sxs Fa= 4x6= 1.643= t 2 3 4 s 6 ] 0 0 m �� z4 21 20 19 10 1] t6 15 10 13 12 4x6= pge 1.SK611 i.w II N1261185 FP- 46= 46= 203 4 036 Pleb OB DCYh I Etlp O i-01 I ' 6Etl 1 I5:0-1-BE 10!0-1-81Etlp 1 LGAOING(pen) SPACING- 2-00 CSI. REFI- In (lac) Well L/d PLATES ORIF TGLL 40.0 Plate GOp DOL 1.00 TG 0.85 Ved(LL) -0.4018-1) x808 360 M)20 24G190 TCDL 1).0 Lumber DOL 1.00 BC 0.92 Veri -0,621&1] o3B9 240 M185H5 244/180 BCLL 0.0 Rep Sbess Ina YES WB 0.89 Hmz(R) 0.09 11 we Na BCDL 5.0 Cade FBC2014RPp00] Matti%-$ Weight:INIn FT=20%F.1180E LUMBER- BRACING- TOPCHORD 2x4SPNOA(Ba)-Emep' TOPCHORD SWcara wa00 sheahing tliredlyapplied ort-2-0 oc Wdine, &10:2x4 SP No.2(Ilatl except and Vallcak. BOTCHORD 2x4 SP SS(fiat)'Except' BOTCHORD Rigid ceiling directly applled or t0-0-0m bracing, Except: 1145 2x4 SP No.t(iIOU 2 2 0 oc bracing:1]-18. WEBS 2x4 SP N0.3(IIa) REACTIONS. (INew) 22=1095168911=109iii FORCES. (Ib)-Max.Comp.Mlax.Ten.-AII antes 250(Ib)or less except omen shown. TOP CHORD 1-22=10080,1611=-108&9 1-2=-1128X,2-3=2825X,34=-3923/0,4-5=-4461X, 5-6=-0459X,&7=-39290,)-9=-2824X,9-1g-11260 BOTCHORD 20-21=01212],19-20i03184,1819=0/4461,1 7-18 /9461,16-1]4/4461.1446=0/434], 13-14=fP3494,12-13=02125 WEBS 10-121adi t)T2=-138810,9-13110XM,R13=93210,]-14=00605,6-14=582X, 6-16=31V356,546=429X23,5-17=-309/118,1-21�14St.2-21=-139M,2-21 320=.917X,319=(10670,4-19=920X,448=86ai NOTE& 1)Unbalanced floor live loads have been considered!for this design. 2)At plates and W20 plates unless Omenew indicated, 3)At plebs are 3x4 W20 unless Otherness indicated. 4)Recommend 2x6 stmngbec%s,m edge,spared at 160-0 oc and fastened t0 each Inui IM(0.131'XT)nails. Strorgbacl s to the attached to walls at their oiaer ends or restraard by older means. QW4aXNa-Vn%LeYp�p/m+nnRaMPEAa NOIEe gIT6 ANe XILLIIOEe W2RNVB14NCE edeEM)dflm.lOO1AI5I(IOIIEV9E ceInWskan14e9pn.�meadcfYmYwlMtkC6NMIeetlMSkCbWPrea�c'ebre2tr1K1t�ld�geWo1lMhCNmMrNdwl�YYmweTo�mW]a/a^ecleMrsa9unmnenm.Mm:f hrMlwY.me�Ygeh�kMx�alledmlRdriWg[mwn�PFa✓am�lal.wmnl Mi� 8�¢ii rau � a ' hawayn�e4 osei.dsMtAmadlo Pevvx4edassx116 V.�x4e rnxx�eV=YUMw IY Wnglc. lwµv,nolroxa�ce�eg�eQgfn se-"i(Mk:olbl ataa3edfN.aY.erecMnagdwipolnmsbaid m�¢syilenp aedNW@II GuyMcanb,os8-asap BCsiWWny CwrywW Tenpe.Ft s9510 9yNy IMpmdon awlBle Yen ma Bacx�Hre.218 N.I�Seee1.916 J12 Nem[Ma V42914. Job Truss Truss Type GNr PIY T111551151 12863TOA FOB GABLE 1 1 Job Referencec ft.B gadding Component BOPIN. Jeckeonnlla.FL-32255, fin MlTeklnduatriss.l.. Wed May 17 12:6]:05201] Pages ep 10:p?50NhPWc?N595L?bAw2F&ief4epOD4LWWHC1VbreXIa2KE46eZWCE12TCT21T'g2Fb4C DM am Scale 1:233 3M= 1 R 3 4 5 6 ] a B 10 11 12, 24 23 R2 21 26 18 1e 17 16 15 11 13 G= AW= 3M= 3M- Pz12 ea9R 101 1�az-1z 1$12 1 210121J-0 ~ 140 ~ 1d F 14.0 1.4.0 1d.o t-1-0 { 140 a� 1.12 Plate Offs C(YI 112 1-BEd I I 41-8 Etl0e1123'O1-BEd 1 LOADING(palf SPACING 2-0-0 CSI. DEFL. In g.) path IPor�TES GRIP TOLL 40.0 Plate Chip DOL 1.00 TO 0.10 Ved(LL) We - We 999T20 2"190 TODL 10.0 Lumber DOL 1.00 BC 0.01 VahQL) Na - Ne 999BCLL 0.0 Rap strew In. YES WB 0.04 Hoa(TL) -0.W 14 we nra BCDL 50 Code FBC2014?PI200T Wdlix-S elghb SO no FT=20%F.11%E LUMBEW BRACING- TOPCHORD 2x4 SP No.2(gat) TOPCHORD Strocwrel woad sheathing dimay,applied or 111-0-0.purlins, BOT CHORD 2x4 SP 140.2(fiat) except and sell WEBS 2x4 SP NoSdIat) BOTCHORD RlgldclllingdirWllyappli0or6-0-00cbmcing, Except: OTHERS 2x4 SP No.3Qlai) 100-0 oc bracing:2324,1314. REACTIONS. All bearings 14-1-12. (Ib)- Max G. All reactions 2501b or Iws at,.i t(s)24,13,23,14,22,21,20,19,18,1],16,15 FORCES. (lb)-Max.Comp/Max Ten.-All 1cmes250(lb)orlesv except when shown. NOTES- 1)All plates are 1 Sx3 MT20 unless olhelwise indicated. 2)Gape requires continuous badom chord bearing. 3)Tmss to be fully sheathed from one face or securely sacetl against lateral movement(Le.diagonal web). 4)Gape studs spaced at too 00. 5)Recommend 2x6 sfmngbacks,on edge,spaced at 10-0-0 .and ladened to each buss with 3-10d(0.131 X 3')nalls. Strongbads to be attached to walls at their outer ands or reshaped by other means. A MAM1OIGwN aE1U NOIf6 p111w INONELWEOYIFIreFKNNLE IAEE1a)RJ�w'.IOW9llE690a!U6E L aU�uW kl ks v�m1Y Mai Mlek@ ccnackc 1FY dmU�h toed cNY YPoa p�areRs N,wm.m]h tot m IMAkPd pyre Cdnpu�aaL rof IaarwN�n.BeMeure.Ire dNNG WIbx�ernxelvalN IMRVYMma(Iepli pa�anefemad PM 1v2,cufH+oMllt �bw 11'c was k, IT+mp��.9«bakvta. ImabPerrtl1vtl12V akxMexxMxeGmcUu ffuamembnrsnW.M�IIMW mmR+aYm]FemmeM aaclre kdwaP�BpaW bUQI1lYmdbPereNN[VMMe�C�.te PM4vl McYww PmwfYma�. faga�wltlpelaice�a9�dlptlw T. F,s.1.W. kbkOML C>t�9.WMM/.e�ecMUGI>y9dlnreBrPNh�nh>1w�w Y0Wf1/IRI Ouyh QXwla.bLJ9 ogeCNYMe6�Vo�1 TanPa.FL J3a0 ayNxNbmynl wd?b YPI�Fi WAikMb19.Rle N.lee5Tw1.9lW 312 MsaxvlM.VAR2311. Job Truss T.rima ' Otyl PIY TIH55462 12883T0A F09 Floor 5 1 JO i I P Sollsong Component-oPPy Jecksomilk,FL 32258, a.. ?M •---............_�..-_ ?Djr .___. . - IO:p7bJNbPWc'lN9aeL?Mw2FBziab�)Oaclx%B2W 9MC?OIrHIImIE9Pwmw1 NdAMiVI58zF0413 OSO q1,8 1-3-0 H 1aa 9dld-1:261 am= 4x6 II am= Isze II 1'as 8 4 5 8 T a 1 10 ',r{AIII 4 19 10 13 10 13 12 11 to tSY.f II 4r8= 1.99 I Ua Spa S6B 6tO0 >b-1R 10112 1349 1✓ 0 RPo 29p 1d-0 6Bd 331R 260 180 Plat Ogsel ( Yl- I 30Etlpe1I D16Ed 118:61-8 Ed 1112'6 -BEdde1I 'tri-%Etl el LOADING(pat) SPACWG- 200 M. OEFL. In (loc) Well Ud PLATES GRIP Xt TOLL 40D Plate GOP DOL 1.00 TC 0.41 Viol(LL) -0.12 13 x999 360 MT20 244/190 TCDL 10.0 Wmber DOL 1.00 BC 0.81 Vsd(TL) -0.16 19 s961 210 BCLL 0.0 Rep Stores;Ncr YES WE 0.53 Hoa(TL) D. 9 Ne Na BCDL 50 Code FBC2014YTPI2007 Mani Weigh 60It, FT=20%F,11%E LUMBER- BBACUIG- TOPCHORD 2x4SPNo.2gIad) TOPCHORD Slruotudl Bvod sheathing ElmlyAlsed or 6OO oc purlins, BOT CHORD 2x4 SP No.2(flat) except ermi verticals. WEBS 20 SP No.3(flal) BOTCHORD Rigid cal'mg ciHmIly applied or 10-00oc boring. REACTIONS. (Ibbize) 9=M8 5-8,1=792830 FORCES. OR-Mm Comp.IMax.Ten.-All tortes 250 go)or less sxcepl waren shown. TOP CHORD 8-9=181/0,1-2--854N,2-3=140510,3L--2144/0,4-5-23460,58=-23167,6 7=-1830/0,7-8—TPN BOTCHORD 15-16 /852,14-15 /1915,1314=/2346,12 13=02316,11-12 2181,10-01=011457 WEBS 2-1,—Aao,1-16=0/1110,8-10-0/1002,2-1x-0052,1-10=A ,395=-709/0,7-11=0'519,3-14- / 74, &11=-486/0,4-14=-420/0,6-12-48/436 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 W20 unless otherwise intimated. 3)Recommend 2r9 slmngbacks,on edge,spaced at 1660 oc and fastened to each lmss Win 3-1D l(0.131 %3)rwib. Storngbads to b,anached to walls at their order ends or restrained by other meare. 4)Gap between inside of top chord bearing and first dlagmul or vertical web shall not exceed 0.50(in. 5)CAUTION,Do not erect buss backwards. Q wMNNa �6xlpn�aMB TES qIT NLLUOEO Bf]FAI fMI]4 aOYM aE IM5(/,wNdl NY WIT MI .1 -. W9] ae�. Win A MI a I uz M� Bar sirs Nr . n MF11011 .✓9( r I .I eNdYIw 41 a M' 1: 11 Ir 1Nk] .I M/ 11— x ar="""no sf cMr W mn nst - �v x rwrenv-knn Nn f a m19ddFl.-. arcw epW I.Ees.W. wdilxtr 'Ygni�Rakiro .110N1ea51 eel,SYH�.IIR,ry�N3 II Cwrn amwly ose.es oM BCU WIMrge panwe T.,FL 3Mlo dM iii;: Tnse Type 1 Cry, RY T11155183 12883TOA Flo Flo. 2 1 Jab Relereld:e tional Bailor,C011,onere S,ply, Jac...... ,FL-32256. 8.110eApr 13201]MITekIMlsNea,Irc. Wed McY1]12:5):0)201] Pe9e1 ID:p7SdNhPWc?NSesVbAw2FBnat4bCa_VIYr,gHDg9owP?4 VAalKW..V°MEEdYZFbOA P19 H 1"3° 140— scale.l:Na 4*= 1.6U' = 1.w II 156 II 4a°- 2 a 4 a ] ° 15 14 1. 12 11 10 9 46= 6= 180 a80 10-19 11110 f80 zeo a]9 zeo leo PI t OiNes D:V1 If Edg O­11 I lz tr19 Edoel........Foeo, LOADING(pail SPACING 2, CSI. DEFL. fo (Loc) Aum w PLATES OINP TOLL 40.0 Plate Odp DOL 1.00 TC UA0 Ved(W) -0.1112-13 >999 380 MT20 244/190 TCDL 10.0 Wmber DOL 1.01 BC 0.67 Ved(TL) -0.1) 12-13 >993 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 HOa(TL) 0.04 9 Na ove BCDL 5.0 Code FBC20lAfTPI20D7 Matdx-S W°IgM:nlb FT=20%F,11%E LUMBER- BRACING- TOPCHORD 2x4SPNo.2gIat) TOP CHORD StmcWral wood sheathing drecllyapplled or 6-O0 oc podln°, BOTCHORD 2x4 SP No2glat) locale and veNcal, WEBS 20 SP 1,10.3(flaf) BOTCHORD Rapid ceiling dlrecely applled or 100000 bmcng. REACTIONS. (hale) 16=)84(050,8=)91Mlechanloel FORCES. (Ib).Max CompNl Ten,-Ag forces250 gb)or Iese exceptwhenshown. TOP CHORD 1-18=TI)00,59=-)8510 1-2=475m,2-3-182M,3 =2331 A3,45=-2331Po,5�-2331/0,6-)-18291L, ]-6=n4/o BOTCHORD 1495511455,13-14=021)4,1213=0/2331,11-1252173.10-11=01145] WEBS &10=011030,1-15=00999.7 1 2-1 5=-94510.7-11=(V51 8.2 14-Ml 9,6-11=41nfffi.314-481M. 6-12=-501430,3-13=51/430 NOTES 1)Unbalencetl If=live loads have bean consideratl for this design. 2)MI plate are 3x4 W20 unless otherwiseiinconted, 3)Rater to gholons)for truss to Doss connections. 4)RaoommerM 2x8 serongbacas,On edge,spaoatl at 10-00 oc and resonant to each toss wdh 3100(0.131'%3')logo. Semngbactrs to ha attached to walls at Pharr outer sods Or restrained by other means. 5)GAUTION,Do not erect Wes backwards. Q WIaaN6-Y�py 4eppl pause---aFle NOIae CN 11aB4Xe MCLUOEa IMEX aafd''.'adaae'N anevooe59aFg . qNT WM Iw aws.1 WIN MIk1®c-l¢.Ra dean k .1 a Won'..Y,cwn..a id on.WXeq c«r—t roe M1in n PalweTadWdy"cv,"elmulveaN Pr q{AkrAlliy of no*e,W-1-.pM»dYlrcrvl++ule lMd«gnlalo ille,rve,tll ayalaus. aware dea4h aaa,2ldnmadmo waVad waMna alaerulal la®areoerel«efwa m«al�aaoluy. wmlona lempvaY ma Pe"a«�ala«Ma MOW kRw(.re[eYMl In iktlllYmdWpewee WlgrewlXaryaJMe rxxrad McYaggMIaXY Wl,tpe.fpaa¢Id OW%ncele(pdre na ap04 Pehe E_Bea. k4kglbry5lnoy.�1vwY.weclknadtxawtbd a,mr¢ad MmMlomi ixaAXX/Ifll GWIN GlMlly O 1 a.Mal XIMp CompwxM yy41y leumybl wYYAa M1an inn FAb MM1lle.RIBN.Iea IDenl.Sale 31 R.NeiaW4a VRP131<. Ter,pL fl 5610 Job Truss T.Type OIY1 PN 71115516/ 12063TOA F11 Flow 2 1 Jab Polererce(optional) Building Cwnpwund Supph. Jeaksonnlle,FL-32256, 8.1106 Apr 13 ant?MITek Industries,Inc. Wed May t]123]:0]2017 Pagel ID:p75dNhPWc?NSesL?bAs2FBvW4 b08_V1YMNHDge P?4 VA HK4gmIWeMEEdYZFMA 010 ; i 13-0 1-66 Bub=1:18.0 1.W= t.ba3 II 3.6= 1 2 3 4 5 6 J4y 4 12 11 10 8 8 T 1.6KJ II 10919 to-n9 Pla OB 1%V1- I6'0.1-0 Etl 1110'0.19 Edgel LOADING(psi) SPACING- 2-0.0 CM. DEFL In Pa) AIM UE PIATW ORi TOLL 40.0 Plate Grip DOL 1.00 TC O.n VedILL) -0.121011 >999 360 MRO 244DW TOOL 10.0 Lumber DOL 1.00 BC 0.91 Vea(TL) -0.18 10.11 >713 240 BCL_ 0.0 Rep Strew Ina YES WB 0.35 ( Hoz(TL) 0.02 7 Na Na BCDL 5.0 Code FBC20149P12IN)7 Mamx-S WeI9M S91b Fi=20X8,11%E LUMBER. BRACING- TOPCHORD 2x4SPNa2(gat) TOPCHORD Stmdurelwootlshealhitre dragy applied or&O0 do purlins, BOT CHORD 2x4 SP No.2(RW) except and verticals. WEBS 2x4 SP No.3(gat) BOTCHORD Rigid calling dlreGly applied or 1000 a bracing. REACTIONS. gb5lze) 13=50&0-59,7=589M1acharYcal FORCES. do) Mex Oomp.Mlax.Ten.-ARI fomes 250(Ib) n law except shen shown. TOP CHORD 1-13=5]4N,0]=-569ID,1-2=-541N.2-3=-120&0,3i.1140N,45=-ii40M,BE=-545N BUT CHORD 11-12�1020,10-11=Wt318,9-10 %140,8-9=W1140 WEBS 1-1 2=04396,2-12=666A0,2-11_.253,3-10=-318n1,68-NM5,5-8=E09I0 NOTES 1)Unbalanced floor Ilya loshe have been considered for this design. 2)All planes are 3x4 W20 unless onhei Nse Indlcated, 3)Refer to girder(s)for truss to truss connections. 4)Reosnmend 2x6 strongbacks,On edge,spaced at 10-M 0o and fastened to each Imes Win 3-1011(0.131'X T)nulls. Stmngbatics to be adadled to walls at their outer ends or asserted by other mearu. 51 CAUTION,Do not area truss backwards. Q sup.-Vn1ry GYpnpervlMxvenexeda NOrEB ax rang Axo NLLUOFD MIEx aEFEIYnfE VIYaeRrsta-1 .YAISeEWaE u9E mxm woo 10,�.g�r rnm Mnek&aonruxlon.nwreeal a L�aarvrwm P�Iamel�nwwn gran nn,mt.nma�w rUmka oomr�nl.rot Inmwslan Bel .Ire max +xa� 12eMylre xTekmiro 1 + �.+taa WM: r +mo mad, alrmnp oeerai wugu�. a rmmd�rneda ne Ix,dtikaw m9 „o t e mr aeun,�I��rv...r.W mm�mw�ro k• ktlwogra d u q 1 11 wll 1uY ✓3r +L MX X fyukkam rrn[xdlq lM seen, nl o3e.tlNY'ery— em1 i IM Im Ai AHSI/1%I GWMCMxW 5009aW 0051 WINy Cwnpamnn T. FIL EMOM. 0y4Iy YYgngXcnwW[ie pdn lrlffi Hale lrctlMa 219KIma5,co. e912.NeuxxAk+.VPYY.VId- Lrq�.FL 0w10 iJob True Tmsa Type ODI• Ply 711155005 12e83TOA F12 Floor Girder 1 1 Job Relereoonall BuildingComposed Sgpy, JeckwmiN,FL-32258, 8110sAp1132011MTealndusbba Wed Mat]1 ] p ID:p]5NM1Pc9N5tUAxFBief430MINZPa7P45Nb1gu1jMVJPOOrm9 14V 1 4m= a 2Is6 II Sloss II 4 sell MBN133 Scale-193 T 430, ass 0 ] S 3x4 II T b712 a712 PlateOffinsi II,Edol18 8.01AE :61AE a B:E 0.1-0 LOADING (psV -SPACING- 2-0.D CSI. DEPL. In (loc) Weft Ud PLATES ORIP TCU_ 00.0 Plate Grip DOL 1.00 TO 0.92 Ved(LL) 0.01 ] >9BB 380 M1f120 2MO90 TCDL 10.0 Lumber DOL 1.00 RC 0.25 Ven(TLl 0.01 ] >999 240 BELL D.0 flap Stress Inco NO WB 0.00 Horz(TL) date 5 We Ne BCDL 5.0 Cotler FBC2014RPR00] Matrix-S Wall 28Ib FT=20e6F,111E LUMBER- BRACING- TOP CHORD 214 SP Na2plat) TOPCHORD SBudurelMotl deralling bloodily applied!0r 4]-12 ac pudim, BOT CHORD 914 SP No.2(flall exceptamdwmcak. WEBS 20 SP No.3(11all BOTCHORD Rigltl telling 0lml applied 0110-0-O oc bracing. REACTIONS. (Ibalze) 8=789Ik0schanical,5=6761i FORCES. (Ib) Mex.Comp.M s..Ten.-All forces 250(Ib)or less ei Mien shown. TOP CHORD 1-8-7800,45=�,U2=-7O ,2-3—]0M,3 4 7MM BOTCHORD 6­7009 WEBS 46 0)11-7=01§26,27=53010,3E=-58110 NOTES 1)Undalanced floor live leads have been consiat for this design. 2)Refer to girder(S)for floss to Imss wrmacllohs. 3)RecommeM 2x8 stlonpbacks,on edge,spaced at 1000 oc and fastened to each three a th 3-10tl far 31X 3')malls. Strongbacks to be internal 10 walls at their outer spas or hand aid by other means. 4)CAUTION,Do not erect truss backwards. 5)Use USP MSH422(With 10E nails Into Girder&1O nails Into Twas)or equivalent spaced at 2-0.0 od max stating M 1-012train the left elk to 3Q12 to colrrecl tmeap s)to from letter of tap chord. B)Fill all nail holes Mere be1taer Is in contact Mth lumber. ])In the LOAD CASE(S)sectloq loatls applied to the lace of the Imss are holed as front(F)01 back(B). LOADCASE(S) Standard 1)Dead a Floor Live(balanced):Lanber Increase=1.00,Plate Increase=1.00 Un0o0n Loads(pit) Ven:5-0=-10,14=-100 Concebinned!Loads(IO) Veh:3=489(F)9-092(F) Q M. yildil, r sOsOisnaMssaid IEbO .ANO NCLU0E04aIENPEF.AA.I.E.a ..-1x0. 0aEFONE. 9 WN1« .. MN IuaEcwrecl«5.11ktlaN r,.n,1nhdn romNmuT mJls1«mMINMA MilMp camWlenl.ml alnnryAeni.Bele ver,Me WIU1ptl ilrtua1w4111xM VMN11¢9TxkWllYul OeYpi pa«nel«a«al qupellYhc«F«ale lh6Eapinlnlollw ov«dl wanpdallm.sarn9mdkded2mq I LI2v1 o111x]Nklwl m,sswromef«a.rd mwlaws«.v.Ab]a«xl1«mPwwmdP«mmmmlgmru i MiTek' kdwt11s 1erylal lw¢IdillYutllo perwadcdlgne x4m ecers«M reaY�Pxl goG«1Y dancge. f«(Rnnll Pkh¢e leaabg ne 6aW Ft—a31VUBM WM1.aMlslwme.tlMlrery.«xlbn«a MW1p olM�aaq MmryslemS JMfiI/flI1QWNMxW OaB.eaMBC91&iJnp4wpwa....- crape m ay4lyyypmynl wdM pdn I1m%ale I1eIIMe.21a N.lee Streel.5Jb312 Ne�wvlb,VAY[311. JW Trlea Truss Type Ory' Pty 11155166 12063TOA F13 Floor Girder 1 1 Jab Reference o Bmm BuilanA Ganponmd Supply, JazksorwilN,FL-32256, 0.e?0 Air sL13201] paI Or f4.3 hMjNZnlrc. WW Meyl]12:5]:OB201] Poget ID:p]SdNhPWc]NSeeL16AW2FBZIeN305MjNZPa]P45JN6vblgryLjTIVCGepO IW'hFb19 a-14 Hi 1J-0 1.&t2 0]121 son.:m•-I' m= Ism:= 16m 11 1.sm II M6Ran am= am= 1 2 3 4 IS 3 8 ] B 9 �te 1 18 /6 14 13 1R 11 to ffi= 66= m= 11-td _ 1444 1-14 364 Plate ONaetn - 1.E 0.1 B 3.01 12 E 9.0-3-0 Ed 11.0.212E 130-1 8 Etl s 14:0.1-8 E _ LOADING (pat SPACING 2-00 CSI. DER. In (hoc) Weft LA! PLATES GRIP TCU- 40.0 Rate Gdp DOL 1.00 TC 0.03 Verl(LL) 0.19 12-13 x932 380 NIM 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0]t Ved(TL) -0.291293 r596 240 WILL 0.0 flap Stress Incr NO WB 0.80 Hoa(TL) 0.05 10 Ne We BCDL 5.0 Code FBCs0l4PrP12Xrr Matrix-S Werghb 800 FT=20%F,11%E LUMBEW BRACING- TOPCHORD a4SPNOA(flat) TOPCHORD SbuciuravmodareahingdlmcdyaWilWd 6-DOmpudins, BOTCHORD 2x45PSS(Ilal) except and vesicas. WEBS 2x4 SP No.3(flat) BOTCHORD Rigid cellln9 Elreclly eppfetl or 1000 oc branch, REACTIONS. Abr§IRe) 17=947X-39,10=131]/Mectlankel FORCES. (Ib) Mex.Cotp/Max Ten.-All forces 250(Ib)or lass except Men shown. TOP CHORD 1-17=-9490,9-10=13M,1-2-965X,2-3-2330/0,3-4-331 M 45=9311X,59=-3311X,6-]=-31]14 7-8=3177/0,8.9=-1362/0 BOT CHORD 15-1&_9/1805,14-15=O286Q 13-14=0/3311,12-13=0.03]],11-12-02599 WEBS 792=-]d3(0,1-16=0/1246,2-16-1168n).2-15-0/]30,3-15-7454).r-14=01infet414=9090,6-12-27eN, 6-13=-3]9145,9-11=/1816,8-11=172MO,&12=(Y1004 NOTE& 1)Untrarenced floor live Ioatls flava been considered!for Me design. 2)At plates are 3x4 W20 union olhervibe Indicates, 3)Refer to grder(s)for Ines to truss connections. 4)Recommend pass slmngbacks,on edge,spaced at 100.0 OC and ladened to each lama Win 3-104(0.131'%3')nails. Stmngbacke to be attached to walls at hear outer ends or restrained by other Mears. 5)CAUTION,Do not erect truss beckv2rds. 0)Use USP MSH422(WIP 1O netts into GInder 810d nals into Truss)or equivalent at 11-1-4 from the left and to connect lasses)to frmt face of top chord. 7)Fit all nail Ides went hanger Is in contact Win lumber, 8)In the LOAD CASE(S)sealon,loatls applled to the taw of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead a Floor Lt.(balanced):Lumber Increase=l 00.Plate Increase=1.00 Unhurt Loads(pit) Ven:1617=-10,1-9=-100 Concentrated Loads Out Ven:]-(691F) Q waaxwa.vnyerbyr„n...9er...aas�naoreamras uroxcCuvaorraanvouxca vaaarrm,...roaa�mraee�oa[use 0.Yjr waMlw woNYwtM1 a..sW cnnn:load TY .1 64atti ormY up1nlxxar,m Teem.a 1J 11 lMMltMher"eW. re rot Im`noak.Palor,crWI w .IrA¢gr,rx mrslvellN tt'e g4WcrxXM1vold y,pxanet.—bervir”. hca0.'rale`cm1` W`vv Vadl nMQr9�Rm' ®wJ'ah, Ir. -tvtnl W[tlLg ollndM]Wnoawebad/acournPr Qu , . '01dulmWw4'tlK qpm aware M ek' e Ju'tMr Itred MvltlYIM1YmOlo pevenlcW9as wXhW�+Ie Cel3or✓1 bFxYatl Mi s waft, ane Ia as. PmWrasre9emGshe Iadkal4u YongetlelNaY.a .—Hortsetero1M¢ meri1nmeWelni reeAllN/INI Qowy CrXxb.p9Bd4iW aCY WYIIPCanWrlMl BBO<Pob EMeeJ. 9WIxM1Wmatlm av6YJa M1cm IrIa1Me xl[Illule.RIBN.Iee Street.Sl1e J12 NevmYY1 VARR314, ie,rpa,FL a3310 Job Thee Truan Tyre Ory' Ply 55 6] 1280TOA F14 Flow 2 1 Job17 MiTcanclust d1 Building Gomporwnl6upply, JeN¢amilla,PL-32258, &SlaL?M13201]4-MF1Mashies,Ile. WeJMeyt]7uaEp0P201] Pegat ID:p]SdNM1PWc?NSesL?bAW2FB]lei4-XbFkwfZ1LR%XJSYIXOBGOwFBN]ueEpRa291UIRZFlXe Ptd H r 130 1212 0 $nk.115P 15v0 II 4 6 p 13 1L8= 10 8 a ] IB-0 6212 03-12 180 5$-02 180 Plate ORaets(XY)- 12'0-1-0Edpel 15'0.1-B EOpeI I&0-1-8Etloel LOADING(pap 6PACIN6 2-gp CSI. OEFL in (lac) /dail Vtl PLATE6 GRIP TCLL 50.0 Plate Gdp DOL 1.00 TG 0.43 VM(LL) -0.03 ]b >999 380 MT20 244/190 TOOL 10.0 Wmber DOL 1.00 BC 0.3] Vel(TL) -005 ]-B >999 240 BCLL 0.0 Rep Stress lwr YES WB 0.23 HOrz(TL) 0.01 6 Na Na BCDL 5.0 Cotle FBC2014 P1200] Matdx-S Weigh 481, FT=20%F,11%E WNBER- BRACING- TOPCHORD 2x4SPNo.2(flat) TOPCHORD S,udurL shealNWdlredlyappliMor6-OOocpudins, BOTCHORD 2x4 SP N0.2pap e.c at.rd.rucall. WEBS 20 SP No.3pap BOTCHORD Rigid ceiling dneclly.,had or 1000n,bracing. REACTION& (IMIEe) 11=43V0,5-0,6=433/02-12 FORCE& (Ib) Max.Comp./Max.Ten.-AII lomm6 250(Ib)or lase except when shown. TOPCHORD 1-11-4261QSfz-03V ,l- 37OA1,2-3=]07/0.3-4=-707Po,43_--375/0 BOTCHORD 9-10=M07,89�07,7-8 1685 WEBS s]=M4B0,t-10=014]3,a]=131 N,2-1R-059/0 NOTES- 1)Unbalanced floor live toe ar have been considered lot this design. 2)Al plates are 30 W20 unless Otherwise Indlwted. 3)Protide mechanical connedlon(by others)of trues to bearing plate at joint(s)6. 4)Fe rmnand 24 sttongbacks,an etlgo,spaced at 10.0-0 oc and mammal to each than,wim 3400(0.131'X 3')n lls. Strong,acks to M atla&ed to walls at their outer ends or restrained by oMer means. �W9eNMe-VarXytlngnpwmerenxpaF.lp XYIEaCN iN6Yle N[LU4FO WIENPEFEMHCE PPOEIi14Anr IDaf2015atlOMUSE i � I— morn.�ue wrybT .,i na ma'n'aa.MS O rry M Inn Yurrmt*vmnlers Hawn.aWala lly Mb ,o dne comr*+nnl.rot Inm SyLem.Palae us.Ra MNTgr mill vemN Mwtp[{kWllyMdeN�Fi Miwnalmswxf Pw+w YAVawtvrMe Inx r1aJ(In Into IM uvwoll Nwauday. waW kmoWdbmpevenl WCNre arnawme m.:u-eow.vaia�em�wa.�wvv. wmwnnemP«wY wa re��m�..tmN MiTek' tWgtIMIYN1NaVlMlhlrrulbgevml cd M10{g—I Zoe,—ANIMA Quality Cote. .Dp 9 ora KoiodamCoo Te 4g,h,' [Ipoy,LLAYay.erecMnap M¢YpMNrsa a'dlnm entemcI ale RII OwIIM CrMxIa.O4a-m9aM aC 51WWJNp Coriwrwra mBp Parke Err BNJ. ayYylrlarMm Pw'Id. M1nn NS PalalMk4a.YlmN.lee ShwtaJb 31201euaMt VA22e14. TerryeFt 3b10 Job Tum Tmee Type Oq' Ply T11155468 12863TOA F15 Floor OiNer 1 1 JM Refelelm options) Bulltlinp Component Supply, Jeake0nVilte,FL--32256, 8110s 20k11dm01Wed 2LT:m201TPepe ID:D]SEMPYc9N5esL?bA%2FBsmM-XbFM.jZI URDscuS)1%OBCtOaFAN7yEM02gLbRZF648 a-1a p'� H 1.3-0 i 1-2-12 H sra.nds.x val I.. II 2 14 3 4 a 13 b — 150 e 10 8 B ] ly3 II 1d-0 6812 6Al2 18O 52-12 18U PI1e0Wef DLYI— I2'0-1-B Etl0115'0- EEtl 118: -B Etlpel LOAWNG(psfl SPACWG 29001 CSI. OEFL In Qac) Udefl W PLATES GRIP TCLL 40.0 Plate GOD DOL 100 TC OA9 VeN(LL) -0.04 78 >999 360 ML20 244/190 TCDL t0.o Lanber DOL 1.00 BC 054 VeQTL) -0.O6 7-8 >999 240 BOLL 0.0 Rep Stress Ina NO WB 026 HosjQ 0.01 6 IVa -a BWL 5.0 Code FBC2014RPI20W Mafdx-S WNgM:461E FT=20X511%E LUMBER- BRACING- TOP CHORD 2x4 SP No2dah TOPOHORD StUcturel Wnad sheathing clutch,aWhad or 640 oc pu0lm, BOTCHORD 2.4 SP No2(Ilaq except end vedlcals. WEBS 2x4 SP No3(Ilan BOTCHORD Rlgltl calling directly applied or l0-00 oc bracing. REACTIONS, (IG'elxe) 11=508'0-S o,8=490/0-2-t2 FORCES. (Ib) Max Comp./Max.Ten.-Al fomes 250(ID)or less except even shorn, TOPCHORD 1-11=-49]ro,S-fi=-089Po,1-2=-05]Po,23=-891/0,3-0=-891Po,4-5_---44300 BOTCHORD 9-10=00891,8-9-01891,]-B4r807 WEBS 57=0/580,190=0/586,4-0=506ro,2-10=-590ro,4-8=0127] NOTE6 t)Unbalanced floor Ilve loads have been consideretl for this design. 2)All plates are 30 W20 unless Whereas Indicated, 3)Provide mectranical connection(by others)of truss to bearing plate at)olnt(s)6. 4)Recommend 2x8 strongbacks,ch edge,spaced at 10-0-0 x,and fastened to each Irlm Win 3-1 W(0131 X 3')nalls. StrongEacks to be attached to walls at their outer ends or resireined by other dream. 5)Use USP MSH422(W IM ton refs into Girder S 1 W rads Into Tares)or equivalent at e-7-12 ham the left end to contrast budges)to Iran face of lop thou. 6)Fill of nail holes Mere hanger is in contact with lumber. 7)In the LOAD CASE($)section,latls applied to the face M the Irma are noted as imm(F)or back(B). LOAD CASE(S) Standard 1)Dead s Floor Live(balanced):Lumber Increased 00,Plate Increase=T00 Unit..Loatls(plf) Ved:B-11=-10,1-5=-100 Concentrated Loads(Ib) VM:14=131(F) Q wusmaY.mY 4rtlpriPuenWxx s'paGaINlF8 CN1rW4Xa MLLUOEO MIIEk aEFEI1VCE IIOFIi]Ilini IOR8I6BF£OIIEVBE NOar vdtllw we<aYMim bYltltW cav¢cbrs.Ilk�aa�bbseticNY�r Waaelers 9vmn.oq blwmxgM?llukYrp cwnFaeni.ror dIncfndd .P¢1w�.R¢Wltlrq GepJns muGvallytla oaAk.[GIN o1 CakF�Fwmnlm5WI IYIr<mpno9 Rot �lnblM overtl aSp�iR¢kgk]koletlN10 nl6YaYtu<11g 1tM4S]MowebVq/W<hvUmaKivSaMy.M9WM1emryNaYavlt�mvpribwirg MRek' ktlWSV11B01enbL4Yllvrnllogatenl«IIR+1e YrtlEMmMa psmYl F1]Yagq<NaIYWm[le. fgggB <e rA�GTn p}CalbLalmpy.MY9y.wBCIMaW[mctpolnrm[aM Mnay[Iwni•e&V!N/IRIfIwkN ox.la,pMaaaaecR&iMipCaneeMnl MW PMeEmI BNO. 4�IY Wamdlwr a.Wrle M1pn lnm RaH[MLIe.RIa N.I�S1�1,9lle J12 Neaa']ip.VP22311. ieirye,FL 33610 Job Trim Tmsa Type Ory' Ply 711165488 12003TOA fl6 Floor 1 1 Job Relerefxa o goflel Blikli'vorporeadd Ry. Jacksomllle,FL-32250, 0.1105Apr 13201)MiTek lfdusNea,lro. Wed Meyl]12:6]:10201] Peget ID:p]SdNh;N ?N' a L?bAw2FBnafi?np0]3a161go c=47TkOOR?xNxIUGKTUEtrRa47 s= 0-td H 13.0 21.eal30 SL31 $IgN.19A B I.Sb 4 T 3rd= rt= ] 6 5 yA= 3N II 1d 0 06-0 1i8 219 Plate Ogee DLVI- ISEtl0e - 91 I69-1d EO I A'O - Etl 1 LDAMNG(pail SPACING 2-0-0 Cbl. I Ia (I.) soon W PLATES GRIP TOLL :1.1 'real DOL 1.00 TC 0.12 Vert(LL) -0.00 B ag98 360 MT20 2H/190 TCDL 10.0 Lumber DOL 1.00 BC 0.06 VargTL) -0.00 f6 x999 240 BCLL 00 Rep Sbeas Ina VES WB 0.00 Horz(TL) 0.00 5 No Na BCDL 5.0 Cotle FBC2014RPI200] Ali WeIPM:2516 FT=20%F,11%E LUMBER- _ - BRACING TOP CHORD 2x4 SP No.2(gag TOPCHORD ShuWralx sheMhingdmcllyaMiletlor39-Ooc NHIM, BOTCHORD 2x4 SP No.2(Oet) sxospleMvedlcahs WEBS 2x4 SP 140.3(gat) BOT CHORD Rigid calling directly applied or 10-0-0 M bmang. REACTIONS. (Ibhize) 0=173N-5-0,5-lT MeclwnlcN FORCES. (Ib) Max.Comp/Mex Ten.-All fomes 250 hind areas except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to gridedid for truss to time connections. 3)Recommend 2x6 slmngbacks,m 6tlge,spaced at 10 0 0 oc aM fmlened to each tmse with 3900(0.131'X 3')mil.. SVongbacks to be agechad to walls at Philir order eMs or restrained by other means. 4)CAUTION,Do fell area truss backwards. Q WxaHMW VWry4Wpnperen�nn ergeFAeNerES IXIIIBxNa WLLUOEn MIER afiEMNCE axeENF)IAzn'.IppYAISaFIOPE USE ne" vdkl l own cWV v416IMIakBcmw:lui IMOef4af 6:'IaYY Wrn Mannlersslnvm a'Aklni mlleYAked WId'ry cwrywnmt rot M1lxtspem Pelota ue.IM bJkep dwlnfwl fnuslveMy Iln gxMk2iM oleleYgf paanvaxeW paPeflYM.ort+uale M1t Oargn Into Teareldl dpVwefMn.aack�kMcul�.bpevenldFNego14Mv4Txl.uewebarcl/n cMtl mnnbers MY.M91F,rcx lemV M'mtl GamamlWa:pq el(' aWgs reRwed kN skSAeYatlbP'a'Na4Edl4�v4TP�kke pmuxKl MzYwJ WfpeM rbnoGn. lu tfenefd PN�T� fapmW91M qW 9eMaEM aM kSMCURytylgtpe.yeEyery,a¢clNnW pypollnfee[utl Mmrryla�n /IRI GwXy CnMrb.OSB-09 vgBCL&MfpCompwwnl ielrye,FL SE10 1y41xlrlunlpMn aMMe kcT Ilf6Nde NEMe.21e N.Lee Slfeel.Alb 312 Nemulla VP2ZiI<. Job This TMS Type — Ory' Pty _ TI11554]0 120WTOA F17 Flom GINer 1 1 .32 17 MI "I(o Isonal RUNirp CampmwMSupply, JedmalMlle.FL-32255. 0?.1a Am N1 .L?bA909M1Tekinduatriea,Iw. Wed kTM9 51,5V-0fl Pagel ID:p]SdNIIPWc?NSesL?bAr2FBxial4-TZNVLPoHl2o9Jm6MgekttlLwxdtilgSV OSmI(zFb46 1.14 0-69 1a l_ 1 3.6= 21.id11 alest, .1 a mmn Scai 9A I Sol= an= 9 6 LVG II .9p] I 3-]d 3]A Plate 011aele(%Y)- 16'0- a EdAel 17 0-1 8 EdAel IB£dge.O1-01 LOADING(pelf SPACING 2-0 CSI. DEFL. in Ni Vueg Up PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TG 0.1] VB!(LLI -000 Se >998 380 Mr20 214/190 TOOL 10.0 Lumber DOL 1.00 BC 0.14 Vai -0.01 se >999 240 BOLL 0.0 Rep Slreae l im NO WB 0.12 Holz(TL) 00D 5 Na nue BWL 5.0 Code FBC2014/]P@0W Mathlx-3 WapdC 251b FT=20%F,11%E LUMBER- BRACING- TOPCHORD 9WSPNo.2(getJ TOPCHORD Simctural wood sheathing directly applied or8-]-B oc purins, BOT CHORD 20 SP No.2(8e1) ®ceps and veacals. WEBS 2s4 SP No.3glap BOT CHORD Rigid ceiling directly applied or 1O0-0 oc bmdng. REACTIONS. (IGsize) 42191%mrhanlca1,5=231/Mechernical FORCES. (Ib)-Max.Comp/Max.Ten.-All lorces250(fMorlessexcsptwhenshown. NOTES 1)Unbalanced floor live loads have been coMidehed torthls design. 2)Refer to girth f0r truss to thas connedons. 3)Recommend 2x6 slmngbacks,on edge,sperms!At 10-0-0 oA and fastened to each buss with 3-104(0.131'X 3")naffs. SMongbads to be allocated 10 Ovalle at their Aaer ends or armored by Other means. 4)Use USP MSH4M(Wim tad malls into Girder A 10d pads Into Truss)or apprehend at t 9-4 man Ne left and to comp!Interim)to beck face W lop chop]. 5)Fill all nal Mss where harper Is In coni Nth lumber. 6)In the LOAD CASE(SI aectlon,foatla applied to IM face of the truss are noted as Mont IF)or back(B). LOAD CASE(S) Standard 1)Dead♦Floor Lim(baansed):Lumbar Increstae=1.0q Plate Increas9=1A0 Uniform Loads(pig Vel 5-4-10,1 4-100 Concerdraad Loads(Ib) Vert:3—n(B) Q formed- MIENe dialso LEI1aE/ltNodw IWLM56EFOea aSE tower,WIOIw Nre�Mm M1a4O—ir—mi mNuw.Ihhbaed MY ul or-or Nuwn,aMhlwmlwNw]Ipl dldNo—n,sol.lul IIUBN!¢m.6eWe IM dIMNp uwAses llv nivwlN lnu"Inn llydtlrJgi mash em uM'IN ycwWaM IM w dsn Mollw—. o-4lmm6mN.aampimcrnenalowewenll.>wuylmeamaw ll�www�uwemra Nnwnl>an mr.eeee�Inl lemaww�deellN�eM awap M k' hmwQy.IwaAedlw ammrwtlm pxvenlcWgee Nmlx+>�wlxliwxl k9ry N.Ndvowdv danM19a. rwpN.nwmmuwwe Nw4Wlpnw tuna M1hw�e.u."..—I-.aaLre^hN—ax]nus hsN—ree4NEVM1 loudly caws,de..ame asl19 Gmhpmwnl 6604P.MEa BMs. km4ly9lemltlbl avyy4e M1mN LlmfMle htlllule.Ole N.lee Slleel.SJIe.917 NamMka VRY1a1<. I,FL aM 0 .Nb Tlllm Truss Type ON, Ply T1115W71 12683TOA F16 Floor Girder1 1 .os Reference o limel Building Component Supply. deckedevilhs,FL-32256, 6.110 s Apr 13Par]Ml I ek Industries,Inc. Wed May t]12:5]:11201] Paget ID:p]StlNhMc?NS L?bAw2FBnafCTZNVLPbHVo me okT LPW gmV-DSm"FW6 ata 44— F1 m=F1 4m= 1 2LSh'1 II Loa 3 Sp II IE Is 4 MSH422 W.n MSH422 6ub.19A p 10 ISm i tsm= 4 m= m= a ] a 5 4-]a 4]-0 Plate O65M5 1.E 016 4:Q16E a 6:0-1d :61- Edgal LOADING(pst) SPACING LA! PL 2U0 CSI. MR. In pod) Wall LA! GMP TOLL 40.0 Plate Grp DOL 1.0o TC 0% Ver(LL) -0.02 6 ,1 >9B9 360 W20 2460 TCDL 100 Lumber IDOL 1.00 BC 0.39 V:MTL) 1 6 >M9 240 BOLL 00 Rep Stress lncr NO WB 0.43 HordTLI 0.00 5 We Na BCIDL 5.0 Code FBC20141P2007 Mets-S WSMI;270 FT=2011ME LUMBER BRACING, TOP CHORD gnat SP No.IMat) TOPCHORD Structural Yrooct sheathing directr Wiled or4-7-0 oa pudes, BOT CHORD 2.4 SP N0.2(fiab e."end vedlcals. WEBS 2x4 SP No.3(Ilat) BOTCHORD Rigid ceiling directly applied or 1000 oc braclug. REACTIONS. (IWsze) 5=611Po-S0,5=102]N-]-] Mex Gmv 8=�6l HLC 1),5=1030(LO3) FORCES. (Ib)-Mac Comp.Mlac Ten.-All force5250(to)orless exceptwan shown. TOPCHORD 1a-61M,45=10 .12=-]1M,2-3=-]1M,3-4=416/0 BOT CHORD 6-7=0!/16 WEBS 4L6 I .14=0/11,2J=-549/0,3E6 61= NOTES 1)Underhanded floor live loads have been considered for this design. 2)Recommend 24 slmngbacks,on edge,spaced at II oc and fastened to each truss Win 3-fact(0.131 X 3')nails. Sters,backe t0 W allaelled t0 Wells at their Wt%ends or andralnBj W other means 3)Use USP NII(With IW balls Into Girder&10d nails Into Truss)or equarelent spared at 2-00 oc max.staring at 1-11-B from Mel eftendto3llatomnnWtn (es)t00ontfaceoftapcMrd. 4)Use USP MSH422(With 1W retained Girder&10d nails into Truss)or equivalent at 3-]42 fran the ler end to conned Vucs(es)to back face of roP diord. 5)FIII all mall holes we.hanger is in conlact aith lumber. 6)In the LOAD CASEB)section,loads applied to the face of the truss are mated as front(F)or beck(B). LOAD CASE(S) Standard 1)Dead a Floor Live(balanced):Lumber Increase--1.00,Plate Increaee=1.00 Uniform Loads(pig Vert 5 6=-10,14=-100 Concentrated Loads(Ib) Van:11=-W](F)42=-132(8)13=535(F) Q WAWIIIa-asl4eNe,sheMeeerdwE4pwOFHQY]XY ANpW ,.a YIEFPFFtlYNL£VIaE Ae"N's—I.,BF/OMV3E �Y W r Mag M we cNy w1Yi MIla4®canie cRn ni tlNpr b bSetl aeY u W n planeren ffvM eM a In m kgMarM dlSrp mn0.vent cot dmcsr+IWn.eero,a.ap.me buu�pdadWwr wvamvme wakmaN urmdm rx•aoolowmd woP�ry rcorr>ormo conaalapdro ire oVera JfAp[kaIW.Wwdpk�INa [xWWppCNpal6tlNGxl mnwnbmdloremrnmombarr nr+v.rvwwa remwrwmclnmentdrelro MITek' kdwaNleplaekxWpNmetol.mor+cc�eswtmwmmapa,rerdtra.rcoena+em mnace. rorearwra WumE reouonew NnkrAkn Nrye.delerY.aeclbn Jdmtp 210 N. New.a fl MNLI1 VAvdtA. D9Bd9ad lLSl4iebPCongarwY 6804 Perb EW aW. 6y6myyypmrdgr pMrlM amiFnfl�6YMle.21BN.lea6Yreet 9lb 912 Nem�CM1i VRYYl14. Tempa.FL 99610 iJob Tru® T 'PyM Ory' Ply T111554M ii 12963TOA F19 GABLE 1 I Joe Rafaylara L Gone) BuilGng Comporent3upply, JedmaMlle,FL 32256. 8.c?Ns r13201]Maf4. us oMW. Wad May l]12:5MEkeY?ImzF2017 Real, ID:p]SdNM1PWc?N9esL?Mx2FBZIeN�xAxlTkveMwVwwMCYgLOZmIL?iPDCEkefdmzFb45 OM Sub=L18.6 ax6- 13x4 2 3 4 5 6 ] a 9 10 R1 Y 2t 13 to O 16 15 14 1312 II asI= LIO meq= 3N= ata II 1wz 62-Iz BSl2 9,8-12 11 a-0 tilz t.a.o li0 — �i 1d4 I.a-0 F lio I4�2 ISIz PargeOffuntsi It2O -B Etl 1f19'0.1E Edxl LOADING(pat) Be 200 CSI. OEFL In (loc) Ydefl LM PLATES GRIP TCLL 40.0 Plate Gdp DOL 1.00 TC 0.10 Ved(LL) Na - Na 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vee(TL) Na - we 999 BCLL 0.0 Rap Stress Incr YES WB 0.04 kbrz(TL) -0.00 11 We he BCDIL 5.0 Coue FBC20147P12007 MaNx-S Weigh: 57 He FT=Mini 11%E LUMBER - BRACING- TOPCHORD 2x4SPNo.2(flat) TOP CHORD Stmctural shoe sheathing dresi Mplietl or 10.0-0 o0 pueln. BOTCHORD 2x4 SP No.2gi except erw vedlca6. WEBS 2x4 SP No.3Qlat) BOTCHORD Rigitl cellin9 tllmdly epplletl or600oc Dmcing, Except: OTHERS 2x4 SP No.3(Ilat) 10 O0 cc bwIi 19-20,1112. REACTIONS. All Deem,I13A. (Ib) Mex Gmv All reactions 2501b or lase el10in1(s)20,11,19,12,18,1],16,15,14,13 FORCE& (ID)-Mex.Comp.IMax.Tan. All Tortes 250(0)or leas except vmen shown. NOTES 1)All pintas are 1.5x3 W20 ume.otismarse ire icated. 2)Gable requires obnamous bottom chord Deering. 3)Tmss to be fully she rmai from one face or securely bracetl against lateral movement(1.9.dialamal waD). 4)Gable stunt spaced at I+0 oc. 5)Recommend 2x6 strorgloacks,on adi spaced at 10.0.0 oc and fastened to M&imw Mih 310)d(0.131X 3')nails. Strongbacks to M aftwhed to wells at their outer ends or rearrange by otter mean. 6)CAUTION.Do not erect those back.M. Q-A- vMNaupnearemerart nC aE10Ng1ES pI 11®IL/O NLLUOEDYIEx aEE61AMCE PA0ELi14Am.fO0YM6B6NIrt IlSE Ce4Jr veldts 1rytANY Hiln MIeIN:cnma:IwS.IMtleY9n 6lxm]cNY uponp�mnM Cxwnr.mOalw m LW WIxI WkAgmmpami.rot Ini MWm.P¢lae uce.u1'u ullJrg Utl2rrer rmsl veilN nngplcWMoltlri"rbrmrelmna pcyenvar'-onwaale mhd�gnmlo Xn orerdl IxAm9duvr.eaawlr.rkmwxlo we.enll�lalmak.AlNw mrnwanmmoremrammiearsor+v. AdalllwwY wmPerm npam.>�la«A0 eek' htluq[replaOkr tldflXyaglo PovmlcWgee Hnlx.�An Wma✓J kVxYWgM+erlYMm[pe.iw WYJ'oI PEArce,etYatlVllw BBW Pahe EW BW. gbkMTt slpgTo.tlelNery.aecXtnad dwlrp nlllim'taWlnnayYem reaAN91/IP114tlM CX1eb.DSE<>an4 SCSI SUM9Comparxnl i Te,rye.Fl]1610 Sytly Sypingbr WtlRle hwn L�nlNN hdMe.21eN Iee Slreel.Slue Jl2 NSWdM VR22914. Jaa True Tragi Type DIY' Py 503 1266Tf0A F20 Fera 2 1 Awwwor dusorel 9uFApCcmppreN9tpPJxMewviN,FL- Y58, 01) Matnx. Iro. W IY.S):1 IDy7FM1PWCC5SL?MWFBziaf0.WNwMYgZULBR9EWIMFbV5 049 H Seder 1:19.8 1.5M9= 3ffi— a 4 s 5 5 q 4 13 12 11 10 B e ) La. II 15# II 169 4-00 )39 6-89 1139 160 2A-0 a98 2b0 160 Plate Onsets(YY)— 13,(Y1-e EE Lf 0­1-8,L611 LOADING:00 SPACING 21 O CSI. UEFL. In Qac) Vtlall Lb PLATES GRIP TOLL 40.0 Plata Orip DOL 1.00 TC 0.40 Varna) -0.04 11 se89 350 N1120 24N190 TCDL 10.0 Lumber DOL 1.00 BC OA6 V9R(TL) -0.07 11 >999 240 BCDL 5.0 Code FB02014?Pl2M7 MethxS Hoa(TL) 0.02 ) we Na Weigh062lb FT=20%F,1M LUMBER- - ammC TOPCHORD Sits SP No.2(HM) TOPCHORD Stmchned wvotl sherillmg directly applied or 5O0 oc purlins, BOTCHORD 9r4 SP No.2(ilW) except and verktils. WEBS 20 SP No.3(flat) BOTCHORD Rlgitl tailing Mrectly applied or 1000 cc bmdng. REACTIONS. (IWslm) 14=50110.5=,7=607Mtachanical FORCES. Ind Max.Gomp,Ml9x.Ten.-All forces 250(0).,I.except set.shown. TOP CHORD 1-14=.-59)N,&)=9 M,1-2=-569N,2-3=-1239/0,34-140,V0.4-5=-124 .56=-%7M BOTCHORD 12-13=/1059,1142=N1404,1?t1=0/1404,9-10=0/1404,89=0/1061 WEBS 68=055,1 13�1.59=687N,2-13=682/0 5-9=288,2-12=M268,49=-286N,3-12=288/0 NOTES- 1) OTESt)Urlbalancetl floor live loads have been corwltleretl for this design. 2)At Plates are 3x4 W20 unrest othem se irNlcaktl. 3)Ruler to girder(s)for truss to term connedlons. 4)RBcommeM 2x6 strongbacks,on edge,tpacetl at 10-60 cc antl fastened to each fruits WO 51 W(0.131'X 3')nalls. Strongbacks to be Maohe0 to walls at Vier outer eMs or reetrainetl by other meam. 5)CAUTION,Do not erect tuns bacx venor. Q MA--YVRPCwBn p'rfMe=mae-O--ey TI94ANe HLLWEa MIGElaleare LEPA0esser-m.1a61'AM66EPoXY9a. qYT WNIw ve MYMlk MneMAcweenre, Rn tlef4y1 Paaf oNY�rcescn em Mwn.mtl kram MArMf IWIMgcwnla'^�1.rot Irimg91Mn.0elneuv.x¢I.riQg tle43r¢r muelvwlrylM gCYCWIN oIaNnn Pumwlasm]pgaly PcuWr�la aetli:'3deIMOlMove,dl dw-0ys red iseaNa.l°�rIIMn ,fir e.«I wlnl i wrv.v p«.i°Iv nt�a:wrPtldar 9 . a arw Aw ldsia T. k' ALtolkxtildye.a9Nery eraclMad d¢Yq of M�wxnti Lus Tslams rerJ,HWMI GuuYM dllMa.at9-aa Ma 9Gtl auMYrp Caw.parwnl PaM1e Ee9 aMJ. HMYIrYwTWbn rnM.netan i�POMImYMe,RIB N Lea Slreal.SI1e 31 R.Neimeh VP4131<. icnpe,GL a%la 'Job Tmre Truss Type Ow Py T1116504 12863TOA F21 Raor 0 1 AbRidersociiartareall eams6prtaeu Imae>Ilx w ir.w�ou par, MndniCampareas Soppy, ID D] tlNM1PWc?NSesLDA2FBzei14PMVFMMXP92MVG3MFCY;nffikDIAOxIIYgCZFbM. 01 8 H 1'yp 611-8 1 8 =1:108 LS3= 6G- 1 p 3 I 5 B 8 iB 13 12 it 10 P 8 L6G II 1 w II 1d0 460 ]88 1b2d 1148 1b0 1-69 388 28-0 139 PI MOX M IXY1- 190. 3Etlge1 I40-18Etl 116:0-1-8 card LOADING(pd) SPACMO- 2-00 C51. OEFL in gpc) lkefl W PLATES GRIP TCLL 40.0 PIaM Grip DOL 1.00 TC 0Aa Ver LL) -0.05 11 >OIR 380 M@0 244`190 TOM 10.0 Lumber DOL 1.00 BG 0.53 Ved(TL) -0.0810-11 >999 240 BOLL 0.0 Rep Stases lncr YES WS 0.38 Horz(Ty ODM ] No n/a BCDIL 5.0 Cale FBC2014]]PY200] i p., Weight M lb FT=MR,11%E LUMBEW BRACING TOPCHORD 2x4SPNo.2(Xei) TOPCHORD Structural wood sheathing directly applied or 6 Oo oc padre, BOTCHORD 2,4SPNo.2(Xet) excependverDcsle. WEBS 2x4 SP No.3gli BOTCHORD Rigid celling directly applied or 1O0-0 to bradng. REACTIONS. (IWsixe) 14�62400.5-8,71-5-0 FORCES (Ib)-Max.CompJMax.Ten.-NI l6mea 250 QDI or lase exmpt when ahovm. TOP CHORD t-14�19I0,84=319M,1-2=-595m,2-3=-1312/0,3-0=1 W1ro,45=1312M,SE=-5950/ BOTCHORD 12-13=0/1109,1142=N15O1,1611=0/151)1,9-1091 W1,&9=N11o9 WEBS B 8--9065,1-13=0 M.5 8-]150/,2-13=-0150/,5-9=4300,2.12=0/300.4-9=3350/,312=30510 NOTES 1)Unbalanced door live loafs have been considered for this design. 2)All plates are 30 W20 unless omelvnae Indicated. 3)Recommend 2>8 strongbacks,on edge,spaced at 10-0-0 OC and Infrared to each buss Win 3-10d(0.131'X 3')nails. Sirongloacks to be attached to wells at their outer ends or restrained by other meant. Q WIPNYIf-iii�6GpNpiFa pl iM6INO NCLWFO MIEIIBEFENXtf/AOEx61x9m.1woamlfeW wa o~WN I.—My.fer.mu ..Rbde9T 6bge0.110.aaaMmTvrvntaM 61wmLNNtIa"1 del lgcanperenL ml InmmryAnT.Belae uce.X¢Wldigd�kl¢�mel venN hw4lil[LLLllyoldaLL�n[vmvRrsaxlp0.IYF�u4 ale Mrler�n MO Mrwwtll 6 dwgsrM4W Iw Mt+YlYmOlo PauPmic 4 V411i«W�eCa�wM✓J Mrvad PM�PIY WnWe.xfw 0`y�d PF�ereP 419�11'�e ¢N Id Itdta6n inuape,�Mwy.M¢Cnm]haW of a�asaOq wsaWemc rxe/,XW1111Stl1YOtlxb,DLasaM ECNWMnPCaryOM1M 4Yaf Yah Ew6N0 edefY yxgtrgYcn wdklfe fmnlnm%uW MMWe.21a N.lee s0eel.eHe 31 R.Nsim}h VRRR91<. Terrye.FL 3M10 Jdo T. Tons Type - Ply 51]5 11280TOA F22 Floor 5 I Joe Relererca Topdonall Buldirg CONpawnt Supply. Jackwroulls,FL-32258. &IIOE AR 132017 MRek lMusmea,Ix. Wed Mey t]1257:13 W17 Pagel ID:p]5dNhPWc1NSssL]bAW2Ffddd4-PMVFmUXPg2MY4G3mFBCYmO DMYA IiYgCxFW 09d 1.M I-612q1�8 St =1:19.6 Syr'ul ISo 1.54= 1.543 1.54= 1 2ass- 3 4 5 6 ] 16 6 15 13 12 11 10 9 ,ass II 15X1 I 96= 0.8120.1 2-318 H ]de I ta2d 1199 6:9 2 61-8 14A 5442 29-0 1d0 Plate 011seta K0-1Edmi :0-19Etl 12:0.1 Edi LOAgNO(pa=11. G�p 2-00 CSI=..7SVofl(TL) (Ico) Weft Ud PLATES ORIp TCLL 40. L t00 TG 10.11 s880 380 MT20 244/190 TCDL 10. 1.00 BG10-11 s88B 240 SCLL 0. ca NO WB1 8 Na Ne BCDL 5. 4/FPI200] MatAlegi 65m FT=20111%E LUMBER- -� BRACING TOP CHORD 2x4 SP No,2(Mal) TOPCHORD Structural waolsheathing match,spirietl orb-0-0or purlins, BOT CHORD 2x4 SP No.2QIM) except and vemicals. WEBS 2x4 SP NoS(flat) BOTCHOHD Rlgidcallingdirellyappli6 or10.O-OocbmdW, Except: 60-0 oc bidding:13 IC REACTIONS. (IVNii 8=559T-0-8,14=9i8 Max Gray 8=55](LC 4),14431(11) FORCES (b)-Max.GomPMtex Ten.-All lomea 250(Ib)mless except wfwrraMun. TOPCHORD ]9—%1A1,2-3=44&2,34-1=06,4-5=-1202/0,541-113Wb,5]=53M BOT CHORD 12-13�14,11-12=0/12112,1041- / W2,9-10=0/094 WEBS 2-14=696q.144-304M,]-9_-0/68$2-134/674.6-9=-644A),3-13=660x, 3124/512 NOTES 1)Unbalanced floor live loans have been considered lot this design. 2)All plates are 3x4 MT20 unless otherwise Indicated. 3)tned despite)1,2,3,4,5,6.7.8.9,10 nadmave been modJied.Building designer must Boxes loads to thely met Mey ate comer, fOlthe Intended use e1 this m133. 4)Recommend Pier Stmogbacks,on edge,speared at 1000 oc and Usua etl to each Vose wit 3-10d(0.131'X3')reels. Stiongbadts to be atlached to said at their outer ends or restralnetl by other mears. 5)CAUTION,Do not erect buss backwards. LOAD CASE(S) Standard 1)Dead+Poor Uve(balanced):Lumber Increase-1.00,Plate Increase=l.W Uniform Loans(pit) Ven:8-15-10,1-]=-1 W Concentrated Loads(b) Ven:1-243 2)Dead:Umbar Irwrease=100,Rate Incraa4e=1.OD Unitorm Loads(pit) Ven:8-15=-10.14=-100 Concentrated Loads(lb) Van:1=-243 3)19 Dere l+Floor UVe(unsuancatl):Lumber Xwrearee=1 O0,Plate Increase=1.00 Un9Rml Loads(pup Ven:8-15-10,1-2=100.2d11-20 Concatenated Lords(Ib) Ven:1=243 IRNNn.Ywey 4YYlar,Pnar—mM re4O Na1Ea eN 1NR se.esx.MifNaEFENINCE NOF aer49 m.IOLNGI6 BEEnaEVeE. U,43nvq,f ,n¢aMy Md Mllek®ctvuroe:Iws r.Ine .MstlepgrRLvmO<xYYNan Wcmelers Mem.mtlRlwmYw9WYtl[uldgcwnpwxnl.rot .exe,ydrem.scrox MWNg defnrcr mdid-try and q IdneN of deaalr lurnme. prl aYFcwgxole lnkalesUn Ytlo Ma ovmtll eiy deSLya BocYxl YxN:olw]a to gevenr WCMIIrp oIYVJM11TM InmweDrnl/a ctntl membaiaYY AdJllan MmMWuddR e—InacCYp R�Ewary regWetl M MFLYYmd Iogeva,ICWlq,tr�Am WeE+le�d Y,NYu✓tlgWerlYdanGe-iw IRrwrd yhwce,eyEdy tl,e Mesa, bn LaLAe.delNary.^acYmmih¢Ygollnw�wxf RusryNemi�e/,IN/MIfIWfl C,YMp.DSIMotl 2Cfl auWNp CO,ryolMnl 6Bd PYN EW and. ypNy MameXm astlkaMe Ran In®fbNMYM.118 N.1ee5Ree1.A1b31201em,OYi VAY1Jl<. ianBY,R A91a Job Trice Tress Type Ory' Ph ]111554]5 12063TOA F22 Floor 5 1 JOE BefelelMe ibM.W Balding COmpmcnt maps, Jec05 .....,FL-32250, 0.1106Ppr 13201TMU.E IMlcmea,im. wetl May t]12:5T:t3e5t] Pege2 ID:p75dNhMc?NS sL?EAw2FBna14PMVFm XPg2WY4 FBCYm OMYMWzlIYeCZFW LOAD CASE(S) Standen! 4)2ncl Dead a Floor true(unlesonootg:Winter Inceaaea=1.00,Plate Increase--1.00 Uniform Loads(pit) Ven:&15=-10,1-2=-20,2-0-100 Concentrated Loess(Ib) vert:1=158 5)3rd unbalanmd Deed Lumber Illcreese=l W,Plate Ilwrease=100 Urulorm Uads(pig Ven:8-15_10,1-2=-100,2-T=-20 Cwwnpated Loads(Ib) Ven:1-243 6)4th unbalalwed Dead Lumber Inwame=1.00,Plate Increase=1.00 Jdfolm Loads(pit) van:0-15=-10,1-2=-20,2-]=100 Gon entrated Loads(Ib) Ven:1=-158 z)1st chase Dead♦Floor Live(unbalaxed):Lumber Incraase=1.00,Fiats Increase=1.00 UMioan Loans(pill Vert:a-15-10,1-2=-20,2-5=-IW,&7-20 Concentmted Loads,(Ib) Van:1=150 B)2nd chase Dead a Floor Live(ur alwed):Lumber Increase=1.00,Plate Increase-1.00 Uniform Loads(01) Van:&15=10,1-2=-100,24-20,44=-100 G.ntrated Load.(Ib) Ven:1=243 9)3M chase Dean:Lumbar Inrsewe=l.W,Plate Increase-1.00 Unto.Loads(plo Ven:&15=10,1-2-20,2-5=-100,5-7-20 Cmrated Loads(Ib) Ven:1=158 10)416&ass Dead Umber Inmeass=l,W,Plata Increase=1.00 Unifnnn Loads(pig Ven:&15=-10,1-2=-100,21-20,4 7=-100 Concenvaled Loads(IO) Van:1-243 wAPMNa-NrXy MtlenpwEmwuawpaEla MOtEa QV 1/OENO MLWEO MI/EE FEFEIIINCE/AOEr614R m.f40YAr56ENMU.E �lT WN latae MYMT MIHPcorurecMn.IMUeSbn kEac]MY sten{wraneM¢Yxwn�.aM krw m MlJ fuI WIdR cmmWr,mt rot a�InmiMem IbIUe m,rcn WMrp du4tm mrsl v5illy nrr�LY+'ICWINar du4N�(vamelenaxl prywvlYMaµva4lM(le9dn Isla Rnnva(YI are msan. ®«lyealromekl�wa�nl w�:anaalmrot,wlmffiwa6.a.v�e prom memlrnsnvv. wenona�a,�ww a,o Pean�ntly«M M ek' ktlwaM1�aVAeOMMmMry� opeveMcalq*a wm,W ^Wrvml nlav trrlgMiulr Ud^r,tpe.kn pnrvaal0�dncarq%E�lYp rcre SewG ieF kdtalbrt nOmaer.tleMvevY.erxlM m�rwJrtl ollnaxa W'M1imsNemn anel.NWlln OudlM oxxb.UEB-Mane aCal wY]Mpeonponnl ,rpa.FLft x351010 sd+rino,mawn walmanwnl�maw llaEMe.z19 N.laa user.via.lz aa:�um.va rzaln. IJob T. Tree Tyle DII PN 55 0 1112BGTW F23 Floor 11 1 Job Reference gro I) BW41p CwnpmeM6yyiy, JaYamYiM.FL-32256, 0.NSeL?b 13201]f4uY3t Qc9A,Anc.WeEAMy ,08T5]:1 eliMecl IOy75tlNM1 P W cRN3wLRM W1FBaaN-uY3tli W 2AxADAEpG2R5_aNTarzlNByfiBNnFb13 o-ta 8 H l 3.0 1 .60 I scdfe- 1:33.] 15%3= b9= 3*6 FP= 15X111 ls[ 1 b8= Isal r t 2 3 4 5 6 ] 0 0 10 11 23 24 21 26 10 10 17 16 15 14 13 46= 4%8= '.YRBMI2UHSFP= 4v8= 1S" 6P= 46= 1d-0 b0-0 I 66-0 1350 15110 1 105.0 -19-11-0 a 180 2-6-0 260 611-0 260 280 180 PIeW Oflaefi 1.E 61 B 11.0-18 E 17.0-1 0 E &O-1-8.1mocal E LOADING(psi) SPACING 280 CSI. OEFL In (roc) VOBfl lb PLATES GRIP TCLL 40.0 PIMe Grip DOL t00 TO 0.]6 Ven(LL) -0.351]-te 1074 380 hR20 21M190 TC- LWmber DOL 1.00 BG 0.99 Ved(R) -0.551]48 0432 240 MT20HS 187/143 BCLL 0.0 Rep Stress Iha YES WB 0.68 HorzQL) O.OB 12 we we BCDL 5.0 Cotle FBC2,14/RPI2007 McMx-S Wel9hh.ID2ro FT=20%F,11%E Lail - _ BRACING TOP CHORD 2x4SPNo.2dVaI) TOPCHORD Stac1ulal wood Sheehan,Mredly applied Or 5813 ac pollhs. BOT CHORD 2x4 SP No.101a1)-Ee mpt' except and vaM.W. 12-15:2x4 SP 1,10.2plat) BOTCHORD RlgldcellingdlmdyaWllie or10-0-00cbmciW, Except: WEBS 20 SP No.3(Ilat) 220a bmcing:14-16. REACTIONS. poison) 22=10750-5-0,12=10759}58 FORCES. (Ib)-Mex.GompJMax.Ten.-All torcee 250(Ib)or line except Men shown. TOP CHORD 1-22=-10]00,1112=-10]010,1-2-11030,2-4-2]6310,4-5=88200,58=-036610, 64=438610,78=-03660,8-9=-36190,910=-278.90,1011=-I1 WO BOT CHORD 20-21=0,2081,19-20=43420.1&19=014193,17-18�4366,16-1]=(X4193,14-16 13420, 13-10=02001 WEBS 11-13�1425,1-21�1425,10-13-135910,2-21-135910. 2-20 1949, 9-14-91310,420=9130,996=(X556,4-19 1555,8-16=-5190, 5-19_51W, &17=4581509,598=-15W5j 6-18=-M25,]-17-2] 5 NOTES 1)Unbelence l floor Ilve IoadS have been considered for this design. 2)All plates are 9420 plates Iris olhermse indicated. 3)All plates are 30 MT20 onlees otheralse Indicated. 4)The Fabrication Tolerance at joint 15=11% 5)Re mmend 24 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each tmss with 3-10d(0.131'%3)fulls. Strorgbacks IO bo attached to was,at their war ends Or minaret by other meas. Q wAPMNa-VxYy4 Pew -DREAD NOTES M TM Aea A&MUDW MamfiEEMemPAGEM]Ql n-iWYA169EFONF 4SE IIWT WM1u UeaYY MIIekSconreclon.Rh nnan, >gtl WY.17 ryaamelers9pwn.oAkMm MN41N dI0rd p,A{plern.Baba use.Me dAtlhyury n,uslven(y1M gXlAXMo!<Iaflpn paannWrsmlgcW4Yricmpo�ale lltvlaYT F1oM dl �wuaxo�.®mw'+�x=rnensmge�...,la.calrpatiaNnw,r lm�wea.11o,ono�ameMeeorN.adenine remwrw�d waarn�laarro M ek' aole.�aaAmb.M9nr�110 gewmlcon9ma win,q»wpaw�.4 eary a,d goP�Maamw6_ro�9a�ae�Emr;E�waare Ee neo4 P.b fist era. rWtVimlbWa.d�Y.axlbnaM gaclp olMmsamllnmiylemi wAX51/I%1 Wd1Y CnIMq.MnJ9 veBCBNMpCmMennl SYerY y/drnyT m'ySW Ean tnmflale xMMc.RIB N.lee SPee1.5J1e JIR.P1evaMh VA2R314, ie,rye,Fl 1t81a JOD Truss Rous Typo at? Ply 55 P 12B83TOA F24 GABLE 1 t JaD17M las ( Dwap BUNirB Component Slgply. Jukeomilb,FL-32258, 8.110s Apr13201af4M IBms W.In NWedPStg Meyt)195]:15201) page t IO:p]StlNhPWc?NSmL?bAw2FBvs14Mk8fBmeowNl4nNP31gOgeBV12Y0seexgOcBh5eFb42 Dug 0x8 SUb N9Sl 1N= 34 FP= 3x1- 1 2 J 4 5 1 7 0 9 10 11 12 13 N 15 10 17 � �ly 3p so 32 31 JO 2e 20 27 2fi 25 20 23 2221 20 Is 10 yq= y4= TB FP= 30— 3x4= 1i-02 24612 42-12 5612 610.12 8-242 8612 10.1042 12242 13812 1410.12 18212 1]842 1&44 1411-0 18-12 1J-0 440 1i0 1i0 1i0 ~t-4L 1-4-0 10.0 1-40 1i0 1i0 F 1-4L I408 1812 PI to OBs CLVI I1T41E Ed 1 f 'b -SErgel 193'b1E Ed 1 L0 IRS(pall SPACING 289 C&. F�FLin Qx) UtlNI IPo PIATES GRIP TGLL 40.0 %ate Gdp DOL 100 TC 0.10 r✓e - Na 999 Nfr20 244/190 gap TCOL 100 Lumber DOL 100 BC 0.01 Na Na 999BCDL 5.0 Code FBG2014?Pp00]ICU_ 00 Rep Strades mg S WMXSO.00 .00 18 Na Na Weight:92Ib FT=20%F,11%E WMBER- BRACING TOPCHORD 2x4 SP No.2(8at) TOPCHORO Swctoral woptl sheathing direclly applied or 100-0¢pudim, BOT CHORD lila SP N0.2(fia) except and vedlwB. WEBS 914 SP No.3(llat) BOT CHORD Rigidc ilingdimdyapplledor6-00 cb=ing, Except: OTHERS 2x4 SP No.3(Ilat) 10-00 oc bracing:3334,18-19. REACTIONS. All ossum a t9-11O. (Ib)- Max Gm All reactions 260 lb or less at lolnt(s)34.10,33,19,32,31,3q 29,28,2),28,25,24,23,21, 20 FORCES Qbl Max.Comp.RAax.Ten.-All forces 250(to)or less except wtlen shovm. NOTES 1)At plates are 1.mo MT20 unless othtralse lndi twd 2(Gable requires continuous bottom chord thermal. 3)Truss to be fully statement from one face or semmly Draced egaimt lateral movement(i.e.diagorlai 4)Gable stows spaced at 1-4-0 oc. 5)Recommend 2x8 strongbacks,on edge,spaced at 10-0.D oc and fastened to each truss vd813-101(0.131"X 3')nals. Stmngbacks to be atlached to walls at their outer ends or restrained by other means. A waassiY axMWnpwere.s+4 aE10 N0lLK CN 1WSIW MCLYOEaYIFx aVFN.INCE Ilea NF)49 m.laW%Iee60PF Uel �• �wlM la wetoW .did A mnc .,Tris's's.bbaNaYYUPon Mu Rn Cuwn tlMkW m LxxWAw1[WtArpcwnVxunl.rot nla ayaHm.Pelee ure.Ra dlprq tMi�rierl mut vaeh Irp%F4�CdMh of OeLgi paanalers rnl gopenY hcwP'naR IM tlsLln Mo Ilre ovatll I7YUro�wJ^. ®«t'gflticaletltlo rxa 1wcNIrV OIxMUMie'1M1u¢webad/«oMa memdx:aiv.A�IMxnllemgrcrymapm,a¢nla¢Y4 MiTek' b WgsrW4M lwildiW wJmwevatluoamp WIM1 WSIJeL ra✓J tVxYml Vdag euab,C . la 6.ded Mv¢erN"xtlrV nw K k.Mkrt tlwo9s.tleWrvvY from a—m] acbgo2u. m.1..l 1seW6U1Fl1 YUMyCMrk.WB-NOW aCL WIeIip Cwryoiwnl T GeFL EWBN4. StlNy eMrMbr av�la M1cm ais FMe xisYlula.2le N.lee51ree1.416312.Nevovlki VR22314, ienp,FL 33610 urs e Y �f T1tl554]e per. FG01 FW(34x 2 JDO RBIeIeIMROnmid Bi Geraerer4 Surl JeeYhwred.FIY1M Ban a1108 W91'eO1]PM'9110eMRal4]MTeMIrg4w- IIW WWYW ]14:33'16R01]PBW1 ID:p]5GNhPWc4NSesC/EAx2FBneNoGyxrjtO3oKwQYY1g1WFSWRIIirseuNDgY9NOLFHh 3-09 BSID 8-11111188 3-0 9 281 281 2$19 Sa 1,as are II M10 = 2e4 II 46= .12= 1 2 1. 14 a 15 4 1. 11 5 18 a 12 10 9 9 4X10= aw II Ii10= $v1S= 2H II d II VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS(BEARINGS). 611, 3]-B 6310 81191 1188 6119 2&1 281 2d9 2819 Rate Chase,04Y)- 124380-2-01130-2-862-81154240-2-0L 1802-120-2-01110'0-3862-01 LOADING Imp SPACING 260 CSI. OEFL In died) YdeB L/d PLATES GRIP TELL 20.0 Plate GOP DOL t25 TC 161 Ved(LL) OA4 9 x882 240 W20 244/190 TCDL 10.0 Wmber DOL 125 BC 0.58 Ver(TL) -029 9 x439 180 BCIL 0.0Rep Stress Ince NO WE 06] Ha2(TL) OA4 ] Ne We BCDL 10.0 Code FBC20147P1200] Well WeIgM:130 lb FT=20% LUMBER- BRACING TOP CHORD 2x6 SP No.1 TOP CHORD SheaMed or 311-13 oo purllne, except arm wernals. BOTCHORD 2x4 SP ES BOTCHORD Rigidc lingdrecyapplledor10-0-0dcbraGng, Exceld: WEBS 2x4 SP N0.3'Except' 8-]-14 oo bmung:69. 6T:2x8 SP Not,6 8,2-10,59,39:2x4 SP Nat REACTIONS. (IlVsin) 7=428265-8 (min.62-0),11=318arI (.It.art 14) Max Uplift 7-871(LG 8),11=-255(LC B) FORCES. (lb)-Male Comp./Max.Ten.-All forces 250(Ib)or less except man shown. TOPCHORD 1-2=-330/68,2-13-]088/1]16,13-1,]068/1]16,3-14=-]080/1]16,3-1 i--12296/3]49, 4-15=-1229613]49,496=-1229313]49,16-1]-12296Y.i]49.5-1 7=-12298/3749, 518=-9109/2846,6-18=-9108/2848,6-9-4091/1218 BOT CHORD 11-12-68f330,1611=6 W,B-1O=97181r088,39-28469109,7 8-2]]/900 WEBS 2-11=3114/513,6-4-274108)53,210117SM180,5�-3147/1026,310-2397159% SB=98813386,3-9-2169/5532,4-9=3009/111] NOTES 1)2-ply Truss to he connected together with 10d(0.131"x3')nails as Wines: Tap chance connected as follows:2x4-1 mw M 69-0a,2O5-2 rows staggered at 0-9 0 m. Bottom cllortk connected as follows:2x4-1 mw,sit 69-0 01 Webs connected as follows:2x4-1 mw at 0 6 0 oo. 2)All Ideal are considered equally applied to all plies,except it noted as front(F)or back(B)lace in the LOAD CASE(S)sari Ply to ply cdnneabrls have bean MOced to derthbde only Inetls noted as(F)or(B),unless otherwise indicated. 3)Wird:ASCE 7-10;Vu8=1301(3-second gulp Vas0=101mph;TCDLd.Otef;9CDL=S Opsf;h=25X;13-15R,L=2411;eei Cat. Il;Exp C;Encl_00pi=0.16;MW FRS(iff ectionap and C-C Estende(2)0-1-12 to 3-1-12,Inte0or(1)3-112 to 11612 wne;O-C for members and forms 8 MWFRS for reactions shown;Lumber DOL=T60 plate grip DOL=1.60 4)ProNtle adequate drainage to prevent water putting, 5)This truss has been resigned for a 160 psi batten chord INe load noncencureant win any Other Ili loads. 6)'This here has been designed for a INe load d 26Opbf on the bottom chord in all areas were a rectenge 3-6-0 all by 2-0-0 wide x511 lit bereeen the bottom chard and any other members. 7)ProMde mechanical connection(by Others)of truss to readrg plate aepade W Wthetanding 871 Ib uplift at joint]and 2551,Uplift at joint 11. 8)HNIgi or other connection tleMm(s)shall be provided sufficient to support concentrated lixel )801,tlown and 431,up at 2-2-14,SO i,down and 431n up at 4-2-14.2422 Ill down and!13081,up at 60-12,and 12T]In down and 6891,up at &(Y12,and 12nitidownand6891nupat 16612ontocont The deeigNselecllonOtsuchoonnei device(s)is the respmslNltyot othars. LOADCASEgR Standard 1)Dead.Roof UVe(balanced):Wmber Increabe=l 25 Plate Inceesse=125 Q IRNWa VMIy LWanpmmei—de.a eales ON ties NO wCLYOEd MIEx aFFEN4 NCE'me-1O]nr.1a0.VAI5aEFO ree netlOn Wtllol v¢uNy re Mn luecleo ¢IK—ler L JaYyu-In evanolan9nwn.agli form lMMTv-J biklag mielvnemt est 0lmiwlem . asuon irx tracial 4,yent.1freof }ikdiNol OxtlghpaanelersuW Vu ' lncapaolo lNa[Ie43d Flo tlaoverdl q� Wdlpde]pn. bacPglKcaletlhlo VeveMtixlNr9 ott]W1eI 11hmhrebeMMohmtlmmntahBoeW.MSlbdlemWul'TlNermumlln¢t9 MEEOk' itlwaWhaNedkas#+rllYudlo pevenlccr4w wM,fcsNO Pehuxel tYXY WJWWwnY 6niWa. fa�tlOakkxrx re6�4WIIre aY04 PxM EW BNtl. M>tabletagTe.ddhehy er0[MnatldaclporinlceahNlemry+le3lZ Mwrono VAMCMxIo.O5W9 M4 FC&MIMhBCarlpwwnl $yMylelmndoh�mldYe tan lnsflaleMMe.SIa N.Iee 9lreet Sl6312 Neva NY VRRS311. Terrye,FL 33610 rum nss Ypeply Nr8 txBmTOa Fcot FINGrm Qy t 2 I JOE Rete.—loOM1 ) Y WxlMi0pwganem euWy.JetxewnllN.Fi uxm Pun1D.17MNM1PW�N9wLt'RA;F8nefC2mLAK—xtlLYThgl WF R'h'emmxolT Peppeax V - yvl q &quDpV9NOxFZM LOAD CASE(S) Sl.dC UM.LEPtls(pll) Vert:1E=-1 PC,7-12-20 co nlmled Loans QE1 Vert:4=2622 I�E I1 -W 16=12n IP=12n Q waPHA'c-Yxx/4WJngsM.n NPGONeiES ql rmaxo wcL uvrn rrrx arsmwrF worram,...rammrs arsorlEvec E��wa m��xwvvbnun.ro�a..n�a Iltaesyn eeown�.av ow�warela,.Nov�.awxmrm LMMpILalpcwnpwxnL got � nnw.vrwo earo�x�.m.aAaLe ��.n.vnnh mxmrxmmvora �ariarexmepry Lwo,Iwrnanmrlw�Lnoreo.�ai uuouaui.adroeaal.ocmnew�lw�wnonwaaw®..roam«e�e�rwr�ew«n.aeaF�intxr�vmeexx�a�na�Lw M ek' SW'psla9fMML/YYIYagbpevmlcdl4w v.MM�Mrwerl L�F1'�pIM+wK'WalNw.ra palN.aIG�.AMrAq Te caw G.he Ean&vtl. M1bnobt Wx�e,deae�y.aslFnatl GvJGOI1nmaMMmMw�uoidLMIF�11 OUYh CAMr9.WIJGOM FL AMO�m�pmMe MMYYbn�o�arcYWB4an 11�RPW M@M.RIBN.WSABeLYM312 NB[avM.VRY1]Id. Te�rye.FL ]Yf0 Job Tree Tons TYPm OfY PIY 554 8 112633TOA FT01 ROOF TRUSS 11 i Job Pe ere bnal Builtllnp Component Supply, Jacrrgmrvlla,FL-32258. 8d10e AV 13 min]MITekntlusow Wed Wy 17 _Pepe) ID:p? tlNWc?NsL?MwFBxieN-]bSg2SuYo1ZR5FedMUgReUwmrxFb40 140 2&0 4A0 558 L{-0 L4�0 td-0 h68 0.13 FT Sun.1:103 1 3W 11 RtI 1", Ri14 b141 36= 2 IR a 13 4 6 9 10 8 B 2G II 8x4 1 2M II 3A 3rd 16 030 1dL 2 4-0-0 SB S ~030 1-FO L 9-0 4-0 1 1d0 1-1B Plate Oflsets(XY)- 15:O240i LOADING (psi) SPACING- 2-OO M. OEFL. in (IOL) Vtl7�wdPUTES GRIP TGLL20.0 Prete Grip DOL 1.25TC 0.22 Vert(LL) 0i 8 >BW20 244/180 TCDL 100 Wmber DOL 125 BC 0.18 Vert(iL) -0.03 8 >BBELL 0.0 Rep$these Ncr YES WB 0.01 Hom(TL) 0.00 8 BCDL 10.0 Code FBC2014MPI2007 MMrix-MR WeVA:XIta FT=2096 LUMBER- BRACING- TOPCHORD 2x4 SP Not TOPGHORD StrucWrel wood sheaMirg diectly applied!Or 538 a Wiins, BOT CHORD 2x4 SP Not except and veNcals, WEBS 2x4 SP an3`ExcepY BOTCHORD RIBM ceiling directly applied or l O-0-0 a bmcing. 1-10,8-11:2x6 SP No.2 MTek recommence meet Stabllixe s and requmed cross bradlg be installed during truss erection,In aaortlance wIh StaNllxa Installation guide, REACTIONS. (165Ixe) 10=20NO3-8,6- Mi Mae Ham 10=3(LE 8) Merz Up11010=-155(LC a),6=-155(LC e) FORCES, (Ib)-Merz.Ccmp.IMax.Ten. All forme 250(ID)or less except wtlen shows. TOPCHORD 12=-204130423=2031308,34=-2021306,4-5=2021306 BOT CHORD 8-10=-308202,&0=3 02,7 B=-308202,6-]=-306%202 NOTE& 1)Unbrearred roof 11.loads neve been am sidared for this design. 2)Wind ASCE 7-10;Vu1L130mph(3-second gust)Va50=101mph;TCDL-S Opsf;BCDL- .Opsf;82511;B=4511;L4411;eaa"ft;Cat. Il;Exp C;End.,GCpi=o.l e;MW ERR(dirediorel)and C-C EMerlor(2)0-2-12 W 32-12,IntWogl)3 2-12 to&2-12 was;carmi left spurred;parch led antl right exposed;C-C for members and forces S MFRS for reactions shaven;Lumber DOL=1.60 plate pulp DOL=1.60 3)Protide adequate drainage to prevent water POMIIg. 4)The truss has been designed for a 10.0 psi bomom chord Her load aagncurnint who are other live loads. 5)`Tills truss has been designed for a live load Of 20.0pef On the bottom chord in all areas where a radangle b6-0 tell by 2-0-0 wine will fit beteeen the bottom cMrd and airy other members. 6)Pmi mechanical connector,(by Orders)of Wes to beatlnal plate capable of withstanding 155 In uplift at joint 10 arid!15510 upllm atjdnt6. Qwamiac-wary eagnea�a+�l�*+neasaoxosss av sxreaxo xecuceosmsxasrsa4xcs vaasuuxnsnr.roowlsesromsuse. 'Eone IIIIL I�a+lm�wtl car uo-,orvY w11n m1eaa�orlreoloa.Iwtleapnno�aorvYawnr�rxrreleLmowx,arreklormlralwa.w wltlln¢car,lx.renl.ma 4rmayMn.telae ,Ila dYtlrp mar muf vallyIM gTltdfM of rk'ygr rvaneielsatlgM+alYx,col�rNe IM VeY3n Mo il,e ram blAatoawvr.amvwnlw.warewnfo-mcmnaa r.r.w.bwu«eardnanlm.a.rY.aenoeda xaraYadnambanlnacl,B MiTek eU.vA1wA«I w4MlYmdrowea+rYOoly.wmwwEM parrot YMnmopKglM�xrwm, wrwreaeuvicerwaare ala aw:alwv aorwa.eOAerv.ar«sonata la Yeam®.u,am®ryYant¢e/+Nmf OYIYtn.a.weaameea MNrotarmr.nl se.ryldelmxxoa wamroxomtxa RxN u.nn4a.ztaNwsxxel.s4ro3lz Naxaaro.vA znu. i,p.eri B3s+oea JobTtnee TNss Type Ot1I Ply TIII 66 30 12383TOA HJ32 JukGGasserloaed Gr 4 1 Job 17 al Industries, BUIMIIg C,mpomm Supply, JecksomilN,FL-32258, 3.N1 L? 1 F2 iaf4l7Mbg2Su, IM06FMey4]12:5]:1]2p1] Pepe1 IOy]SJNIIPWc9NSeeLPbAw2F9Eial4-]kmb5g25uTo111ZYf5FCJcppOMgg3U_EIIMgIII_2ZFM0 293 293 SWe:I--,' 51 12 2 34 11 i 3 4 2-92 2-93 LOADING (pat) SPACING- 2-60 M. DEFL. In (loo) Wall IPLATES GRIP TCU- 20.0 Plate Or DOL 1.25 TO 0.24 Vad(LL) -0.00 " >999 240 W20 244/190 TGDL 10.0 Lumbar DOL 1.25 SC 0.13 Vad(TL) -001 3d >999 133 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 HOR(TL) -0.01 2 We We BCDL 10.0 Code FBC2014RPI200] Matif Weight BIL FT 2M LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPGHORD Structural Wood,s0eathing directly applle0 or 2-9-3 be puffins, BOT CHORD 914 SP No.2 except and verticals. WEBS 2x4 SP No.3 BOTCHORD Rigid telling offemly applied or 1000 oc Intel Mill recomm.We thatSlablllxere and fault crwa brecllg be iralelletl d rig imae eracban,In ece 1Mccortlenh Stabilizer Indusletion flume. REACTIONS. (INalze) 4=10200-7-0,2=]2Mlechenical,3�Medhanicel Max Harz 4=31(-C 12) Max Uplift 4-13(LC 12),2=-04(LC 12) Max Gmv 4=102(LG 1),2=]2(LG 1),3=49(LO 3) FORCES. (Ib)-M.Comp.Mlex.Ten.-As tortes 250(Ib)or less except when shown. NOTES 1)Will ASCE 710;VUIt=1 Which(6secand gust)Wool(1mph,TCDI-=Sdx f;BCDL=S.Opal;b=2511;B=15f1;L=24%;eava=4ik Cat. ll;Exp C;End.GI 0;MFRS(direopmed)and C-C Comer(3)zone;C-C lot members and forces&MWFRS for reactions shown;Lumber DOka1.60 plate gulp DOlr1.W 2)This truss has been designed fora 10.0 psi bomm chord Ill load nonson ca ent with any other live loads. 3)-This truss hes been designed for a Ill load W 20.0ps1 on the bottom chord In all areas Mom a rectangle 3fi6 0 tall by 2-60 ame MII 3t belwaen the bottom chortl and any other members. 4)Refer to julter(s)for truss to truss connections. 5)Prol mechanical connection(by others)of truss to bean,plate capable of W3hstantlllg 13 In uplift at Joint 4 eW 46Ib uplift at form 2. AkWRNNMG-VMryhYprpnvmlm anONUONOIEa ON INIS M'a NCLIIOFOY/EN NEFEMNCE/I4E M6)1Am.laWTgSIFMaE a9E 1] 11-11111,--11WTMllur9:wn,ac1w.c 111,d-,r,k 1w.�1 MY uPOn noff lee40—tl dfl—it W 1Apa'anwy¢nl.ml Inm rynem.—us.IM dYtlIry awl-1 valry 1.tTX a lly or tlas '-..mxa—I mOGnry FcupnaM an 91 abtlnpread,.Wgewllenmltlelowmanl l.>1a4b9 mlmMda n,lYwanaafa crammalnl>el wv...,dinpllwmtlr�malal,fadllo MITek' awmlpiedfu n2Nyatlfl waremlalovaawmtb:mlapal:ola 4N.yu,ewweardunroe. wr�r,11a P4d�a,adannll,a Sides, W1'W1.ointe.asW,adlnvl- 4oflnmevagldur N1.. L/INI W..14. M.psaNap BC41 WIWne Caroen�nl Po1PeWa EM0 sryuxe1a1m1 walrus saM u,®Iama rannba,zlau.laaslreel.sMllan.ae.aleu.vAzz3la. re1P•.FL sssl9 JobTrus, Trus TYps ON el55 B1 12963TOA HJ42 Jack-0yen Girder 1 1 Job Pe stmt mtlmal BONIttg Cottpasnt Stgfl, Jacksonville,FL-32256, 8.NSp ?br132D1atTindgmgm. WedM;FmVlM:5]:19201] Pass 1 ID:p]IidNhPWc9NSeeL]bAr2FBva14mJ16popgDC91h61YpmNFq]mVl?Grtd:]MPJWOZFb4i 2-93 2-0J 3.A 12 2 SaFV.1 1 _ @ 4 s z.4 f ase 2B3 eSe 2st1 LOADING(ped SPACING 2-0-0 CSI. DER. In doc) Mill List PLATES GRIP TOLL 20.0 PINe Gdp DOL 1.25 TO 0.21 Ven(LL) 0.01 34 x999 240 MRD 2441190 TOOL 10.0 Lumber DOL 125 BC 0.20 VeNQL) -0.01 34 ,999 11so BCLL 0.0 ' Rep$"as Incr NO WE 0.00 Horz(TL) -0.01 2 We We BCDL 10.0 Code FBC2014]]PIZOD] Matrix-MR Weight 9t FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Smmoral wood sheathing drsialy applaud or 2-9-3 oc pudins, BOT CHORD 2x4 Be No.2 except end vamw6. WEBS 2x4SPNo.3 BOTCHORD Rlgidmlling Fluidly applied or 10.0.0 ce brumng. MITek recommends that Stabil'¢ers and requimb aures bredrg be Installed dune,Voss erection,in acmrdanm v4m Stemlizer Installation guide. REACTIONS. litanies) 4=102/64-15,2=]2/Mechanl",3=3MMedladcal Mex Herz 4::S1(LO 12) Max Uplift 4-50(LC 12),2=3](LC 12),3=30(LC 12) Max Gas,4=102(LC 1),2=&(LC 1),3--19(LC 3) FORCES. gb)-Max.Comp.RJax.Ten. All forces 250(Ib)Or leas except when shown. NOTES- 1)Wind:ASCE 7-10;Vuluilnmph(3-second glad Vasal=101mpb;TCOLS.0paf;BCDL=5.Ops(h=25X;B=4511;1,-2411;eave-411;Gat. Il;Em C:End.,GCpW.18;MW FRS(diredlonad and CC Comer(3)zone;cantilever left exposed;porch left and right exposectC C for members and forms 8 MFRS for radion shown;Lumber COL=1.60 plate gnp DOL=1.60 2)This truss hes been designed fora 10.0 psi bottom chord Wariest!nornomatiment Am aro ander ilve loads. 3)-TON truss has tool designed for a live load of 20.0psf on the bottom chord In all areae wnere a notuSlo 3-0-0tall by 2-O-0Ads Wil fit bemeen the bottom chord and anY other members. 4)Refer to girders)for buss to blas connections. 5)Provltle meohsnical connection(by others)of term,to bearing plate capable of wftlstanding 50 to uplift at joint 4,4716 uplift er joint 2 and 30 to uplift at joint 3, urrvNM a M %4 Iw.MSM4 nryaaneleo Lwmm]k 1--'- bm"np cm 1ml FF tmssMle . ..ttr.11111 dedryie -FsY1 FV n I Al.11JeLun paanme¢.gap ,hcgpaale Mho I...FF-. WW ,.F,2e'a"Ino1nd1,F.,1 l 1. a-fll,, r WLWlwl —in./-Faromern.Mr.ngdwnmtFmpomF., Fal,F M1ek' taw.m..4e«t Iu.kit.",-Na wavom cd1Ir-) lnro�+at*ns.vJ."v me us".,, rw endure W .�eP[nsg� tmr Iw..nao '.1vi,'-st,n ..1.-norm.—ammmmt—'a,mt asal mat wuameFee wwAgt«.w-Fr aw4 a..t.F...eta edMy WwnwW.avddia amm l.w Rola FepMa.219 N.lmr Sl.eal.9Jb 312 Hmagh VRZYl14. T M.FL ]x510 Job Trim Taw Troe Ply T+t+Ssaez 12869T0A J41 Jack-Open 2 1 Job Polerellre o Oona Bdkilq Compolwn+Soppy, Jetlaarvllle.FL-31256. a.110sApr 132a1TMITek lfalsMea,Irr. Wed Meytz126T.162ptz vast , Ip:pzSdNhPWclNS L?bAw2FMd MJIBpWgOCgW8lYpmNF97OA+2Yn 7fiaPJWOZFW9 191-16 rills Scale:111 5W FV 2 91E II i q 3 aw II 1-1186 15 LOMNG(pet) SPACING- 2-00 CSL OEM. in Roc) Ildeft Ual PLATES GRIP TCLL 20.0 Pure Grip DOL125 TC 0.11 VeMLL) -0.W 4 AN 240 M120 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Ved(TL) -0.W 3i >99g 130 BCLL 0.0Rep Stress Mor YES WB 0.00 HoRR-L) -0.W 2 We No BCDL 10.0 Code FBC201WPQ007 Mahbr-MR Weight:7O FT=2096 LUMBER- BRACING TOP CHORD 2x4 SP N0.2 TOPCHORD Structural wood sheathirq directly applucl or 1-11-15 oc purlins, BOT CHORD W SP No.2 except and YedlorW WEBS 0t4 SP No.3 BOT CHORD Rigid calling drecBY applled or 10.0-0 a bradng. MiTek recdnmenda that Stabilizers and required crow bracing be Nstalmal during Buse erection,In aocomalae Win Stabilizer Installation glide REACTIONS. glumze) 4=73I0-53,2-5010echenical,341IMechEnlcel Max Horz 4=31(LC 12) Max Uplill 2=-08(LC 12),3-1(LC 12) Max Ow 4d3(LC 1),2=52(LO 1),3=35(LC 3) FORCES. (Ib)-M .Comp,Na Ten.-Allforce5250(lb)orlessexceptwhenehown. NOTES- 1)WI W:ASCE]-1G Vult=lWmph(3-second gust)Va -101mph;TCDL=S.Opef;BCDL-S Gpsf;h=25X;B7 5Ib L44ft;eay ft;Cat. ll;ENS C;Encl.,GCp1=0.13;MFRS(direcgolal)arld CC Exte0or(2)zone;C.0 for members and forces 8 MW FRS for readlons snow;Winner D01=1.80 plate glia DOIr1,60 2)mN table has been designed for a 10.0 psf bottom doral live bad noncpncuoent Win any other Ilse Iowa. 3)-This Buse has been assigned fore live load of 20Rfer'on Me bottom chord in all areas where a rectangle 36-0bill by2-0-0Y4de will 01 beMreen the bottom chord and any other members. 4)Refer to grdar(s)fa truss to then connections. 5)MIME macbanical connection(by others)of Wee to bearing plate capable of withstanding 38 to uplift at joint 2 and 1 to uplift at Joni 3. tlWIRNM Nary Enlgnpmmnna ur0 aEA0Ne7se M THEANO INLLV0E0 Glass REFERRN[E PAGE NY]4]]m.l 'stl14eEFOREVeE nPsJ —ell —.1 rMr,Mnek91 m-1 her o',tonk Mab only W nLuanele¢ '—dW ofd�n MINMWI conKvmnl.ml ala Gars-Balrnol[e.IM Nei ceCTwl must qday Me",al try of kNon wl—N.n. o[PAN N,'.leI Cepyx�lnbtt¢o_on GJd'xlale90n.eWgIMLMetlhbPovenlpeaVgol MAAld MmwaV W/d lwa memdmdYY.Radlln✓11emW1ay0J-f+aminanin_ NG ek- ktlway�a4YbOb YWIIYaMIOPnvanlcdryss wTh Po�an WIdx441kxYdW pds4Y Wn�e. iw garelsl p4Wux legolap xw lablcaewl slw[ga.dlNely.declbn aq MaMlp olMceiaMlnmari6ma WeENa1/MIh W GGIA. .pA 09Yk eL514ia•IpCmgrW OIPsb FM BM. ldaly Ye ,manaWadepmm lnm Wle lnsXMe.Rte N.lee S+16a1,9I1e 912 Nsiatllla.VRYtl1<. Twrya.R SM10 140b I Iftess NS T111351B9 Isla P M2 JxLCpen 3 1 'JOb Rell poxi BJtlkq CglpONN su",,J uxes MM,F1332Y IL.:9110..131 A11 Rex 8110eFYy s an Mick py.1. we]Wy 11 14:N:G3�Will Ib:P75d NhPWc2NSesL?bAW2FBvaN. iaABh1N IRjArIV'IWIplo eOFLIB 2 24A8 rose 1:13.6 4.62 12 2 2x4 II 1 � vti 3 4 2x4 I LOADING(psi) SPACING 2-0O CSI. GEFL. In Ons) Vpeg Uri PLATES GRIP TCU_ 20.0 Plate Grip DOL 1.25 TC 0.28 Vea(LL) 0.01 3 .899 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vad(TL) -0.01 3 .888 lisp BCLL 0.0 ' Rep SIMea Incr VES WB 0.00 Hou(TL) -0.01 2 Na We BCDL 10.0 Coda FBC2014?PI200] Matrx-MR Wrishi 10 Is FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 20 SP Np.2 TOPCHORD Shearrem Or2-118ocpurllns, exceptenpverticels. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 1060 oc bmdng. WEBS 20 SP No.3 MITek recgnmends that Stablllzels an regulretl cross bredng be InsMlled tlung truss mr tion,In eaprdance with Slablllzer Inaiallatlon gul0e REACTIONS. (Lax Ho 4=43(LO 12) (min.0-18).2=]]M1sM1enical,3=33/Mechahcal Max Horz 4=Q(ILC 12) Max Uplllt 4-110(L 12),2_51(LC I12) ), Max Grav 4_-110(LC 1),2=]](LC 1),3=53(LC 3) FORCES. (Ib)-Max.COmpJMax,Ten.-AIL lolces 250 gb)orless exceptwbenshown. NOTES 1)Wind.ASCE]-10{VIM=lXmph(3-sewn gust)Van=10lri TCDI-5,0ps[BCDI.6.Opre,M1=25g;B=455;­241t;eaI Cat. II;EN1 C;End.,GCO=0.18;MW FRS(Mrectlonal)an C-C Conen3)mne;CL for members and louses&MW FRS for reactions shown;Lumber 0O1=1.50 plate Blip 00L=1.80 2)this truss has been designee for 810.0 psi b0tlom chord live load nomimmred Am any other live loads. 3)'This truss has been designed for a Ilve load of 20.Opsl on the bottom chord in all areas were a rectangle 31 tell by 2-0-0 type Will fit between the bottom chord and any other members. 4)Refer to g oli for 0use to truss cmlredi0ns. 5)Prodde mechanical wnnection)by others)of more to bearing plate capable of withstanding 9l uplift at Joint 4 and 51 Ib uplift at pint 2. LOAD CASES) Slanard AWuses u, YVXydWHnprvrlelxvenC RE1a NOIE50N TIN9INnWLLWEO CE V.a E . NE ceyT vaWl torula aNY UAth M9ek®ttxxwlwe Mstleenn BlmlNaYYurmlrarl . . i.antl 1 - A d Lrol ba�SsMem P¢Iaeue.IMdatf3ptles��mul Valk nw gylk l�N olrlc�lnu 1 saM V I�ma IaY3IN, w WVdRWn. ®mNk]caletlaMpeVaJ WckllW elkxMkltl lemvrebwL Ml .mMn mr W tl ern Lv«k4 Mllek' aWu/sre[alre0bMtlNr+d bgawJcdltge Mlr[u¢lle Ca'�.a]keryaq PHW1I W^we. f (pw a -ke {WtlXytl. HM Pelle EaslBW. 9flNpyI aaae vHbay aecaMW Msskpo181mesaMLu¢TSIgr2 seeR1N/M14WJNCMnk P5Bd9 mho aCs MipC myrnnl FL HEfo saliYamoXm rnWEMe aan lne Rale MPM.218 N.1ee51ree1.SJ6312.P1em]k.VA1R31 E. - 1 itlryo Job T. T.Type ' Ow Ply T11f55400 12803TOA J43 Jack-Open 1 1 Job Refereree identical BMldirg ComporeRSupply, JMABarvillc,FL-32258, 81par 1320EI ex _i We0May 1]12I IO:p] NM1Wc?NnL?bAWFBef4- WSWNhlWoWG?IOBWIrolgygBNm,DJGLfM2A,Rb4_ 2-100 2-108 mY.1:13A SCO 1R I 2r1 1 I 3 A 2. 11 2-128 2109 LOADING(pM) SPACING- 210 CSI. DEFL In 0.) Weft UE PLATES GIMP TCLL 20.0 Prete Gno DOL 125 TC 0.19 Veft(LL) -0.00 3-4 >999 240 M]20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 VeARL) -0.01 3< >999 180 BOLL 0.0 ' Rep Stress Inv YES WB 0.00 HO1z(TL) -0.01 2 or. We BeDL 10.0 Code FBGW14RP12007 Matrix MR Weight.10 to FT=20% LUMBER- BRACING TOPCHORD 2x4 Be Ne.2 TOPCHORD Stmchral wood sheathig comas applied or 2-128 oc putllre, BOT CHORD 914 SP Not except and wricals. WEBS 2x4 SP No.3 BOT CHORD Deal ceiling directly alplled or l0-0-0m bracing. MITek recommends that SuNllzels and rsqu1:cross bracing beirelalled Curing tmss erection.In acorriftm with Stebllfear Installation guile REACTIONS. (luau¢) 4=107A)58,2=]511Aec1lanimt 3=39Mechanlcal Max Horz 4716(-C 12) Max Uplift 4=e(LC 12),2-51 ft-C 12) Max Gmv A=10](LC 1),2=]5(LC 1),3d1(1-0 3) FORCES. (Ib) Max.Comp rMax Ten.-All hies 250(Ib)or less except wren shown. NOTES 1)Wind:ASCE 7-10;Vult=130mph(3-second gasp Valli 01 mph;TCOL3. psf;BCDL=5Ape(h=25X;371511;1-241t;Aons7- ft;Cat. 11;Exp C;End, 3CpI=0.18;MW FRS(dlredlonap anal C-C Ededor(2)zone;C-C for members and forces&MW FRS for reactions shoes;Lumber DOL--1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 pal bottom chord Ilve bed nonconcuaent 1Min any other I've leads. 3)'This truss has been designed fora live load of 20.0paf on Me batten clmrd in all areas Alters,a rectangle 36-01ell by 212 Mde vitt fit between to Whom chord and eery other members. 4)Refer to Arder(s)for truss to miss connecbare. 5)Provide mechanical connection(by others)of Wes to bearing plate capable of wflhafarding 6I uplift at joint 4 and 51 Ib uplift at lit Q WAIIXWa-VWIIyWrllnyvalx=m4aFAe NOiEB ON like A.MCLVai YI[NPfns..IAOEa6]Il]m.f M/b BEPoNEY4E. fbdT Wtllu vecrYYMIn M11eA®con¢cMrs.Phtkw2rklwed MYeWa pamvlas LwuT aN ru,, MMAM U.MMccmWr¢ntml pInuryalan.P¢IweulaM WD.M)da4Wr ulvalNlMpctgryMrMYan WanelarsmlwW+nivncamrole�MOmldn nm Teoveral lrlp WAx�BafptYxCNedkiowa'/we drr%Rxr9atYYhxFI ln6wena'A/utlrvdmerntc�a�Nv.A�I�Ibrdiempnay maprmannla¢on ewawr«IAedlaAmnrmoloweenlcollm®�+In1�a�Aaeebrre Lt.v.rvf wadv�aaan. ren wawa eMdr.�ara9�are Ire Ndc 'rtal Geb9Y.MacMnatllmcl9aWmBadlMMinrRxelNaVIM10WMCMwb.Osad9 Oa BCL BWIgearTuxnr KW Pe isiF1.1. ldaly MprMm owMEb tan 4wlpNY6Mee.41BN.lee SkeeLSxp31 R.O9a�ag4a VAY1311. rya,FL]3910 mm YpAOrty ply I TtIt551d5 t2Ba9TW TO1 GgBLE t JOG P6lp-11 o 6onel &I'glYl CaigwwrB 6yn!/.JeviawrvYk,FI T1P5a eve elfOBLW912a1]PSesL?l0e?FYV 1LO I!"T M, agIbbIWMeyt]1139:LAI1 Fat ID:p)5tlNNPWc9NSesL9GAw2Feva1491 L8hIZYl?Ozoyglzbt PNGryYHezEDfl6Y8]K9z£Zep 3i-00 D9-0 1 3810 6644 O."pa sng.119f 2x4 II Me- m 11 B ) 6 360 12 is, z.4 II 10 3 N6= p 16 qp i6 pppp M �6 12 1t f0 B � 1 2G II 4r5= 2W i SW I 6 0`4 z &BO Oi-12 pod pgg mete Ogsete mn t6:0-3-00301 LOADING(psi) SPACING 2-0-0 CSI. Di In (to VM Lb =I S GRIP TOLL 20.0 Plete Grip DOL 1.25 TO 0.86 Vali 0.42 1611 >28] 240 MRO 2441190 'TCDL 10.0 Lumber DOL 1.25 BC 095 Veri -0.491011 >246 180 BCLL 0.0 ' Rep Stress Ina YES WB O66 Horz(TL) 0.01 8 No We BGDL 10.0 COW FBG201 d/1PI200> Matrix-MS We19M1C 4810 FT=20% LUMBER- SPACING - TOP CHORD 2x4 SP No.2 TOP CHORD Shashi or Sl1 4 oc purlins. SOT CHORD 2x4 SP No.? BOTCHORD Rigid calltrg directly applied or 2-2-0 ac Wrong. WEBS 2x45P Na.9 MITex bloom an that Stebilizere and required atlas bracing OTHERS 2x4 SP No.3'Excep' W InslNlatl Zu lmse medbn,In aaordance with S ulizer 8-13:2x10 SP No.2 Installation Itle. REACTIONS. tardiest 8 382/0-5-8 (min.0-1-8),1=38 " (min.0.1-8) Max Horz 1=106(LCeI Max Uplift 8=-24](LC 8),1=-240(LC 8) FORCES. (Its) War.Corned er.Ten.-All tomes 250 Qloa lass exceptyhrinshown. TOP CHORD 1-18=-951/110],2-18=-811/1113 BOT CHORD 1-12=-11before,11-1 b-1159x809 WEBS 2-12=d07O96,611=-5261389,4-10=26]/305,69=563140],8-1}-0051539, 613=-40]/542,z-n=-108511394 NOTES 1)Wind;ASCE]-10;Vall=130mph(3-frexM gust)Vasd=101mph;TCDL=5.0,f;BCDbSOpsf;1e25h;8�5ft;L-241h,eava=4lt;Cal. II;EVC;Error,GCpI=0.18;MFRS(mre sionsm and C-C Exledor(2)Od 12 t064-12,Ihtrtlor(1)04-12 10 9-10-02one;banister laftledifferai PorcM1 left and dight exposeQG-C folmemWmanefames 8 MFRS forreectlore shown;Lumber DOL=160 plate grip DOL=1.6O 2)Trues designed for wind loads In the plane of the Imss only For studs exposed to wine(normal to Me face),see Standard Industry Gable End Details as applicable,or consult qualllied building designer as per ANSIRPI 1 Trues designed for Wad loads in the plane of Meimasonly For studs exposed to Wind(normal to the face),see Standard Industry Gads End Details az Applicable,oramoult Waited building designer as per ANSUTPI t.Truse designed for wind loads in the plane of the Was only. For studs expmed tp wind (normal to the face),we Standard Industry Gala End Details as applicable,or consult qualified!Wilding chly, ares per ANSVTPI 1 Tmse assigned Imwlnd loads in the plane of the truss only. For studs exposed to wine(normal to the lace),see Standard Industry Gable End Details as applicable,or consult quallfled building desigrear as per ANSVTPI 1, 3)Gable studs spaced at 1-4-0 oc. 4)This Was has been tleslgned Im a 10.0 psi Whom chand live load nonaro urarrt with any other live loads. 5)-This abuse has been designed for a give load of fiddled on the Whom chord in at areae seems a mdangle 3@0 fall by 2 00.0 enter Will fit Wlween the Whom CWrd and any other marmixes 6)Phi Marini connection(by Where)d truss to bearing plate waste of wiNslaMing 247 Ib upllh at)ant 8 and 240 to uplift at joint 1. LOAD CASE(S) Standard QWkaeYtrn'AuWRWNraa9l-AYeidesbodfKynWpY�UMsrAawbpWart4e/lIBl.edl�cruusaedeMssiNvelur"bxWrCpaarW"r�1u4'tu0n4,y-'IWEuNJnAeg6fttmewa1rlXYCeIXEmIgIWAEeM.w)mIAlMmviou"hMmeour mEm Grmw6b .fares n.mg plMe npqyofor �o gladaR3n MAoStEh em nNgfiarheari9ti.hP —.buddoQonMUnUa. wreffrnf NaMrclemW nar em rwaJ9LLi4uogsi Mr10 k' M1YMPVi>Idgh tlsNay.axe ast order pd1.md,.1. alarm®aVIri Oudly CdlMa.paed9 and ie9WMBCemppeYB BBDO side,EWBMtl. ldeyMmrr4BM ayrtletan FHppIBYpMe.RIa N.Iee B6es1.SI1e 312 Pb40elltr VPY1311. Tena.FL 3M10 russ lose ype n11sMM 12apTM ii@ M]IppRLH 6 1 Jab Relerene6(options) BJNNp CwrycrcN 5L1{ly,JavtavrvYIB,F13PY5e RLn:811a9N1911a NS.-? Al FBbd v-1kBPjKitk U5u?PX WM ]14a.NjV]Pap 1 ID:DTSdNM1PWc?NSeaL'fGAw2Feve141kBP%QKeIO USNn%iIX50O�T2WenBljVsgU Zeb S]d Pao Ia" 17-0 aYe aae 2011 Sun. 1:18.2 3 4 3.0h FI2 12 2 ff 1 �d 3x8 II ] 0 30= 5 0112 Fhb 9.90 1650 0412 5-212 41d 080 Plate OftaeM OLY}. fTO0-00-1-]I Daae CEoel LOADING(psi) 6PACING 2-09 CSI. DEFL. In (loc) Vtle9 W PUTE6 GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Ved(LL) 0.13 FT >9T8 240 ML20 244190 TCDL 10.0 Lunber DOL 1.25 BC 0.T1 Vert(FL) -0.13 S] >BI3 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.30 Horz(TL) 0.01 5 We We BCDL 10.0 Cotle F0C2014RPI200] MeM%-MS Weight: to FT=20% LUMBER- BRACING TOP CHORD 20 SP No.2 TOPCHORD Sheathed a 6-0-0m purlins. BOTCHORD 2x4 SP NO2 BOT CHORD Rigid ceiling A'reabyappGad or 4-8-14 oc brn0irlg. WEBS 20 SP No.3 MITaff recd One in Stant-he -d required cmes bracing WEDGE be'mslalle0 during truss eredbn,In acwrdence vnM Stablllzer Left:2x4 SP NPP Ins=lion aalde- REACTIONS. (IIVslze) 5=31Iro-S8 (min.0-1 8),1= art 1mirt 0.1-8) Ma[Horz 1=110(LC e) Max Uplift 5=-25](LC 8),1=-258(LC 8) FORCES. (Ib) Max.CompJMax Ten.-AII forow 250(Ib)or less except when show. TOPCHORD 1-11=-78318fi7,2-11=-755R74 BOT CHORD 1-T=-929/)32,8-]=-9295-32 WEBS 2-7=417rz79,2-6=-]96)1009 NOTES 1)Wind ASCE 710;Vult=130mph D-secoM gust)Vaal=101mph;TCDL=5.0psf;BCDL=S.Opsf;Ini B�bft;L=24q eave=4ft;Cat. 11;Exp C;Ery I.,GCp".18;MFRS directlonal and C-C Ededorj2)0 O0 to"0,InterioRi)SO-010 9-10-0 zone:wnglever left exposes;porch left and right ax,osed;C-C for members and forces 6 MFRS for reactions shorn;Lumber DOL--1.60 plate grip DOL=1.60 2)This tures has been designed for a 10.0 pet bottom chord live load nonconounem With anyoMer live loads. 3)-This truss has been Well for a Ili load of 20.0ps1 on the bottom chord In all alese water a rectangle 3L WI by 2-00Woe .11 ift beMxn Ne no0am chord and any other members. 4)Provide mechanical cormealon(by othem)of Miss to bearing plate capable of Withstanding 257 M uplift at joint 5 and 256 to uplift at Joint 1. LOAD CASE(S) Standard MINYIp OeyyGNn1.1rieENREUeE �4 PofO,u . WA MIeIIAcmrecb,rlMMy�l6PastlwJYW rW�elers 9gvm,mtl knw mivAVN.rl datllglmmp�rent rot eIlol iwlnn.�lua uw.9¢dM,rq CafRrler mnlveMy MeapMlcWINofdswP,Lgarwla9uq PM-�IIY IrlcuMaal��kdvPdn Mn tt¢cverdl awnD 0999n. aaurw rlaornaeala we•ar.lwanwo,auwm�wabawm<rwmarlml.am.Aaalmnlerr,wrm me earll,�warnarne MRek' aalwvR eaTlretlbSkh.., bWewrl t.41Ofm Mm MOMe�IwMkery am gcP�lY aal,�,,ka9ar,ari'19aYh,co,e0ubgire IClnkdbLfinapa.�Way.ere[:0mm[Il Ouster lnvesaN aussyYn tnt, I91/1%I V GTX�lo,b9a-09 m1 aC51 P11vp[MIpOMY 6¢W P,.,a MIV WpIrldM wtltlye Porn 4rnR aFireer1a.21aH lae5hae1.406312 Ne9aMMi VRYLi11. Ter,p.FL TB10 Job Trus Thos Type G Pry 12883fl T03 MONOPITCH 1 I Tillotson b Ref wxny unpyonenmaygydecxmmme.tt-456, s4'0 81106 APr1320lMusjasIl a_WWMd8y1)12:57:21201]_ Paget ID:P75dNttPWC?NBeeL?Mr2FBdjaf4 A _HRoYW]2EWInEKI81AtaN2FZOTBkxFb3y P88 P1 6P0 l-ce 7 oo 'M II Si wi 3 t 300 V2 2W I 2 11 10 1 f Id e 3 4= d6- 5 o3D )8e 814 Plate Dtlseta D(T)- I1:0000-14111'Pi-1007-121 DOMING(pat) SPACING 2-DO C&. F�M�FL in gx) Udeg W PlAlE6 GRIP TCLL 20.0 Rete Gdp DOL 125 TC Ofi5 0.41 &9 >245 240 Ifif 244/1181 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Veli(TL) 0.40 Gg >253 160 BCLL 0.0 ' Rep Stress Inw TES WE 0.16 Horz(TL) -om 1 Na Na BCDL 10.0 Code FBC201d?PI20)7 Matdv-MP Wai Wto FT=20% LUMBER- Bf4ACING- TOPCHORD 2x45PNo.2 TOPCHORD Stmc ralw sheaM ElreGl BOTCHORD 2x4SPN0.1 BOTCHORD Rigid ceiling directly applktl of co taming Owpurilna WEBS 2x4 SP No.3 xhi recommends that Slablikrseand requlretl ansa bredlq WEDGE Lek 2x4 SP No.3 be installed Oddlg imas election.In aaordence iNth Sfabllimr flstdd1009R1da. REACTIONS. gbtall 5=29eb-70,1�32(Y3-8 Max Hl 1=88(LC 3) Max Uplift 5=20018),1-208(LC 8) FORCES, (Ib)-Mel[CwnpMtax.Ten.-Ail forces 250(Ib)orless except when shorn. TOPCHORD 1-2-341= BOTCHORD 18-387/328 WEBS 28-484/543 NOTES- 1)Wind:ASCE 7-10;Vult=13(imph(3-second gust)Vesd=101mph;TCDL=S Opsf;BCDL-5D,%b tb25ft;B=45f1;L=24ft;eavIl Cat. 11;EV Q Eni OCpt=0.18;MINERS(tlrechi al)and C-C Excal 2)POO W 3-00,Intedogt)30-0 to 7-108]ogre;cantilever left exposed;porch lett and right elyosei formembers and forces A MW FRS for readlons shown;Lumber DOL=1.80 plate grip DOL=1.60 2)This buss has been designed for a 10.0 pal bottom then INR load rencencunent Win any other live loads. 3)'This truss has been designed fora live lead of 20.Opsf on the bottom chord poll areas where a reclengle 3801811 by 2OO wide TAI I t between the from chord and any other members. 4)Provide mechanical connedlon(by others)of buss to beatlng plate capped M Withstanding 200 to uplift at lent 5 and 206Ib uplift at John t. Q abs.-isaft, {lnpvrmWmNPFbe/prEB ox]ws.wpwauueourtexaasauxcEPlraw]dnnv.+oom+a9eroaeuse. ballon lwn" M rIIM re� ��Ielvaki. .etl.1.1n>mar.o Tiwrtm]nla m.1.WIJa✓dcm�txwmr n,i 4+ow mlMadeLL3n paandsxv.pM+airncuipwume5 nmtt¢ousel Wu'4Oe0Pi Hmi- glNh_aler a.pon—l.r9a WJMJW .11i 19nnwaY Valrnmaenla"no Iek• k dwr.000dbSprMrtlWIOPowerlcwlgfe MnV aCw+wM rLry aft WXMnY Mntpe. fwpenwwrJmice rerwwre ne Ilnya ahxrge.delNa..maI.I 1 p.4,.fee m�¢s.cp,exxurvar, Qllwhoaad9aq aCLWMgCwnpalw4 aew1111..ME WNxagn�m aeta4Ma Ppn I-pole MMe.RIa N.lee Street 3J631R,OlevmNo,VRYCdId. Teirye.11]talo Job T. Trues Type City My 60 12083TOA TM MONOPRCH 2 1 Job Reference IOobmNl BUIMnS Componml Slgply, JeckwnvilN,FL-32256, 6.1106AP132017MRak lndueNea,fro. Wed only l]125]:22201] Page 1 ID:D]5CNDPWMNSeBL?bAv2FB9a145YINkBHM6]SSo1prKO81OBNGGrg6il BNXeezFb3x 6 PO YS6 aPo o6a SCBIa-1:141 2 3 300 V2 10 9 t 3® II 51_4 I ms= 4 p3-0 ]38 660 720 PIarr OiMeN DCVI-- D:D400.1-11111:03A.Edgel LOADING(PDQ SPACING 240 CSI. DEFL. n (lac) Well JdTW20 ES GRIP TGLL 20.0 Hate Chip DOL 1.26 TO 049 Ved(LL) 035 SB .244 240 244190TCDL 10.0 Lumber DOL 1.25 BG 0.59 Ved(iL) -0.35 SB .243 160 BCLL 0.0Rep Shaes Ina YES WS 0.0] HOOQL) ON 1 No Na BCDL 10.0 Cone FBC2014,TP1200] wm.mP t:26 lb FT=209. LUMBER- BRACING TOPCHORD 2ts4SPNo.1 TOPCHORD Slmctural ailed sheelDing draddy appPe,or 60"oc punire. BOT CHORD 914 SP No.1 ROT CHORD Rigid ceiling direc6y applied or 1040 oc building. WEBS 2x4 SP No.3 MTek recanmendsthot Slabilrose end requiretl cross brednp WEDGE be installed nuMg Russ erecWn,in secondaries won Slate lion Left:2x4 SP No.3 Installation guide. REACTIONS. O"iza) 4=258,0.5-8,1=208U638 Max Hors 1=]6(LC 8) Max Uplift 4=-1]3(LC 8),1 180(1_0 8) FORCES. (1b)-Max.Camp@dale Ten.-All forces 250(Ib)orless exceptwtlen shear. NOTES 1)W Ild:ASCE]-16 Vu11=130mph(3-secmd gist)Vasa=101mph;TCDL-5.Opah,BCDL=S.Opak h=25X;B=49[1=24X;eavil Cat. 11;Est,Q Encl.,GCp".18;MWFRS(nirectiorei and C-C E#erior(2)000 to 3-",h Nuor(1)M-0 to6-100 zona;cantilever left exposed;ports IeX antl tlghl egmaen;C-C lar membene and brces 8 MW FRS for readiona ahoWn;Lumber DOL=1.60 plate gdp DOL=1.60 2)This wss has been designedfora 10.0 psi load 20 churnn th load nnnmzunall vara s violber live leads tangle 3)'IDIS buss has been neslgned for a Ian load o120.Opaf on the bottom dpN in all areae vAere a rectangle 3-8 0 tall by 2O0 witle MIIfit between is DOX)mchon and eeryother members. 4)Pint 1. medtmlcal mmedlon by others)of buss to bearing plate cepaMe of Mmstanditp 173 to uplift el lodt 4 and 1801b uplift at Joint t. QWII1NWa-VMNaWYngmiMWeWMPFIO N)IES pI]N34NO Ne{WEO MIEY aEFEe4XCE IIOEY)IAm.le0.tS01PBFfOM U3E pNq�Wltllw uwwJy wit,Mleka m'recM2 R1[�u-b 1 >NYalxn Pw incrnete. ag6lertyIv tM .nem t.nscmtl.roi NmrySan.Palae ue.11'e My]M nMldri.1 n�x.3YledMlryd)uncil.n.,t.rst..1.ybca 'a"evus, info Rdwutll IaAaDe®q.a«tgk�ai.0 uMle neo txeveul o-x:klknoluaMrw lansww�eo,a..ame,mm�orlr.6ddno�a lemL,wwmdnennawnl lxrona g Y UMaA retBlPlb Mlyutlbgewaxlq Honlb pemx]Mry MdpwWaY ekmWR. fu 9W�Wd pl]vice�MN4MI Te as.Peu.E.. AYAaalbx.luaen.tlyuay.Nec{MagYKKYpdMm[ax1 M�¢¢ry51mK MN31/1NI Q.dNCAxIa,D56MaM K51WWnPCanxaarwa SY.IrkMMm awlttleM1dnlw lMle FANR.RIBH.lee5hae1.SM312 NemaM¢VI,2'Yf IE. iaripa,f1_aS10 Sob Tina TIuwTYpa Cry Ph, 66 W g28G3TOA TOS MONOPITCH 1 1 `^alar. as —loD4onap &alplp Canponenl5upply, JacbgMlle,FL 32258, 3.1C?NS99 ?bA0 F af4 I6y"kBH,I 7S rKQ91 NFlgllllBN Page t IO:p]SdNM1PWc?NBesL?bAW2FBneN-15VII9kBHRAS]SSDnerKO81MZNFinjiHBNXeBiF53x 60'D 71 an 6]-0 1 e0 a1a�o W11 3w.=r:16A 3 4 300lz &1 z n 10 1 l 6 am I a 3i= sv5= 5 34 bail ]ao alae Plate Olf,eis lX Y)- 11.0.600.1-11111 O38 Etlpal =. ,.b ACING 2n0 081. DEFt. In Qac) Wail UO PLATES a0111P TOLL te Grip DOL 1.25 TC 658 Vad(LL) 0.11 8A sID] 240 MF20 204/180 DOL 1.25 BC aw VarIQL) -0.43 69 s233 1Wpess Ina YES WB 0.10 HOrz(TL) OW 1 Na Ne tle FBC201411120W Maid,-MP W Iht:331b 1=209. LUNBER- - BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Sbuciuml v she, directl BOTCHORD 2x4SPNo.2 BOTCHORD Rigid cellingenrec1lyapp8e0 or 1009 brecnO xyudins. WEBS 2x0 SP No.3 MITek recommend,Plat StaNllz m end required cross bratlng Left:2M BP No.3 WEDGE be Installed during loss bracken,in aaordance, Sterilizer �' InsgNledm,utile. REACTIONS. IgWize) 5=29&0-]-0,1=33009-8 Mar Horz 1=80(1-08) Max Upli%5=-100(LC 8),1=W(LC 8) FORCES. (b)-Mex.COmp4v1ax Ten.-AIIlomea2 (1b)DllessexoapinM1anshcvvn, TOPCHORD 1-2=-346/133 GOT CHORD 1{Y 195930 WEBS 28--4]22]8 NOTES 1)Wind:ASCE 7-10;Vu11=130mph(3aecond gust)Vasco=101mph;TCOLS.0Hd; 3CDL=50gsi;lft 5fl;B-45P;L=24f;eave=g t;Cat 11;EV C;End,GCpl-0.18;MFRS phrae Tonal)am C Exlerior(2)Ono to 3-0-0,Interlor(1)30-0 to 7-10-0 mne;C-O for embers and forces 8 MFRS for reactions shown;Lumber DOL=1.80 plate gill,DOL=1.80 2)This(Fuss has been designed for a 10.0 par bo0om chord We load mnconcurrenl Will any other live bacs, 3)'This tines hes been designed for a live load of 20.0psf on the Whom chord In NI areas where a rectangle&8-0 tell by 2-0.0 vik e W11 fit between the region,chord and any other members. 4)Provide mechanical connection(by others)of buss to baatlng plate capable of vnthslendir WO lb uplift al joint s aM g0 re uplift at joint 1. a . berxN4xp NaL Uel0 artxaeeu4nxrnar]4n�...1APaaareawra uea. CakT�Wp Ia u.aYYrMln IAlleldDrnDrecbn.Rt�LLa�6 L¢tdaYY�Wc W�anel.n Lwvm.ad6lam MgvMVI dAtlLgcanpannt rot naowN�a.aelw.�...m.ware a.drer+man.�amvineaumaully la.peel#amerea�nna>�IYLw�rn.na.sae m.11,dor.ael MIT6k' WJgi.a¢lplMtNed abpevntl[ucl&golYM1]r.l MmweD W/ncldtlmdn5ai M1V.M,xa✓J 1amW W oW L.miaml hxtrp kdwaya�.Wadb tldilNT]Iu pevaYCM[..ws vAmlwada WwdL4ryagP�Md�a0."�, fagaimdgiYtNice�a�ryp T. P'Gk[IML Na�..tlalNwyerecWnad bnlN of L�ry.aQgln®vyibnu yNN/M1GdIyCMb,pSBMaM aLR NpypCangp�wtl WM V.A..1.Mtl. td.IY M1.y1DOIM wrltaMe adn M1im M.xisDDA..PI,N.Iee Strml.9lle a12II.Ntl�a VA22114. Txrya,FL ea,1D Job Toned Thos Type Pk/ 55490 12B83TOA TOB (SABLE 1 1 Job Rleraftre(Opposed) BUMIfg Comporam8upply, Jaduarville,FL 32258, Soneftelitho. Mayl]16309Page 1 ID:D]60NhPWc?NSesL?Wv2FBzul4]H616VMp2kIyl�IMMZytrZerndiWiWb7sG(]MMZFb3w 3110 88-0 1O5A 8410 5i6 PPB B ] S0W.1'.168 8M 300 FO I 5 R1 a 3 2 16 a.6 II ` T 16 14 13 12 11 10 5X6see I = 9 030 34-10 880 5 3 Bib PB8 PIeM Ottede(%Y)- 110:0.3-003+J1-oj LOMIMG(psi) SPACING- 27 CM. MIL In (Ion) NfeB I/d PLATES GRW TCLL 20.0 Plate Grp DOL 1.25 TC 0.48 VW(LL) 0.1]1415 >]14 240 MT20 244/180 TCDL 10.0 Wmber DDL 1.25 BC 0.5] VW11(TLj -0.191415 >629 160 BCLL 0.0 ' Rep Stress Incr YES WB O.M Horz(TL) DOT 9 we We BGDL 10.0 Code FBG201MPI2007 Wide MS W"M:4616 FT=2096 LUMBER- BMCIM TOP CHORD 914 SP NO.2 TOPCHORD Slmdural wood sheathing directly applied or&Oil m pullirle. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid coding directly applied or&8-4 m bracing. WEBS 234 SP No.3 MITak recomm.Me that Stablifted.and roof cross bonding OTHERS 2x4 SP NP3 ba metalled duNg tmss d.U.n,In accordance wlih Stadlizer REACTIONS. (Id§Ize) 9_381N-58,1-1odO33 Installation guide. Max Herz 1=108(LC 8) Max UPIN 8=-244(LC 8),t-244(LC 8) FORCES. (Ib)-Mex.Comp.Mlex.Ten.-AO romps 250 1]6)Or less except When shown. TOP GHORD 1-2=-e]1035,23-850933,&4=939nM,45=4321030 BOTCHORD 1-15=-]8]/829,14-15=]9]/829,1394=]WM28,12-13=-]9]/629,11-12=-]9]/829, 1011=]9]/629 WEBS 5-12-397l27,5-16-8ll/l W3,1096=31&100.5 NOTES, 1)Wide ASCE]-10;Vu11=1Wn-ph(3-second gust)Vasd=101mph;TCDL=50pst;BGDLd.0psf;h=2511;13�5ft; --248;eaWo Aft;Cat. 11;Exp C;End.,GCpi=0.18;MFRS Onectlonal)and C-C E eenorjP)0-412 to 3410,Intenor(1)34-10 m 9-10-OMM;caMltever Md exposed;parch left and right exposedI for members and Iomed 8 NPATITS for reamers shown;Lumber DOL-1.60 plot.all DOL=1.80 2)Tran designed for Wind!dads In Iha plana of the truss only. For studs exposed to Wind(norms!to We face),see Standard Industry Game End Details as applicable,or consult quelifled building designer as per ANSIT P11. 3)Al plated are 20 W20 unless otionahe indicated. 4)Gale studs spaced at 140 cc. 5)This truss has been designed for a 10.0 psi bottom chord[No load rwrsoncuaent WAp any other N.leads. 6)'This tNss Fes been designed for a Iim load Of 20.Opsf On the bottom Cfwrd In all epees Whom a redmgle 3-6 0 tall by 2-0 0 WOO w111 fit between the bottom chard and any other members. ])Psolds mechamost comodtm(by others)of Wed to bearing plate capable or wlthemeding 2" In uplift at jdnl9 and 244lb uplift at Joint t. Q wAiiNMp- res.NEI.UOfaY'IEa eerteAXCE.46E Wi m'.1.11 BEIOPf UY LNf1T...diy who Mld®cau¢cba Yaddid"..MV NwnP .No Lwwn a'dh lw m IrcM.r UltlLgcmmruWinL roi M1�R Whom...use.11w d11UrYb+f2l add WelIr/IMgYlcdllly Ul.on paaeelersdx]r.W.+"I k+Nrwvde me de63l1.1.Te—.1 Is dlapdWT.II¢BV IMtt11edY PrewnuwvdkJAa NUW.mid/uclv.emU.1..',Ny alalli,rnllemv+rm and ceremriedaacFe MR6k' idM'.]Nr.PeetlblfMYY'/uW bPelae[Wya WTIYYMPoIWWI B'kcYm]gdr.lYd�nWe. Fr 9erweY FUBN.we4.dR Te! WMbr4 Caere.d&Nery,xBtBtnvgb¢YvdB�aMlnaeyalarR MXN/61aW1y C41�M.a58-09 and BCL IYYB.p Canpamnl 664 F+We.�1aIY6. ]WIWB.anrvr a�b't9e M1an In®1LIeB�rle,RIBN.IeebTML SIb 312 PlearnNb VAR2119. Terry0.FL 33810 Job Truss Thus Type Ply 5 91 12063TOA T1B deg Hip(6irdW 1 1 Job,Reference(pinonall BUedmg Compounl SUPOy, Jednomlllq FL-32256, a.1106 APs IS Set?Mi Tek IMUMea,kn. Wed May 17 12S724 017 Paga1 ID:p7WN11PWc?NS L?bAY FBziaf4.bTPMRp2OpNmbB oV5NnXAumFeY m,,Eb3v I 200 600 2'00 600 WAILED bass-1:13.6 45= 600 12 'AILED 3 11 6v6 2 1 2 5 6 x4 II NNLFD 3xa 11 280 600 200 p0 Plate 0116eta IX YI- f1-0.1-00.041 LOADING(pep SPACING- 200 CSI. DEF,. In por) Weft LW PLATES GRIP TCL, 20.0 Plate One DOL 1.25 TO 0.31 ihajL, 0.12 56 x605 240 MF20 244/190 TOOL 10.0 Wmbx DOL 1.25 BG O.B4 VeQTL) 6.27 56 5259 100 BOLL 0.0 ' Rep Stress mcr NO W B 0.05 HO2(TL) 0.19 4 No Na BCDL 10.0 Coda FBC20141TP1M7 Mmdx-MP Weight 251b FT=20% LUMBER. BRACING, TOPCHORD 2x4 SP N0.2 TOPCHORD Structural araC sheathing dlnectyapplied or000 oc purlins. BOTCHORD 2x4 SP No.2 BOT CHORD Rgid rating Arecllyapplied or 10.0-0 o,biesi WEBS 2x4SP No.3 WINS,mc0mmerlds that Stabilizers and requlred crass Mating SLIDER Left 2x0 BE No.2160 be lnstNled during Miss araction,in accordance Win StaNllzar Installation ouide. Ma REACTIONS. slxe) 1=243N-56,4=113RAechanlcN,rzl2MMechenical Max Herz 1=35(LC 8) Max UPIM 1=69(LC 0),4=-06(LC 4),5=-Il(ILC 5) Other Max Gmv 1=2/3(10 1),4=118(LC 1),5=139(LC 3) FORCES. (Ib)-Mex.Gomp.AAeX Ten. All forces 250(Ib)or Tess except sslen shorn. TOPCHORD 1�--003h41 WEBS 36=-260/136 NOTES 1)Unbalanced=111ve loads have been couidemd tell this design. 2)Wind:ASCE 7-10;VUIW WMph(3-second gust)Veld=10lmph;TCDL=5.Opsf;BCDL=5.0pe(h=251,;B-t51t;I-241t;eeve,lk Cal. 11;Exp C;Encl.,GGp1-0.16;MFRS(Mrectiatai);Lumber DOU1.6D plate grip DOL--1S0 3)Provide adequate dmiri to prevent wafer pending. 4)THIS truss has been designed for a 10.0 psi botl0m chord live Iced noncmnurrent Wth any Other live loads. 5)-This truss has been designed for a live Iced of 20.Opsl on the bo1,am chord in a0 areas whom a rectangle 366 fall by 2-06 Wde WS fit tension the bottom chord and any other members. 6)Refer to girder(s)for three to truss connections. 7)Provide mechanical connection(by others)of truss to hearing Plate copade of Withstanding 59 lb uplift at joint t,ee Ib upon at joint 4 and 11 Ib uplift at joint 5. 8)'NAILED'Indicates 3-1W(0.1461,1')or 3420(0.1/0"0,25-)toenails per NDS guidlines. 9)Hanger(s)or other conneaien device(6)she DB brooded sufficient to support rAlcentmted 117 to down at 2-2-2 on touch chem. The tlesigNSMectirn of such ramection novitiate)is the Ho ponslbllity of more. 10)In the LOAD CASE(S)settler,loads applied to the far»of Me truss am noted as from(F)or back(B). LOAD CASE(S) Standard 1)Dead a Roof Live(balarKed):I-Mi hmreaae=1.25,Plate Increase-1,25 Urttmm Loads(pig Vert 1-1-60,34-6D,5.7=-20 Concentrated Loads hi Ven:6-7(B)12=3(B) QWAaNNa WNxbYp pemmWxWPF1 E SEF �1T�6dlw uYY IMtla53 bu,Nrd 1Y L " r ' dN11 WXia Mlwa Ir L AIA Iw{ 111 1 wpdeepn AactpY ie t.fl l t oL { i 1 .. Y n In I hr�✓tui MITek k Auvy[raaW(n 4LY yr h rYumn wth coli f*'hu iwllrpry r1 b xutx edbsjb In dalNwY.aJe:dbnattidMlva el lius+saxh 0usmlan¢moA1l51TIl OYJIh O11eup,D66d9aN eral6uiMng 1—tion-11 WM PeIXe Eat BNJ aylly MMayplh w(Ad ran I— jhut. 2r N Lea to-1.9Me J l 2 lielar Lly V..I T,IT aebta Jab Truss TvaTYPe Py 55 P2 1 MTTOA T20 Hall Hip G1rser 3 1 Al,Relarexe(optional BdMrng ass ompmxer Supply, Jacksomille,FL-32256, 8.1108 AM 132017 Ml I.IMusNes.Inc. Wen May 1712,5):242017 Pelts IU:p75dNhPWc?NSesL?bAw2FB7Ia9 bTIP3rlRp2OONmbMWV6N ulFe VasisEFb3v 200 .0 200 w 0 NAILED Sub-113.8 415= 5.00 12 NAILED 3 1f 4 Sr6 2 1 12 5 82W II spatiY NAILED 218 II 200 80-0 260 btr0 PINe Ottaeta IX.Y)- 11:O18Ob41 LOAgNG(lard) SPACING- 2-00 CSI. DEFT in (Im) Well Un PLATES GRN TOLL 20.0 Hate Grip DOL 1.25 TC 0.31 VWHLL) 0.12 68 >8W 240 MT20 24VI60 TOOL 10.0 Lumber DOL 1.25 BC 0.64 Verl(TL) -0.27 5.6 >25a 180 BCLL 0.0 ' Rep Share lncr NO WB 0.05 Horz(TL) 0AS 4 Na Na BCDL 10.0 Code FBG201dRP12007 Matrix-MP Weight 25O FT LUMBER- BRACINO- TOPCHORD 2,4 SP N0.2 TOPCHORD Sroctural Soo-sheathing timidly appbed or 000 of,pudbw. BOTCHORD N4 SP No.2 BOTCHORD Rigid calling dreGM applied or 1000 oc among. WEBS 2x4 SP Ho.3 FMITek recommends that Stabilizers entl required crow bredna SLIDER Left 2x6 SP N0.21-6-0 I be Insetted clue,[mss erection,In accordanm with SanNlizer REACTIONS. (IbxHo 1=243/0-58,6=1 tBIMecfwnkel,x124MMchanlW Installation guide. Max Horz 1=35th-8) Max Upllb 1=80(LC 8),m-66(LC 4),5=-11(h-5) Max Grav 1=243(-C 1),4=116(LG 1),5=139t--3) FORCES. (Ib)-Max.Comp.Mfax.Ten.-AI forces 250(Ib)or less except viten shun. TOPCHORD 1-3=4031142 WEBS 3}6-26011W NOTES- 1)UMala x,ed mol live loads have been considered for this design. 2)Wird:ASCE 7-16,VUIt=130mph(3-sevord gust)Vas,=l Ot mph;TCD",Dpsp BGDbS.OpsF,h=25X;B�Sft;t=24ft;eave=4fl;Cat. II;Exp C;End.,GGp1,D.16;MW FRS(directional);Wmber DOL--180 plate grip DOL=1.60 3)Provitle adequate drainage to prevent water pgMirg. 4)This tees has been designed for a 10.0 last bottom chord live load rmnmncupent Win any other live loads. 5)'The truss has been designed for a live load of 20 Lpsf on Ne Whom oford In YI areas where a rectangle"6 %it by 2-0,0 vice, Wil fit between the bottom chord and airy olf rmembers. 6)Refer to girders)for teas to test mnneGbns. 7)Protide mechanical m00ecbon(by others)of miss to bearing piste capable of Wthslanding 60 to uplift at Io1N 1,86 to uplift Y join 4 and 11 0 uplih at Joni 5, 6)"NAILED'Indcates 3-104(0.148'x5')or 3-12d(0.146'x3.25')toe nails per NOS gll,lines. 9)Hangers)or other mnnectlon device(s)shall ba provided sufficient to support concentrate,load(s)716 down at 2-2-2 on bottom Gerd. The dealgNSeleetlon d Sudl connection daNm(s)is Has responsibility of others. 10)In baa LOAD CASE($)secbm,loads applied to the face of me,mass are noted as Imo(F)orbaot(B). LOADCASE(S) Standard! 1)Dead♦Root Live(balerketl):Whither Irwrease=1.25,Rate Increase=1.25 Unborm Loads(plfl VMb 1-3 ,3,4--80.5-7-20 ConmMretad Loads(lb) Ved:6-7(F)12=-3(F) AWIIWNa erXyEulgnpvemNan SPV PI6<Na MCLUOEalME2aEFEafNCE VIGEW)i5 u� aodrin Ycomfor NY,,is,MinAwgna ,, W'- klv�MwcroldMYr4m lxaaraes LxwnrM �_Yp■ dWnnov" taMLg Ye%mlW bio P��ILUcpkpolhr]NNW INabiwebatl/acMtlrmmYxsufi pal ah `" It ..XI '�^+n rwr..l�x1 M!Tek Sdwayvre4Fe,MA —y Wd10 peventedlgte WlhrwtMrpussyxl ryay qq Pa�edV 6Un rya fgperirsd,{u1,4ir..ixprcMiq u IrhtaXUR ibr�n.daNxry.aeclpnmlMwYpolMrsevm]IruaryilemisMNp/INI WNy CrXxb.D5659aN eC51 BUIMInq Comrymm, 1,IL al SJMy YYpnMlm avdMe Xan b1�Rale MII1ae,q19 N.Iee SNaeL SWb312.Nemtlb.VAY1314. Tnrye�FL 3Y10Ntl Jab T. T.Type Ply 55193 12e83TOA 721 Half Hip 4 1 Jab Reference daiN BuiMir{CampweNSupply, JedtsanNlle.FL 32256, 9110sAin 0Industries.lMWeMay17 k ]252017page l ID:p]6NaWc?NSL?bAwFnaW3gDnHBM3MYLwANTnP121wxdal-S-4w99cBFWZF3u ao 69 .a 2 0o 1.s= a 4 5.00 1z 11 66 i y 2 m4 1 4 � 6 5 are II 4." neo 6O0 28p Plate OXsets(x Y)-- I1,0n-dC-O-0I LOADING(psi) WA MI 2UO CSI. D13i In (loo) lPoell I/d PUTES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Ved(ILLF) 0.16 S9 >449 240 MT20 2WW TCDL 10.0 lumber DOL 1 25 BC 0.88 VBd1.L) -0.25 6­9 >291 1S3 SC LL 00 ' Rep Stress Ina YES WB 0.07 Fora ) 0.16 4 We We BC DL 10.0 Code FBC201VTPI2W7 MBN%-MP Weight:2616 FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.? TOP CHORD Structural wood sheathing directly applied or6-060 to purlins. BUT CHORD 20 SP NotBOTCHORD R id Wing directly applied or 100,0 w bracing. WEBS 2x4 SP'1 MITek recommends that Slebilizars and requtre0 cross bracing SLIDER Left 2,03 SP No.216-0 be Installed dudng truss erection,in accomance MlM1 Sledlizer Installation guide. REACTIONS. (Iblund 1=237N-5b,4=56/M Owical,5Tl7 Mnicel Mex Hour 1=M(LC 12) Mex Uplift 1=45(LC 12),4=42(LC 81,Si: 0(LC 12) FORCES. (Ib) Max.Comp.rtrlex Ten.-Aft lames 250(lb)or less except warn shown. TOPCHORD 1-3=-345249 NOTES 1)Unbalanced mol live loads have been considered for this design. 2)W IM:ASCE 7-10;Vult=_1301(3-sewed Hunt)Vasd=101 mph;TCDL=SApsi;BCDL-S.Opst;Ib25ft;Bd511;L=246;eaveAlf,Cat. II;EV C;Encl.,GCpi=0.ie;MFRS(directional)add C-C Exledor(2)O8O 10 30­0.Intedor(1)30-0 to 4-0,0,Exlerigr(2)400 to 5-11-4 zare;C-C for members and fomes 8 MFRS for reeclions shown;Lumber DOL=1.60 plate grip DCI=1.60 3)Provide Mai dminage to prevent water poMag. 4)This nuns has been along for a 10.0 psi bottom Gard live load IgnwlMurralt with arty other live loatls. 5)-This truss has been designed for a live laid of 200paf on the bottom chord in all areas where a rectangle 3L tall by 2-0-0wide Wil III between the Md.choN Md arty ocher members. 6)Refer to girders)for truss to time connections. 7)Provide mechanical connection(by omens)of buss to bearing plate capable of v4[hstanding 4516 upift at had 1,4216 uplift M joint 4 Md 501b uplift re joint 5. QWMNNP-WNy WYJnperemelxeanO eEFUXOIEe UN IMG N/aWCt UOEa MIIExaEFEa4NLE V44Eeb)4JJnr.IMV-NISrEIUNE UEE �r WI]larm wwy Wm MIIakP+cwnaclw.c IIYSNNIxI klrnwtl nNy uFvmµxa'nelen Yxmn.pxl kroi m NxTrvYNW WtlMg cwnrrx¢nL rel r1NdN9T� aracF9lni' IaOh�lo pevcM hsMYrq olh] MmmwMtlaif/wcMtlmxMlema 'YyY hPootionnuonnlaurFlo�rtldocrV srna.rea+�dmwuma�ma«udnl�wiva.+runr>oarowYmvwmn tiond eartvme.wreer�.ne�Al�er«g�.ana run M k �+ YLkMM sldrye.cltlxe�Y aeclbnadd¢rpa(M.veSaW Muryilm¢seeAX9/1pI1 WlY Mxb,eFad9aM lLFI WYYSyrCpnp4M1 aPo4 PeM EMaW. SdYwabmtlYxr aWIMe ken 9�Hols IMMIIe,RI8 N.lernaeal.9lle 312 Neiarlh VR'R314. Tngs,FL SJa1a Job Tis Truss Type Ory Ply T11155E80 12889TOA T32 Heft Mp Gide, t 1 D t &ONlflp ComponlxN Supply, Jacksomllle,FL-32258, 8.1105Apr132mt]Mill,Kmdusmes,IM. Wer!411712:5]26201] Paget ID:p]Y1NNPWC9NSeeLlDAx2FBEmMV) MU%nhUhWG1Z0UWDeWTyn_NjIAWIypUrarg Lit 60-0 1D612 11]12 1610.12 2&1-12 T!-<-02 3114 6dU 4+12 430 <3q 630 ba0 µ1R Isere-I:N. WIELD NAILED NAILED MUD "LED WILED WILED NAILED WILED WILED pc S.M Fis WILED 4v5= 4v5= Si6= NMED 44 NALLED ave a 21 421 2324 26E 25 27 6 29 28 ] 30 31 a da 33 a are z 1 34 35 15 as IS 36 14 A 40 13 41 4z 12 i3 ae 11 ,E 4a 10 A10 II WILED WILED 24 II NAMED Ex12MRd15 = 46=NAILED 4x10 N141AMNAS- WILED 5A- am all II NAILED NAILED NAILED NAILED NAILED NAILED NAILED MUD NAILED NAILED 69 16118 144-02 1a-00.12 23-1-12 R]d12 3686 60-0 sitz 430 43O 43a sa.0 4-dtz Plek OtsMs(%.Yl- 18:01)Q2d1 18D-2-00.2-DI 18'0.200261 H 'Q D261 (15'06-00.31)1 LOADING(pal) SPACNOG 2-00 CSI. pEFt. In gM) Wall W PLATES G(NP TC ZOO"20.0 Plate Grip DOL 1.25 TC 0.9] Ved(LL) -0.3513-td >989 240 AR20 2'PLMN TC DL RI, Wmbe DOL 1.25 fill BC 0.81 Varl(iL) -0.8913-10 >021 1. MROHS 18]/143 BOLL 0.0 ' Rep Serves lncr NO WB 0.81 Hoa(Ty 0.1] t0 rva Ns BCDL 10.0 Coda FBC2014RP120W MaMx-MS Weight:18416 FT=20% LUMBER BRACINO- TOPCHORD 2x4 SP No.I'E1¢apt' TOPCHORD SWCWral wood shaeWng,diredly applied, eWo:pl and!vadlcals. 1-3:2x4 SP SS BOTCHORD R1gId telling drectly appttnt or 5-97oo bmdng. BOTCHORD 2x4 SP SS'Exoept' MITak recommeFds that Stabilizers and required cross bradw 1-15:2x6 SP SS.1012:2x4 SP No.2 be installed during then erection,in amordence Will SNblllzer WEBS 2x4 SP No.3'EmepP Inebriation pairs. 911,8-12,4-14,7-13,513:2x4 SP No.2 SLIDER Let 2x6 SP Nc226-0 REACTIONS. (Iteraw) 1=2503IQ5-8,10=243340-36 Max Hort 1=103(LC 8) Mex Uplift t_-565(10 8),10=-599(10 5) FORCES. (Ib)-Max.Comp.RAax.Ten,-All NNee 250 gb)or leas except etre,smen. TOPCHORD 1 -026&966,31-5461/1228,4 5=6159/13]0,546-5950/1313,5]=5&50/1313, 7 8=-4802/1110,8-9=-2911/698,9-10=-2352/825 BOT CHORD 1-16=-81&3861,15-16=91391169,10.15-124U5508,13-14=-13]W6159, 12-13=112&4861,11-12=6982911 WEBS Q11=86313602,3-ti--41020115,8-11=19T/r513,4-15=-100&302,8-12-528/2400, 410=-19BrSd3,]-1T-128&404,5-14-31 38 02,]-13=603r1385,5-13-26&105, 513=4TU235 NOTEe 1)Unbalanced mot live loads have been considered for this design. 2)WIM:ASCE]-10,VUI1=130mph(3-second guN)Vasd=10lmph:TCD1d-0ps1p BCDLd.Opsl;h=25X; 3=4511;L=24t;eam-411;Cat. 11;Ban Q End.,OCp".18;MFRS(dirmtonag;Lumber DOL=1 60 pate grip DOL=1.80 3)Provide adequate drainage to prevent Water bonding. 4)All plales are MT20 pates unless otheniise Indicated. 5)TNS Md.has been designed for a 10.0 pal bottom dwrtl live ICatl Mn.N.,ned vnn.,other live loads. 8)'This truss hes been designed for a live load of 20.0psf on the boten Mord In all areas e4wre a rectangle 36-D tell by 2-"eine Will fit beNSeen the bottom chord and any other members. ])Provide mei1anicai connection(by others)01 Wes to NaariN,plate capable o1 Wlttxtanding Si uplift at joint 1 arld 599 th upllt at Iowa 10. 8)'"[LED'Indcales 3-10d(0.148'x3')or 3-12d(0.148'&3.25')ma-mals per NOS guldlMs. 9)In the LOAD GASE(S)section,loads applied to the faze o1 tie truss are Noted as Iron(F)or back(B). LOAD CASE(S) Slandartl 1)Deed i Roof Lim(bNaMeU):Wmber Increase=1 25,Plate Increase=1.25 Uniform Load.(pit) Von:1.1-60,3-9-60,10-1]=20 DedusWI,vcm Xy puNnpueMWeEM pEAp Xsa u Wl rpN WO NCyur-pIENPEFEMNCE VPOEgi4 i]nr IMA2a159EFOREYBE .a-vdldlwus wxY`�41N aI1M®connwbs Rk-l". as'.Uh, mut poem.. ,or, MIWAiNI th, cwnpwpmL ml nimrnxn,.mlwn iw+.Ra M.MWXI desL3ne�mug wnN n,e uwax:�lilN onden9n p�wnalenwW pgwOYncapvtda lliade42m n10 Xvr oval I-u kVv/wfE i'4eeJWlix 9�ni11Y ik llxewnl IwIIN 1x5NAe Pw``-'weN Lpx'/utlw4WM Writtle. rw pinatlplOow'e lea. spm 1povin2 Iabkalkxi alway rtlNwy,elwlbn aN bmlre of ln�mrcmtl MminlamE ieaWL/Ml yglly(:141p,M6yuq C510WgConpwiWa Ia04 FYM F�nBN1 eWRhfNwmW'�wdoge Aum 1nalMle mm�ne.219 N.lee Slrcei.Slle 312NemMM VA2R31 e. Txrye.0.SM10 don I. Tmss Type GN Ply n11ss4ea 12B83TOA T32 Halt Hp Girder 1 1 JOE Heiereek l a E4rel Builtlllq Componenl5upply, JecEsarville,FL 32258, 8.1106 Apr1320Mafl kMUXnhL(hW. Wed aWTyh-5T:2820Lb,y a ID:p15dNEP WCtNSeeLpbAw2FBzial4%sMU%n11LIEWCMZOUwGeW Ty11_MIMW IypLAny4b31 LOAD CASE(S) Blandard Collcenlmied Loafs Ob) Vert 3-101(B)15-51(B)18-51(8)21-101(B)2L-101(B)23=-101(0)25-101(8)26-101(B)2)-101(B)24-101@I 2f -101(B)30-_-101(8)31=-101(B) 32=-101(B)32-101(B)3 -219(B)35=-214(B)M=51(B)3)=-51(8)38=-51(B)39=51(B)40=-51(8)41-51(B)42 -51(B)4(>_--51(B)44-51(0)45=-51(B) 4B=-51(B) QW4 NNWp'✓sN/y4vlpnpuenul�rs aiCaE10 H0lES ON 1IIISPNO MCLVOEDM/IEa PEFEW NCE FP4EMY)IAm.Ip4YAIaeEFOMYeE �� IWltl Ia usoNYHm Mlek@ttmechm.Rk IX+NpptMSM wJY u[ W�miele¢Lroun,tlNmYNIW IJ dNA1p cgnlwent ml aIllezaypem Wlua W IIV W Wigtld{Iliel m.¢I vdlh lM q{JkcLiNol�a9n paamalenaq q,NwdY Ywwxak lM OdWnlnlo Me ervdGl mreae+ana«ray.xadlale gaYaal rloluYlemYlnww n�waoawol awlamemem«+v.aulweu ldaPddv�er�im�mlrasro MRek' 6d'xaW redAe]Ia•IYilYmdbgelenlMpN WIStttlF�Odrnvl YyaYm]pc{¢IIY�aWa. fp 6didtl pMalcn mfF'Y�aNI Ilv IabkdbLNnWa.[ItlNW,d rete aA9 210rlaaMMurye 31 we4NV/dn VA MI 4.. p49 f9aIM aCN WY91iYGnpMill 9MVe11.1BNtl. fyNFYlpmy4a w�Aahan lw WMIUMIK.21e N.I6e Sfiael.9M d12 NewVM.VRP3J14. ierrpe,FL 1'iila s pe T,,,sues 11M3TW TSi hen HIS Job BWpIRelere (optional, Yp C µneteuVJacFwmlk.FlPo.n'9110a 0wWY ." xnEU NIw. 5]2.] Dp]EdNbPWc?NS,el,,b1V1BzIaTyUPmHFRxPgSwm761pQGMGwVaEsmNHFBBM < 6 800 I 1511-02 51-P12 31 PB e00 F11-12 ]-100 ]-11-12 � 5.1.=1:53.7 ]x10 0 3A ®8= M5= 6W 12 3 1] 4 18 5 10 8 16 98 G 15 i 2 1 10 98 ] 4,12 11 W_ ]x10= 445= 3M II B00 1611-12 ,� M112 31-08 B00 ]-11-12 71. ]4192 Plata Offs,1s(XY)- 11:0 SB.Edpel.13:0.4-4,0.2-01 LOADING(pall SPADING 2-0.0CSI. DEFL. In Qac) Vdeg Ud PIATES GRIP TOLL 20.0 Flat.Cup DOL 1.25 TO 1.00 Verl -0.19 0-10 0999 240 MT20 24W180 TCDL 10.0 Lumber DOL 1.25 BC 0.J5 Viol -0.58 8-10 >am 180 BCLL 0..D ' Rap stress fort YES WB 0.81 Hc¢(TL) 0.09 ] Ne Na SCOL 10.0 Code FSC20147P12007 Mdrx-MS Welght:1628, FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS'Fxcepl- TOP CHORD Sheeted, except end wmi.ls. 5L:2x4 SP No.2 BOTCHORD Rfgrilmulrg tiredly applied or 6-10-12 rc bracing. BOTCHORD 2M SP No.2'Excepir WEBS 1Rowd Mdpt 68 1-10:2x4 SP No.1 MTexrecommwel Mat StaNllremand requireticrossbradng WEBS 2x4 SP No he inel.i Outing tines arectlo.In= n aaprdence v41h SlaMllrer SLIDER Left 2a SP N.2 2-0-0 InstallaOon to. REACTIONS. REACTIONS. goods e) 1=128&0-53 pup.0-131.7=128&033 pan.0-1 Bl Max Hort 1=13](LC 12) Max Uplle 1=322(LC 12),7=412(11C 9) FORCES. No)-Mex.ComplMax.Ten.-All forces 260(to)orless exceptw4en shown. TOPCHORD 1-2=333rb,2-1S---2154/]03,15-18=211]012,316=2051]]28,YP=25881888, 4- 881688,4-18=-251381888,5-18=25831399,519=-1841/859,8-08=-1844/659, &]7=119-1192/4]4 BOT CHORD 1-10-7WIS95,9-10=-]2911898,8-9=6]4119]4 WEBS 31 U_G283,39=-242]]73,4-9-501297,59--26&694,58=8201419,68=-722M136 NOTES- 1) OTES1)Wind ASCE 7-10;Vul1=130mph(3-seoad guard)Vasil=101 mph;TCDL=5.0psl;BCDL=5 Opal;825X;8�5fl;L20p.=41q Cat. 11;Exp C;Encl.,GCpi-=0.18;MFRS(tliter4orWg and C-C Ea enor(2)080103 0 0,1Menar(1)3 0-0 to 0-0-0,Etletions)8-0 0 to 12-215 zooe;C-C for membem and forces A MW FRS for hector,shown;Lumbar DOL=1.60 plate gnp DOL=1.00 2)Proof adequate drainage to prevent water polling. 3)This more has been designed for a 10.0 psi bottom chord note land nonconwnent who any Other hire loads. 4)'This truss has been design6d for a INe Ioad of 20.0ps1 on the bdlom chord In all areas where a rectangle 3 0 tall by 2-0-0wake will fit between Me food.chortl and any other...bels. 5)Provide mechanical connection(Ly others)of truss to bearing plata capable of wllhslardMg K2 to uplift at joint 1 and 412 to uplift at pot T LOAD CASE(S) Starrhud Q WYIMNB-W.f Nlen puawww. MTI®INO NCLYafa MRFx x.. te"w's .l4AVAI6 aEFaaEUSE [woun Wtllor—od'.1m..rwreckrt.11tdiY3n clxmtl wwY updr rnmwlm Cwr.inti.coil m YW WJid lMe%vJcanpx¢nl,rot mE wYan.rel.ice.Me 0,W Lp clef Mrer rruel valN e¢R+W[WAD/o(eef Ipn rvmrelae m]Pttco1Y md+rt+"+rale xN rleNdn Mo Ino ovwdl bel awsm.Winn xtic.if to pevenl W,,.ho or IMM],mmweb aWa clwrd..oh,Ttltl.l ro,arW twr.,M2xp M1 ek' b cpMTP ,durdel aryu✓IWpbvaYCWI4aa Wln p.ffi+Ie PdssxvY xrlW wdpW+wlYdanWe.kx 9er,ertl9Wdmce reWdglee BBW Y.M 2m,ew.tl. wmx-mxWorw.eaN®v.wecwr,mecacxootm�af a.l mrnwrl«m..rrenxslmn awelN al.lo.ossv Wa acv eaasm Corrwrm 9r•MFYbmr•en THYKDwn Iw flON xYXIeb.2la N.lee street.SYb312 Nsxmcbl VA'M31 E. iaupa,It 335,D eft 1sa6sTM T]4 Wp Job Reliance c 6onel &tltlYq CMpJMN 511[Ixy,JdN4vMHq FI LP56 p 'a.,la¢II.Yr3?NS.M-ZZ It Ft eWl]Miekln0u&16. WVIW 1]14x]: dpWUvyq1 ID:p]SdNaPVIc 2N 1220Aw2FBna�0.yYtlgWVwsxvymvEnu21NWJOJ1uELpP_md4rgLZFZdn ]00 16`00 1881 232-12 294L0 31-94 ' P60 3-0-0 I 664 I 889 ~ - 61-tOd � Sar.=1:53.] O as I 5e5= ®R_za 11 Son 52 4 19 20 5 21 a 22 ] 3 2rAP 3 1a Ref09 2 ] $a 2 12 u m 9 4kz her,= 700- N5= 1660 16th 232-12 2PIt-0 3198 1660 a8d e&a pr 653 1108 Plate OlNe1S O%Y)- f1:0 3",EdxL f4:44u1,02,1 LOADING(W) SPACING 2-04) CSI. DER. In (loc) Intel L/0 PLATES GRIP TCU 20.0 Plate CHIP DOL 1.25 TC 0.69 Ved(LL) -0.1611-12 x899 290 M720 244/190 TCDL 10.0 Lumber DOL 1.25 BC OT) Ved(TL) -0A2 9-10 0895 180 BOLL 0.0 - Rep Stress Incr YES WE O.fi6 Horz(TL) 0.09 9 Ne We BCDL 10.0 Cade FBC2014.7PI2007 Matrix-MS Welghl:178 to F7=203: LIAll SPACING- TOP RACINGTOP CHORD 2x4 SP N62'Exi TOPCHORD Shsftmador31-11 ocpudir6, exceptendveNcals. 14 2x4 SP SS BOT GHORD Rigid celling directly applied or 1-014 oc bracing. BOT CHORD 2W SP No.2-Except MiTek recommends that Sterilizers and requlred ansa bracing 192 2x4 SP No.1 be installed during truss erection,in scoordance Win Stablllzer WEBS 2x4 SP No.3 Installation guide. SLIDER Laid No.2200 REACTIONS. (Ibs,e) 1=1265/0-5-8 (min.0-1d),9=126&10-38 (min.0-14) Max Harz 1=141(LC 12) Max Upllfl 1=221(1_C 12),9=388(LC 9) FORCES. (Ib)-Max.Comp Mlax Ten.-All Innes 250(Ib)orlesa except v8lenshown. TOP CHORD 1-2=435/0,2-11=-212W40.1]-18=209954,3-1 B=2027958,&C_--196(i 4-1 9=-21 050112,19-20=-210519$520=2105192,521=-2105/92,6-21=-210 509 2 622=-16690520,]-22=-1669/620 BOT CHORD 1-12=-06518]1,11-12=66411809,1011_58911691,&10=9]4435 WEBS 412=-191309,1-10.499/1531,4-11 1641475,6-10-737`381.511=,0]253, 511=-2101524,]4--1254/53] NOTES 1)UMalancae roof live loads have been considered for this design. 2)Wind ASCE 7-11,Vu1O130mph(3-i ecpnd gust)Valli 01 mp0;TGOL=5.0psl;BCDL=S.opsi;h=251b B-15ft;L24h,save=4m,Cel. II;Elm C;EncL,GCp1e0.18:MW FRS(diracliorel)and C Eaterlor(2)OAO to 30-0,Interlm(1)M-0 to 10-0-0,Exledor(2)10-0-0to 31-7 12 zone;C-C for members add forces 8 MFRS for reactbns shorn;Lumber Di.60 plate grip DOI-1.60 3)Provide adequate drainage to prevent water pom ing. 4)This trues has been assigned for a 10.0 Far bofom chand live load nnwonourrent Wm any other live loads. 5)-Tbls tris has been designed lot a live load of 20Opsf on the bottom chord In all alers eftere a rectangle 3-6-0fall by 2-0-01 will f11 beMreen the all chord and any other member. 6)Provide mecbaniow connection(by others)of buss to bearing plate capable of wiNsfarMing 321 to uplift N Joint 1 and 3805Ib uphill at Joint 9, LOAD CASE(S) Standard wuaxwe-wn6gene.wee'ewrxm 0[.40vdms ox mGOxo rNewaaG rmax aaaaa .PAG[ I Prsyln vYF]Ioi wrwJv'ulm M'IWPocmrecloss lmdaY,jn klwvntl rvYv ul*nF*xmnelers Lvwm.agblo�alhxlM]M pRSp weywlenl.rot Iwealwe us.xw CUYAep�e2evrmlrslvrlly MegWcWlNolGaiai pxanetenarvJ gaPedYPcrpuaAMA6aUeY9Ga¢oveeef Wclox)�,rced¢e.ewJplMtale]hrolxeveald lYpaY�R.kx[f AmwMatl/nclwememlw Mv.eMYaex lmnpMaya'tl�nnvpnl aacNg M k' heYu:aryea nnsme GYYINmd W peuFNccYtM9 Win pwlMe[blx J FYIY r�Po16ftY Graeya, roe Wird Padalce eapaGrpxrs kbkMMlnla[po.eMtrery.raamm]MocbgolAmsadmvrydelrm�e/JWARI YWNy 14x WLMaq FCA WYfIe Canpaexnl Ter Fe14a..1.NU. .Nrely INompXm avrDYAe M1an IeISFMe Yu@b.21e N.lee Sheat,eW 312 Neeuvlb,VP22310. ianpe,FL 1'610 10b T. Ps Piy 1115 W] t2BCaTOP 135 ly 1 Job Rskrarc, optional BMMg CmFmanl SufpJ.J boMk,F1912X plln:e.11066clanI li TldelloaxYI 6301i MTeF I--b1V1e WVa"P IZ I!-�01201] PPppeel 10:p]SdNhPWc]NBesL9bAw2FBziebbsLM213O]Ll6BIe50ZFBPwWgH5EpdbFleehFIDe 61-Ip 1200 i 18168 9410 31-88 6142 S1Dd h11d - ]-11-B 5108 Sale-1:53] Alo= 9th I wo 4 18 20 21 5 22 6 23 5.03 12 -_ IIIS 46<Is 3 sea n oy 2 3 12 tt 24 10 2v e B 4.1211 2R 11 81B= Wit= 46= tW II 6142 12-00141L0 '841-0 3bP0 61-02 540. ]-Ltd ]-tld 3468 %ale Oflsad flLV)- 11:63-BC-tloe114D1-00.2AI f6:O4662-01 LOADINB(paq SPACNIG 2-0.0 OSI. OEFL. In (roc) Vde9 IM PLATES GRIP TCU- 2oD Plate Gup DOL t25 TC 0.85 Ved(LL) -0.1511-12 x899 240 W20 244/190 TCOL 10.0 Wmber DOL 125 BC OD7 Veri -.3010-11 s9B5 180 BCLL 0.0 ' Rep Stress beer YES WB 074 HUR(TL) 008 8 ma we BODE 100 COW FBC2014?P12007 Matrix MS Wright:19316 FT=20% LUMBER- BRACING TOPCHORD 2%4 SP No.2-Exlapt' TOPCHORD Shealhelor2-1-Ow Wrim, emepimdverthars. ,42x4 SP No.1 BOTCHORD Rigid ceiling diredlyapp0edor2-2000 hradng. BOT CHORD 2x4 SP No.2'E.pt' WEBS Web Brace:Leng16(memberf 734(4-10); 1-11:2x4SPNO.1 MiTek recommends that Stablllwarand readuaIcmaa beading WEBS 2W SP No.3 NInstalled duhrg puss eredi0n,inacoddn:' hStaWlimr OTHERS 2x45P No.3 SLIDER Left 2x6 SP NO.22-0-0 Inslallallon 9ulde. REACTIONS. feast.) 1=12¢610.5-8 (min.(Y1-B),8=126683-8 (min.0-1 8) Mex Horz 1=141(LC 12) Max Uplift 1=-321(LC 12),8=343(LC 12) FORCES. (Ib) Max,Complvaic Ten,-All lorws 2W(ID)or leas except wrm shown. TOP CHORD 1-2=289/18,2-t7=-21 3 901 4,3-17=210Y/31, 18=1B8iA582,4-18=-1841Bg8, 419=-1]21/694,19-20=-1T21/084,20-21=1]21/694,521=1]21/694,522=-1]21/094, 622=-1721/894,6-23=-00111347.7-23-11"W9.7 3-12494W BOTCHORD 1-12=-747/1833,1142=-747/1893,11-24=61611699,10-24=-618(1899,1025x-267/26), B-26-28]n6] WEBS 411-13/38$51 6461329,6-10=421/1192,6-9=699)7-9-3964139 NOTES 1)Unbalanced roof?"loads have bean considered for this design. 2)Wind:ASCE 7-10;Vu t=130tnph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=50pe1;h=25M 8 Sfft-=24f1;aava-JM1;Cut. ll;Exp C;End.,GCO=0.18;MWFRS(directional)am C-C Etledor(2)00.0-0 to 30-0,Ioti 34)-0to 12 00,Eldermi 12-PO m 31 7-12 mne;GC for mem6els and tomes&MW FRS for reaction r shown;Lumber DOtr1,W plate grlp DOL=1.89 3)Pmvitls adequate drafter,to prevent wafer ponding. 4)Tale hoer has been designed for a IOD pat badom chard live load nmconcurrmf"in any other IIVe loads. 5)'This three has Leen designed for a live load of 20.Opsf on the bosom chord in all areas were a rectangle 3601011 by 2 0 0 wke Will fit Lelwean the boban dlord and any other members,with BCDL=10.Opd. 61 Provide medlmical connection(by opera)M trues to beading plate capable of Wthstelding 321 IL uplift at Joint 1 and 3431b uplift at Idht 8. LOAD CASE(S) Stauddi Q MIIOOIO.Vepy4Npr/wmxl�e�4BEAO Ne1F5 PY 1NKIXe MCLYOEO MIIER aaiENIN[E IIOEY4l1Am-IpW1VI6 BEFORE eSE Ce4d�S'tlMue wYy MA MIekPoconrccbrs.RhdeLm6 W¢deMY�Fn�Wanalem Mown.aMNlwm MWWLWdYgcompwieni.rot Tnm "Ova.P¢lae ue,r¢dlk4y vbW�n mulveMylMaRNkWlly oldagR�gxmieiersmdq tly Y,cuonninn NOeip nernn ow I r} bltAxA b99e. 9acYt14dk:MeOblo gevenl lv�cpMMMNMWInmweba Y/cicMvdme'nCers Y. FWIYwMMNnR WaW FoaoawnlM¢M Mllek' kdwoy,,Oo'n Mxnivel, dWgevenicWlgfe Wlh q+6YiblglmrvJ hRry Wggalydun�e,fq pcyayNgWrce�e(pdpM IdMca we'lgR.deNay.me[:Gmaddackpolln R. Nuaryslem11. fl/IRI vA2wR,wIo.D]l.e9 aM BC&&tlgCompw�eN 6BMPehe Esq BNd. adMylNpnyl4n wd[LieYmi ons Pab4wM1e.215 N.1ee5heeL S/ie3\2 Wemgki VRR2511. Ta,rya,FL 3810 rues e y Tlnx,lae tXBJTW 738 Ny 1 Jab Relerelme iwel BYIXtlp CalpmW 5160y,JBtbprvIW,Fl32R56 PoFl-0110,N1]1 R01]%IM.e ItOa AY 8201]M]N Ygiplm llc WMSYy 1�BR2ol]Po IDy]5tlNNPWc?NSesL?bAw2FBzieN-�IRekOeWDAHFChb200YMyIlU052C B/653z1-N_ 680 14110 1gi 0 25110 31-&8 8 830 510E 6rak.1.3 1x6 aef0= 'h4 2a II h10 4 5 8 29 25 ] 8 a. 44-12 8 R3 2] 1[5 B 9xs o 1s Ls= n1. 1]a II 18 3 4 tl5% 22 2 am rip I I y 14 1s 1211 10 We II 281 I &10= 8x10= 4a5= w II BBO 14'00 2511-0 318E 68-0 ]80 1141-0 510E PIeN OfNats f%.YI-- 11'6SD O0-2115'03-061-01 IB:IHd0-2dlf 263-0038113'0 & 381 LOApNG(pail SPACING- 2-00 CSL DEFL. n (bc) ydefl Utl PLATEB GRIP TCLL 20.0 Pleia Grip DOL 1.25 TC 092 Ved(LL) 0.201314 >998 290 Mi20 214/190 TGDL 10.0 Wmber DOL 1.25 BG 0.91 thai 0.881314 >93 180 0CLL 0.0 ' Hep SVees incr YES W B 0.90 Horz(TL) 0.05 10 Ne We BCDL 10.0 Cotle FBC2014RPIN10] Matrix-MS Wag.:et FT.20% LUMBER- BRACING- TOPCHORD 2x4 SP Not TOPCHORD Sheathed or 2-2-0co uriim, except and veMost.. BOTCHORD 2x8 SP No.2'Excepi' BOT CHORD Rigid San,dlreal,it,led or 8-0.60.bracing. 1213:2x10 SP No.2 JOINTS 1 Brace a Jt(e):17 WEBS 2x9 SP No.3 MITex recommend,that Stabllizels and required cress bracing SLIDER Le02x8 SP No.22-0-0 b firsh.VoIntlg truss erection,In accordance Mih Stadllzer Insla.h. ulde. Ma REACTIONS. size) 1=1266/0-53 (min.0-13),iR128fi/0-30 (min.P1E1 Mea Harz T-- 1 Mea Uplift 1=322ft-22(LC 12 12),10=-343(LG 12) FORCES. gb)-Mex.ComedJax.Tan. All forces 250(Ib)m lees except wfien clown. TOPCHORD 1-2=815/178,2-22=2231/128,322=-2131UQ., 3=-176IPo14,4-23=1WW628, 4-5—159&858,58=165616M,624=-13013]3,24-25.1381/5]3,]-25=-13011573, )0=-1538/842,62f 4-761421,282]=-102&409,927=-10]9eftec 9-10=1188140] BOTCHORD 1-14=76]250, 13-19=]8]2036,12-13-528415-11-12,12-162fi WEBS 8-11=-]61/35G B11=-3&1114,113-6I38G415-17—lir12-16=-149248 ]-16=35]203,612=-392/1158,3-13=5]9@81,151]_1712]1,18-1]=-1]]2]1, 616=35723,e-15=-z9e/I70 NOTES 1)Unbaamed rwf live loads have been considered for MIS design. 2)Wind ASCE 7-10;Vult=lW.ph(3-sewnd gLet)Va ftli 01 mph;TCDL=S.Opsf;BCDL=5.0pa;82511:8=4511;L44fh Seel Cal, 11;Exp C;End..GCp60.18,MFRS(,radian,)and C Extrurcr 10.0-0 to 30-0,Interni 3-0-01014-0-0,Ext ioR2)14-0-0to 301-15,Intador(1)30-1-1510 31412..:C-C ton members and farces 8 MFRS for reactions shown;winter DOl_t ell plate grip DO V t BO 3)Provide adequae drainage to prevent weer ponding. 4)This Irma has been designed for a 10.0 psf bottom chool live load nonoowurrent with any other live loads. 5)-This Vuse has been designed for a live load Of 20.01 on Me bottom G1ord in all areas mere a rectangle 33O lot by 2-o-0 wide Will fit beMean the bottom shod act any otter members,with BCDL=10.0p51. 6)Provide mwhenlcel connection(by Where)of tans to bearing plate rep cele of Withstanding W2 to uplift at lolnt 1 and 3931b uplift at Ism 10, LOAD CASE(S) Standard WIayaft1y Mtl9ng -,eaa90N0]ESgartoaaIaeCL00E0.PEiFA.WCfaIOEai11]Jm.1ppYA/bBNOKYBE RW}n vn..uvuayvAl"hodic rv.lNfdeN'd�li.culs—ryxaneleu Mrnl.m[Iblwm MhNAd Wk4q rnryq¢ni.ml Wtllp 9«fp4Naletl°Yo1lyeveMWMXVuib mmvMaglw alnem0.tt� YINkL d�lanF-'xw dnlo lalW�w MRek' NawaP leyleel,.numvalelowa�lllealwmwraae r.�lwle wvalllwweuvdm� rw 9arlela9mlre la9�ad lno W unuu,hwwa.0r", ln—enclnlsaplaM aae/,XWdl OuyIy CMab,mB-BVatl B.L WMIIPGmnpnlml Paha EM BNB, WINy INpmaXm rnx9�W kwn Nus Pole.lWNe.RIe N.Lea JTeeL 9118 J12 NeaavMl VA2R311. Talrya.FL MIS LL yea 'wee2W Jab Rebreooeo mel fail Cren suxN600YFlIBM SID aI)SENBPWc]N2S3e1s1L'AIbAW2FBzuf30Fn3Rp ,pu ] p YUetrcNPBG1d - � 68-0 py 3Lp0 0 ]-11-0 ]908 Scab=1$53 h10= y/ p h10 .2425 6 ] 4.11 4 p 5127 eaS 4x51 600 12 �/ 14 2W- 45611 15 0 3 OE% 21 1 2 l 12 0 p 4x10 II w 11 &12= &12 M120F6=4;5= .4 II 68- 1600 2111-0 31.P0 660 44O ]-11-0 ]960 Plate 0Xsem IXV1- 1165-0062115'06-12 Ed I1]-0160.2-0I 19'0. 0- -01111'0-500-3811 'oS&6301 LOADING(psf) SPACING 2-DO CSI. DEFL. In (Ioc) lead Vtl PUTE6 GRIP TCU 20.0 Plate Grip DOL 1.25 TC 0.82 Ved(LL) 0.96 12-13 x999 240 NIT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.W VBd(TL) -0.83 1213 -459 100 W20HS 18]/143 BCLL 0.0 ' Rap Slrbw lnct YES WB 0.98 HorzQL) 0.04 9 rhe We BCDL 10.0 Code FBC2014?PI20W Melrix-MS Weight:242 Ib FT=208 LUMBER- BRACING TOP CHORD 2x4 SP No.2'Excepl' TOP CHORD Sheathed or 2-2-5 Dc Wrlire, except end valXcale. 76:2WSPN0.1 BOTCHORD Rigid telling directly eppllect or 2-2-0 oc bredo, BOTCHORD 2x6 SP No,1'ExcapY JOINTS iBrace a Jf(s):16 11-12:2x10 SP N0.2 oapt WTek recommends that Stablllzals and required cross bracing WEBS 2W SP N0.3-11.20 S be installed during truss erectlon,in accordance Wb SWdlI., ]-12vS 2,8-11:2x4 SP Na.2 Inslallalllon guide. SLIDER Left 21B SP No.22�0�0 REACTION& gNsize) 1=1266m-56 (min.0.16),9=126618 (min.0-1-8) Mex Horz 1=14f(LC 12) Mex UpIIX 1=222(LC 12),9-343(LC 12) FORCES. (Ib)-Max.Comp.Ml0x.Ten.-All nomas 250(Ib)or leas excep Wren shown. TOP CHORD 1-2=-]&4118,2-21=-2249712.3-21=-2149/32.3-22=-1]20./509,422=-1623/BW, 45-1235/570,523=-1349592,23-24-1345/592,24-25=13451592,6-25-1315/592, &]=1453/63],]-26=-1160/4]1,26-27-118]/454,62]=-1234/452,69=1162/493 BOTCHORD 1-117482051,12-13-7492047,11-12=199150,10.11=-328406 WEBS 7-10=-1081/488.6-10-30115311-15_-%]/1]5,6-1r -380/169]-11-516/1445. 3-13a:Gi 312=63L ,14 lia=-125917,15-16-35387,416=]11239 NOTES- 1)Unbalancetl root live loads have been opnsltlered for ibs design. 2)Wing ASCE 7-10;VJI=130mph(35econd gust)Vud=101mph;TCDIrE.OpN;BCDI�.opsf;1,25X;B=45X;L24X;esus 4X;Cal, II;Exp C;End.,GCp=0.18;MFRS(dlroodona)and C-C Edemor(2)0-0.0 to 300,Intamor(1)300 m 16-00,Eldedor(2)16-0-010 261-15,Interohl)28-1-15 to 31-7-122 ,,C C for members and forces&MFRS for reactions shown;Lumber DOIa160 plate limp D0u1.63 3)Pbii adequate drainage to prevent water ponding. 4)All plebes are MT20 pates unless olheWse Indicated, 5)This Vuss has been designed for a 100 paf Whom chord live load nontgltuneN Will any other live loads. 6)'TMs Imus has been designed for a live load of 200pst on the bottom lord In all areas where a rectangle 3b0 of by 2-0 Wde Wit fit beaveen the bottan chord and any other members,W0 BODL=Io.0pst. 7)Protide mulbrolcal connection(by others)of truss to beadng plate capabe of Wharmoding M Ib LpiX al joad 1 and M lb Uplift a1 )ant 9. LOAD CASE(S) Standard 'IlLwpaaxla-VMB'CNpnpemmrnsenEaEdO NOiEaW 11X5 pHA MLLUOEO MIIENaEFEMNCE aIOE M6)1)9 m.lON4pfa IE(MEVSE I%9gi W6Y ru rgowYYwltti Mllek9wnnn'Ias.IMtleNankbacef otlY ores P'+�andwsrMwn.ad I51wm MMOM bJMy comp Imt,rot Pate v¢,Me tuYtW p tlspre,nwl Luray IM giPNc2411y o!damJn rvanelen tM grpMY Magxde INt ckwy,IMo Te Dugan wana®IP.eronppdrrna,iemgaYenllvcxlrealriennaa lnsweoaworemrdrr.errio®.onv.o.�dew.xx,prw a'waenl�venlamxxq [Tek* e uwaP lewad to NYafiv am ro ge.a4 ealor.�`ed51x+W da p2xvx 9war and nopam dmiala9. Ia gelwra a 4eawa re9aaw xre {Y LviIFM sldq]e.dd4ery,aecMmy porYgolbmragliu¢ryAemc>eo/Agl/RII Qp6y C41ar10.asa09arq K91WWM9tomWrenl Wert'..... SYM2Monaxbr aY6Yie flan Iiu¢IMe YmMin1e.21e N.tee Sfiwl,SIb31 R.OletmN6 VR22tIE. isnp,FL 51910 m pa Job Reh�eme o Oarel BWLLtq C'eN$U[{Iy,J9UYwmiY.F122256 pun'8.1f0n"a' 2011 PIH'e110nLYY 8201>MInk HOU9�I.,IR WeO ]14�3BY01]Pepe1 ID:pStlNDPNc9NSesL?ERx2FBzItliFWRPgEEHPhgQg31mRUZNF rsls 14211 O2 Za1 6 &y0 13U0 214-0 211 610 300 8d-0 y]A 14.&8 'Iml goals 1:65.2 710= am p - e 24 ] 5 �' 8 26 88% 4 _ 5.00 F12 IB Zea 17 B 3 23 2 1 m 14 13 12 11 10 4z1011 2411 08- &14 14184H9- 802 MI2QHm 21411 26 2D11 L 8.8 318e yeO 100 Bd-0 y]8]-0 2488 St-0 Plate OrtsMs lXYI- 11'04-060LI I6'Obd 0.2-41112'15-463-01119'0-)-00.31 ! '4300-381 LOApNG(pap SPACING 2-00 CSI. DEFL. in you ads 8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.]9 V8R(LL) 0.401314 >951 240 MT20 24dl190 TCDL 10.0 limlber DOL 1.25 BC O.S) Vm(TL) -0.881314 >432 180 W20HS 18)/143 BOLL 0.0 - Rep Ssem ina VES WE 0.]8 Horz(LL) 0.04 10 Ne Ne M18SHS 2"1% SO.L 10.0 Odde FBC20f4]TP12007 Meslx-MS Weight:2501b FT=2(r% LUMBER- BRAIDING TOPCHORD 2x4 SP No.2 TOPCHORD Shealftmcd2-S1.,Mr., eemootterdirmical,. BOT CHORD 2x5 SP SS•Eamd? BOT CHORD Rigid telling dlretry applied or 6-0-7oc bmcirg. 12-13:2xf O SP N0.2 JOINTS t Brace at Jtm):17,18 WEBS 2x4 SP No.3'ExcepP MITex recommenda Ibat Stabilizers and requtred wom bradng 513J-12:2x4 SP No.2 De Inslalletl tludng Was erection,in aa=r.Wifh Stadlizer SLIDER -@112,r6SP No.218-0 Inalallah uitle. REACTIONS. (Vales) 1=128010-58 (min.0-13),10-12689-3-8 (min.113) Mex Horz 1=141(LC 12) Max Uplift 1=322(LC 12),10-343(LC 12) FORCES, (b)-Max.Comp.N .Ten. All lomee 201 Qb)w lam except u4an BhoWn. TOPCHORD 1-2-75 .2-23-212&654,3-29-20439]5,34-2138/)W,45=-1533/540, 56=-1144/582,524=-1205501,)-2b-12039W,]-25=-1335588 8-25=-141 W562, 528=-9001364,928-Bfi3953,910=-115]/452 BOT CHORD 1-15=-68511919,14-15=8901192],13-16-8982005,12-13=414/1325,11-12=283944 WEBS 12-17=-57r391,7 17- N00.8-f2=-188726,8-11-943/418,911-356(106], 3-15=-30011]2,16-18=1553]8,1)-18=-28188.5-18=-844/190,4-14=-285990. 4-1.3=-1019/386 NOTES 1)UN3alancetl Foot floe toads lave been can.1ca red for this MaNgn. 2)Wind:ASCE 7-10;V W=1 Wmph(3second gust)Vmtl=101mph;TCDL=6-0psF BCD"dio h Ib258;B=45ft;L161t;save=Otto Cel. II;Exp C;Encl.,GCpi=018;MWFRS phredlonap and C-C Fwtenor(2)110 to 30-0,Interlor(1)"-0 to 1"0,Fxtmor(2)18-0-0to 21-11-0,Intenor(1)26-1-15 to 31-]-12z ar;C-C for members and forces&MWFRS for madlons shown{Wmber DOl_1.60 plate grip DOL=1.W 3)P.IM,adequate dminage to prevent We.ponding. 4)All plates are MT20 plates unless oberuise indicated, 5)All plalm are 4x5 MT20 unless otherems indcated. e)This sum hes been designed for a 10.0 pat mon cord live bad nonconcurrent Win any other INe loads. n•This truss hes been dmlgne0 for a Ihm load of 20.0Tef on the bottom choN In all meas where a m t gm 3-6-0 his by 2-0-0 uitle Wit fit batsmen me bottom cord add any odar membem,with BCDL=to msL 8)PmAds,mechanical connedlon My o81em)of how to bearing plate capable of wimsaMing 322 In Wit al join t and M III,uplift at joint 10, LOAD CASE(S) Standard Q WAPNMG VMV0.tlynpnanMlm Y Y REFEa NCEP40E MR CeL�mki Y -d�ham�{. Rh tleB�T Is OsµyeAA .1.1 1 WQq MY31wa tonI. �.a t",-.11110 IX✓MHui NeC / xrs atlwaPo�eWletl lw data,, 1 :.a w,wtl n@Ar IL W renlwMR �(• VhtalM vlaa.Tr.tlellvery.axMmMMrnYeq of lnmPt mllnmry»Una MHL/1%I Oua1N CMxW�D6ad9 aM YCL WMYq CongU,wnl afW Pnb EM h'4. kxNy LEw .avlktle M1wn Inm Fkae,ImXM,.RIP N.lee Snee,.SJIe 312.NsimMh VRYIJIA Tanpr.FL.10 IA00 9TOA T39 Es pe m- QW PlY T111505w Job Pelerence Lionel 6uNnp CUIWnaM 6uipl/,Jec4aonvpe.F13Y156 F1n'.8.110 s1W 81201]PI ?U1Wr1 62a1]MTek e'riuW.4t Watl Mv/1]143p 5BP01]Vogt ID:p]SdNXPWc?NSesL16Rw2FBxmN BZUrp?D PI(cKeIWmVLNSBpcVllZpviw cKgEPv"zZx 680 _ 600 168-18 2184 2660 311a 680 3411 9612 258 S6d SI0 Sole�I Sfi.O 7x16> 6S ] 8 25 2] 5 p 2s a.0 i i Il FIT 17 2H= IB 10 3 a w 2 i 16 Is 14 13 12 11 4,um 11 877411 and 8x14 Mfiffil .1241]800/5= 2x 11 8$0 880 16612 21-24 2668 3140 &60 360 9612 858 664 5t-0 %ate OXsels(XY}. R'Od-00661 I6"o+aO-2- lF]'0.3-5 Ed3ei 113'05-063811 'b]-00301115'63-063121 LOAOINO ged) SPACING 2-0.0 CSI. DEFL in (Loc) VOafl UC PLATES OIBP TCLL 2010 PIM Gdp D0L 1.25 TC 0.]9 Ved(LL7 0.421415 >90] 240 41120 24W190 TCDL 100 Lumber DOL 1.25 BC O.BD Ved(TL) -0.811415 ad18 180 AR20H8 18]/143 BCLL 0.0 ' Rep Stress lnor YES WB 0.00 HOR(FL) 0.04 11 Ne Ne MIBSHS 244]190 BCDL 100 Cotls 19310201MP1200] Matdx-MS Weight:251 Ib 17=2 LUMBER- BRACINO- TOPCHORD 2f t4 SP No.2 TOPCHORD Stee8led or 2-S6 dc purlins, except end cereals. BOT CHORD 2x8 SP SS'Eax d' BOTCHORD Rigid ceiling directly applied or a.1-15 oc bracing. 1314:WO SP No.2 JOINTS 1 Brace a1 Jt(s):18,19 WEBS 2x4 SP No.3'ExwpP M1Tex moommentls IM1at Slablium s and required crass bracm, 8-13,514:2x4 SP No 2 pe Irslalletl tlum p truss election,In accormnce wilM1 SIa0111zer SLIDER Led SP N0.218O Inslellslian aide. REACTIONS. (11i 1=126610-58 (min.0-18),11=1286/030 (mIn.04.8) Mex HOR 1=141(-C 12) Mex UIN81 T==LC 12),11=-343(LC 127 FORCES (Ipt-Max.Comp.4,1ax.Ten.-AII forces 250(Ib)or less except wren shown. TOP CHORD 1-2-]5628,2-24-21234144,3 24=-20431865.S4=-2140/]24,4 5 152]/528, 625=-10]4/489,625-1040/505.6-26--1 1771539.]-26=-11771539,7,8=-1 150/532, 62]=-138]/580,9-2]-1419/563,928-8]41355,1028=-9641341 10-11=-1157/440 BOTCHORD 1-16,-W411918,15 16-6 66192 6,1415-6882003,1316-3951132012-13=293184] WEBS 61 3=-18 661 2,8-12=-9501409,101 131Q-88/414,898=-5&26], 3-16=-M169,17 19=-163MI,181618-941312,549=-]25235, 415=-289/815,4-161022/384 NOTES 17 UndicWind: 0ced road live IOOde arch deadconsideredgustd for lis design. 2)Wind:ASCE lL,G m=o.Vulft=180M RS(d rer gust)Vasal and 0-01mph;TODL=SDpsF SCDo.o, ma,opel; S" 18-8X;t24t1;eeve=4X;Cal. X;Ely C;EncIntern r(l)2 .18;MFRS zoeciianel)end C-C rs and es& to 304,Ior reactions 360 b ;Lumber r DO!,-1(2)18- 12 to l0 21-24,11.60 l7 2SS310 31-]-12 zone;GC for members antl tomes 8 MFRS for reedloew aM1own;Lumbar DOIr1.80 Mate grip DOL=1.60 3)Pro vide adequatedrainagetnlsprevent water poised 4)Al platemed.are 6420720 unless o rvansa a In0lted. 5)AN plates ale 4x5 in de unless r a 10.0 Ped patted, 6)Title-ThiWee has beann elglMefora live load 1dof 20momr,ml ad baomdrand remin a areseharh any er re loads. �'This tease Nes been designed!a a lea loetl of 20.I1paI ,athe Bono-LXOM in ell areae wTere a rectangle 360 tell by 2-0-0 v4tle MIs fit between nic bottom chord!by O nee)ofminer members,ing late CA 0.Opsl. B)Pashce 11.meMenieAl connection(by otllem)of Wss to bearing plate capable of wilM1steMing 32216 uplift at joint 1 and 34316 uplift at joint ll. LOAD CASES) Standard A eXHO-VxM4reIWWNIehrt N0F1e410]EBWIMSINOMLLIIpfO M/fxe6ERIN¢IIOE 416]4Am'.f40.H6r6 KfaeE UeE. 4sf¢1leetlil[nsryMd,l1w.a1Br.oveJ3al¢wMax.aotlMiFIakcegVNt'w.iie1In1M]llnYycuMaopll✓eINeJo=tlykiloPMk�1npela edarnwlsx'Mge13vdeIem,lc2nwdlYemll.v�pR1ncko1Yefdvllwelepn0lpmlryM1gallIw,lMnYkhmsllmlv[d#Melexndyrkm,wa2lse.wiyamYelrclXelW'w9mo-01fi1B�,vNMmLMaJyw/N1xa nlpOaIga/clIoMaMPmIxreIl0e'Ql1ll1mneYpwrswMnMaNI.Y nmvwMJ4,Oet+Hx'okq.Nblua,OlmYSiB�Me6w96MWap1axtllxMakla Llr5Ril8WYhgpyNwwp mWCobRnpMp�w rotlMa !Iv ¢h{ milli! kuxuresaVpiounc. wdqR¢ e!a E6pW egBW. umagpn rnrrldMa[ora Inm Rale InI1Me 219 N lee 511ee1.S.YM3IR NamrvAh VTY1814. Ta11pa,iL 36610 I16B n®B Am +Ms3Toq r4p 1 T111. + Job Rebreleeo carol BWINBCmgneN Sypy,Ja[bcmY4.i13RR58 iWn:B110¢BW a12pP Pni1'elfaalYYY B"ROt)YiakaWhAav,lrc WM MMaMy 1]14orraiM]' ""P¢��aa1 ID:p]SriNhPWc?NSesL9Ww2FBaM4ZPhX?Ikyd?IOhncgTM)?1MUMPVCKVRIBwoEE40 080 0$0 1y)9 1&312 134 202/2 30.00 ',p11D 88-0 y30 y11D 554 1.98 ]ds BSd 5812 Sal 1:99.2 8.8 11 ns=ae u 6.W Fla e ] 0 45 i 33 3t s 4xs o 06 i 8 se% IG, 'h4= 21 Rp T 3 4. 11 em 6.9 fa b es sm o / u 1I$ 10 n +6 +s M 13 arta II w II eve= shot M106Hs= 0112 offal= 7x10= m I' .,a 11 680 &y0 13]4 1&012 10A 202-12 3484 sell 1 .0 680 330 3111 SN 1-es Y48 050 LIn. 2 Pbd Offset¢DCV)- 110-7-1 60.21112'0-0-110.0JI1 '01-38.Ed L 11510.S80.38118'0- -00&4111]'0300.3 1 LINWG(paf) BPAGNG, 2-0-0 1081. DEFL. In (hoc) Udefl ud PLATES GRIP 20.0 PlaN Grip DOL 1.25 TC 0.80 VdL) -0.40181] x889 240 MT20244/190 10.0 Limber DOL 1.25 BC 0.80 Veh(TL) -0.941317 N41 180 MT20HS 18]/143 0.0 ' Rep Slreas lnp VES WB 0.80 HOFz(TL) 005 12 Na Na M18SHS 24M190 100 Cotle FBC201/OPI200] Mattlx-MS Weight:2831E FT-20% LUMBER- BRACING, TOPCHORD 2x4 SP No.2 TOPCHORD Short edor2-2-Ocopudlla. BOTCHORD 2x4 SP No.2'Except' BOTCHORD Rigid ceiling dirable applied or 6-]-]oc beading. 1-16:2M SP SS.1445:2x6 SP No.1,15-16:2x10 SP Ni JOINTS 1 Sol al Jim):20,21 WEBS 2x4 SP NOS'Exci MIT"recvmme-that Slablllxers and required cons bledng 516,8-15:914 SP No.2 !, I 't..led durllg truss eredlon,In a=rdanca with Sell SLIDER Left 2x6 SP No.2 2-00,Right 2x8 SP No.218C Imalalla"an aide. REACTIONS. (Ib/slxe) 1=1391/0-58 (min.31-10).13=1551M 5-8 own.0.1-13),12=251/038 (mit 61 8) Max Hoe 1=-145(LC 10) Max Uplift 1=3]3(1.1012),13-- 06(1.012),12_20](LC 12) FORCES (Ib)-Max.Comp.IMax.Tan.-Alforces25)(Ib)orlessexalptwhenshosn. TOPCHORD 1-2=820/]3,282=23]2063,3-32=2298/!63,34=240&839,45=-1826/6)9, 533=1295568,683=-1282/582,B]=-11]5584,]8=-1]05]9],880=1630010, ', 634=1]46001,9-10.1544/809,1635=99280,11-35=-1812]0 BOTCHORD 1-18=8252156,1)18=829/2184,16-1]=fi352263,1518=391/11303,14-15=304/1348 WEBS 1915=-411,&t4=-59&235,10-14=2551325,10.13=-14W/428, 18=-310/188. 1822E 138/39$2621=8]]/1]6,]-20=50]/11099,521=801286,,15-20=-9&516, 8-2R-818/438,4-17=-245/]60,9-18=-99&341 NOTE& 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vdt=130mph(3aecond glad)Vast=101 mph;TODL=S.Opw;BCDL-31gai;1,25X;8=45ft;L=24It;eave=5q Cal. 11;Exp C;End.,GC xi .10:MW FRS mrso0orl and C Extehm(2)330 to 300.Intadm(1)y0-0 N 1190-12,Extedor(2)19-0-12 to 20.104,Intetlor(1)25-1-3 to 39-11D zone:cantilever right exposed;porch right exposedl for members and fomes 8 MFRS (oF rox icns shown;Wmber DOtr-1.60 plate gdp DOL-1.60 3)Provide adequate orainage to prevent water nothing. 4)All plates arra M-Il pletes urinal otherwise Indicated 5)This truss has been designed for a 10.0 psi Whom chord live load nmeoncunaM with any Other 1'we loads. 6)'This truss hes been designed for a live load of 20 ivif on the bottom chord in all trees whore a rectangle 3HO W)by 2DD wide Mill fit between the bottom chord and any other members Mth BCDL=10.pool. n Provide mechanical connection(by others)of truss to bearing plate capable of w9M1eteMirg 3)3 to uplift or joint 1,4061E upllll at joint 13 antl 2W It,uplift at joint 12. LOAD CASE(S) Standard Q WIRNIpVVNy NYenprcmyNri vq pFgO NOtES eN rM6 ANOWCLVOEO N/IEN aEEERI NCE E40EMalal]m.feN?TE 9EEOREV8E NC7h Wtl Iw uie mlr`Mm M1ekAcmi¢clou rM ate,t4mnYenlr Vwe I*a...�armx IDnwn.ppils Ici m MINOIq dNSy cam�Gnl.m+ nisoem'"e�u�:rush aar,.,a�en ono'h%m w�wilm ail � w� lw'rrral�Ge�Iw°rne1lyvK•.v anwar�iNwnaM.nxxc+w ��}} YWq'¢h�Aed lw aktYMmdbweva,I CN14+r Wa,W�+M,Whm,va rUav atl FY SV Wn4.fa ya�algMu e�e9'�'Bq a I.v.hado IY.Ld' MibhNe.tMNwr.e�n<llmmi[m[:trgol mien[m[I cots:nlem:veAHsl/1VII OuoXh eaMM.anB-roana Ksl6ulMnv�mPoawE War .aa .1 . Marx alaThaxu wdm'e trm,inm Pale MxRO RIBN.Ieu SM1aet SM312.NexugM VP22314. Tehrye.FL 3ba Jab Tw Tw TYes ON Ry 555 3 12883TOA T41 Hlp 1 1 Suldnlg GOmponeni Supply, JedadrvlllG.FL 3ffi58, 8.1106 Apr 13201]MITek lndl6triaz,hc. Wetl MaY 1J 12:5J:352p1J Pa9e1 IDy]50N1PWc?NSesL?bA WLFBval4-mbgZNCIMDCpF&Sx121eNRPKYke2KiTtlQljbwzF23k 5-109 I4S11 1]012 22-0Od ffi55 aaB4 3&11-0 5-0PB 5]-1 S]9 SPB S]9 82-15 S21R Suk-1198 81.6 11 h10 s.W 12 6 28 28 8 4.s s pp 4.s a 4 affi 8ffi O ffiS W e d 28 31 S e 1 B �4 15 32 a3 14 13 V 11 4.12 8ffi .1.= 4ffi= byy R%4 4.14 II &B.z 17Al2 Y1-tw Rbcs 31-84 all. 1-0 08z e.ero BPe 5.]n ¢.2-15 attdz PIale0nsMe IXVI- 11:0&3,Etlpe11fi:0i-462d11166J-110M1 LOADING fir SPACAl 2-00 CSI. DEFL. in Qac) Uriah W LATER PGRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.241x15 x999 240 MRO 24V190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 VenITL) -062 1x15 x871180 BCLL 0.0Rep Stress Mr YES WB 0.70 fmrz(TL) 0..0 11 Na Ne BCDL 10.0 Cods FBC20147P5?W] Mal MS Weight 22910 FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No2'Except' TOPCHORD Shuduml wood sfleatMng dlredlyapplled or 2-7d oc pul 1-3:2x45&SS BOTCHORD Rigid darling directly applied or 600 oc bredrg. BOT CHORD 20 SP No.2'Except' MITek recommends that Stabthe lliese had corse bradng 1 15:2x4 SP No.1 be insisted during rs g there edlon,in accnrdanda Win Selollzer WEBS 2x4 SP No.3 Installation guide. SLIDER Len 2x6 SP No.22-0-0,flight 2x9 SP No.218-0 REACTIONS. QM'sf2e) 1=138J/0-58,11=1]46'05-8,10=61N38 Max Hort 1=130(LG 11) Max Up1111=866(LC 12),11=-489ILC 12),10=-152(LC 12) Merz G.1=1387(LC 1),11=1]46(LC 1),10=130(LC 22) FORCES. (k)-Max.Comp.AAax Ten.-All 1.250 go).1.except xfian mown. I TOPCHORD 1-3=23861614,34=222NBB,45=1]1 VI1],58=151flO14,BJ.152618]1, ]-8.139015]6,84 15=-6 1 BOTCHDRD -15=8852009,1495=506/1025,13-14=347/1313,12-13=38211229 4 WEDS 0-15=-3/318,4-14=580 t]2,540.-]2/3]8,8-i<--103/405,J-13285,]-12=52322], 812.336/1450,et t=15831505 NOTES 1)Unbalanced mof live loads have been conedered for this design. 2)Wind ASCE]-1P Vult=1301(3-second gust)Val 01 mph;TCDL3.Opsi;BCDL=5.Opsf;h=25n;0=451;1r24n;.a 51t;Cat. 1%ElmO:EncL,GGp1-0.f 8;MWFRS hfirectlonel)and C-C Exta l(2)00.0 to 3-00,Interior(113-0-0 to 17-0-12,Ededor(2)17(YI2 to 27-1-3,Intedw(1)2]-1-3 to 3011-0 wide;cantilever dghf stressed;porch right elyosi for members and forces&MFRS for reactions shown;Lumber DOL=1.80 plate grip DOL=180 3)Provide adequate manage to prevent water ponding. 4)This Wes has been designed for a 10.0 psf bottom chord live load wooncunent Alm any other live loads. 5)'Thk truss has bean designed for a live load of 200psf on the bottom choul In all areas where a rectangle 380 tell by 2-00 wide all fit belweran the bonan chord and any other mambem,sigh BCDL=1noted, 6)Provide mechanical cornectton(by otflem)of Wee to bearing plate capede of withstanding 36616 spin at Joni 1,4691,uplttt at joint 11 and 1521,uplift at joint 10. AWIaMWe-VwefCwiew pvxmM1rtmCeEAOHTE9 ow MB ANa wLLWEe MI1ExaEfEMHCE fAOEMI<13rev.fOR is fbi USE Wv13n v.Yhl lorrrservYYM'lrl l RkJ I.o y4 Ix 1 1 I -Mnil tru¢sylem.hi rm nw tinting�, m'M, ]sh p Rf µ I nil } GA ks,ur L ts-sv'nsn'..it 1 p. .""' w 1 xn 11 1 rl is xn � - w p nlGocXp MOW aawanrwaeawr smmrm Merremealor�a+m rx, w�m Nim da w nnv run oaP. r, gra i PuanK.rewar�nw 1[GLrolbv lion d .. —bus,Ndncxre d 1.H,1— mi¢ umi 11xMN51/IPn Oua1MemMo,ose B4aM SCSI wllanaeunWrWnl 4er vub EWBW. }a1Ny,INannnm w�RJa xmn 1w 1'Me hNiAe.zl8 rv.leeeawl.SJb 31z.ae.m:Mr1.vhrzJln. T.rrya FL 33810 JOU True Tnca Type ON PN -- - . - 12883TW T42 HiP 1 i Ti11555M Builpn Can nenl8u Job Reterema(opaona0 B W ppN. Jacksornille,FL-32258, 8.110sApr 1320PMITeklntlushies lrc. Wad Meyt]12S):3)201] Pagai 61-12 151045 240.11D:p]SdNM1PWc?NSeaLZ M]W2FBZIeIIiryKOIr�12Tpm5h4WIXggyOKAophn'UiWg9pxFb3i 3&11-0 8142 ]-93 61-2 S]0 5-13 5242 Seal I"A 5do Fiff ®^z' oto= 4 z] ze ®m s 2e ze airs 6 3 �` ry S6 i 1 9 b SM 1 n qq 9 �q 14 31 13 32 12 it 10 ata ;I q8- ry6- pg= 46= u411 axt011 e-1.1z 1510-16 'N].1 3s-&4 3a0 3p p11.0 PI fe OIISN IXYI- I '0.83 Edwl 14'0 0301 1541 9 Etlwl N' 0-041 e-12 S'7 543 611_12__O9-0 LOADING(pni) bPACIHG 2-0-0 CSI. OFR. In (tic) 1Mefl tM PLATES GRW TOLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LLI -0.22 1314 x999 290 MT20 244/190 TCDL 10.0 Lumber DOL L25 BG 0.88 V:n(TL) -0.52 12-13 a796 100 BCLL 0.0 ' Rep Stress lncr YES WB 0.53 HOU(TL) 0.09 10 Na We BCDL 10.0 Code FBC2014 P12007 Metnx-MS Weight:22115 FT=20% LUMBER- BRACING TOPCHORD 2x4SPSS-Exdwd TOPCHORD StmcNml wootl alreelM1ing directlyapplled,except 3 :2x4 SP No.1,S],]-9:2x4 SP NI 2-0-0 co Ni ins(2-2-0 max):4-5. BOTCHORD 2x4 SP NI'E%copP BOTCHORD Rgid wiling directly applied or 6-0-0oc finding. 143:2x4 SP No.1 MITek recommends tat Stablllzers and requiretl cruse bredng WEBS 2x4 SP No.3 li be inelalWtl eudng Imps erection,In acro a., vnI,SteNllza SLIDER Let12x8 SP No.22-00,Right 2x8 SP No.21O-0 Installe4on oulde. REACTIONS. Qloods) t=1389/0-53,10=1735IO5-8,994038 Max Horz 1=11)(LO11) Max Upllfl 1=368ILC 12),10=i49lLC 12).9=-169(LC 12) Mex Grav 1=1389(LC1),10=1)35(LC1),9=128(LC22) FORCES. (N)-Mex.Comp.A.ex Ten.-All Iorom250 gb)orlass efmmtwherlinn . TOP CHORD 1-3=2389IB23,34=230.1958,0.5=1]01059,5O.1551M]8,3)=12]2/584, ]-9=14y319 BOTCHORD 1-14-­6)22119,1314=4M7rO,12-13=40( 140Q11-12-3]9/1115 WEBS 3-14=-349282.4-14 285399,513=-114/4(3,6-12=-051533,6-11=870226, 7-10=-157W49q]-11=3341415 NOTES- 1) OTES1)Unbalanced roof live Made have been considered for this de sign. 2)Wind ASCE 7-16 VUIt=130mph(3-second gi Vasd=101 mph;TCDL=5Opsi BCDLr5.0ps1;h=25X:B=1511;L-248;save=56;Cat. II;Eon Q End..GCI 8;MW FRS(dlraotlo0al)and C-C Extexii 00.0 to 3-0-0,Intedor(1)3-0-0 to 155 2,Exteda(2)1SS2 to 2335.Interifti 28-35 to 39-11 0 zone;cantilever right extrovert;pomh right expossi for members aM forms.A MWFRS for readons shown;Lumber DOL=1.60 plate LIM DOL=1.130 3)PmWde adequate dnlrame to prevent water ponding. 4)The truss has been designed for a 10 0 Net Whom chow this load romcorcurrent wit any other live loads. 5)-This truss has been designed for a live load of 20.0ps1 on me bottom ctwrd in all areas where a rodents 3 60 tall by2 0 0 wile fill fit between the Wit=chord and any other members,wit BGDL=10.Opsf. 6)Protide mechanical cavae mn(by others)of truss to bearing plate capable of withstanding 38816 uplift at front 1,449 to uplift at 16M 10 and!1691b uplift at jdnt 9. 7)Graphlwl purlin represammon does not depict the Was or to orientation of the Iselin along the tap ends baaan chord. QWIIINNonmy4vnynp�mwa.aWgagpNO]Ea eN xMY 4He.WLLUefa Mlfx PRGINR P4eEM)49 m.1a0'MIS B60PEYBE � I�W�Wkl fa uce Mv'Mm 6MlekSccmaclai lN[J 51^�nt4wti mirw��Iv�niafxm Yawn.mtl ala al MutlW dAtlnpcw�amL�ui nan.wem P¢1ae 1a.,nre Ir.YfvJ�>�a1n..read Ymry free mwoaalNoldeYpmnaamefa.mdrs aRnrneaParne xwdag3m momeoYwnl wam9derga. ®acnes.aeonaaemwava�f nloak-0axdrvaw arumwabawo�nwa manse aeY beN.ex YaoPaw mel>�mawnfamsro MITek' atlWPw�waNW MikGhuM WaeYmICW14`.ewlm W�ae Peaa.x kwaY ad agxfY�4xeada.WpanY�d p4b'ee NdR x1e efMVeMessn's M11caMlilao3e.deNery cecKna.11wcxrem Mwevuq mmmlemi[aaVlsl/IFIIQtlIr aXnN,Psed9Oq KAluggCmlpwlwe �.. Ft.=10 BWB hYcmdm wamwaam 1ma Erne kwsnne.ale N.leesaaef.sxW 31 z,esaYawn vgz2ate. T. Jab True Truss Type a Ply 12epToa To Hip 1 1 11155505 Builth Gom appy, Jab Presence(optional) 7/p porWN3 I , Jadaoreadle,FL 32256, M10a Apr 1328p MITek IW140aes.lrc. WW Mey1J1Y.5]:38201] Payet ID:p]SdNhPWc?NSeeL?WM4FBf at4-BAWi?ewDWLBp2xgq?7432y3CpjGXacfjKPNCF253h P142 1&1P15 1891A 26.P1 3P]-1 3180 3911-0 ]-1-12 693 &PB 6P8 N-0 4.13 52-12 scale-I:6B.6 hla= �� ns II 7.10= 620 12 4 z9 s a] ws1 4x51 26 J 3 e p„ 564 n 31 z e is 1 qS 16 16 32 14 33 13 12 11 3A Wo 1.10= pp= 46= 2114 4R10 ]-0-12 iP1P15 1&tide 28-04 3pJ-1 34.84 3980 3Pt1-0 ]-t-02 BA3 868 6DB aJ-0 413 x1112 0 Plate0ftsalsMY1- IP63d Ednel l4'6613Etl IIB' S13 Edpe1110'0.]-110.641 LORDING (psi) SPACING 2-DO 251. AFL n (Loc) Vdefl724. -M TES GRIP TCLL 20.0 %ate Gap DOL 1.25 TC 0.74 Vert(LL) -0.18 tS18 s989 244/190 TCOL 10.0 Lumber DOL 1.25 BC 070 Vert(TL) -042 1516 ISM BCL2 0.0 ' RasslnVES W11NaBCDL 10.o Gode FBC20t4?PI21N)] Malrtx-MS phi:2991b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP BE'Excepr TOPCHORO Susanna]wool sheamn,directly applled or 2810 ac puffins, ae:2x4 SP No.2 swept BOT CHORD 2x4 SP SS'Except' 2-0-0 oc purin5(3-93 max.):46. 13-152x4 SP No.2 BOTCHORD Rigid calling ducally applled or 60.0 ac bracing. WEBS 2x4 SP No.3 WEBS Web Blase:Length(mamber) 67-4(444); OTHERS 2x4 SP No.3 Weis recommends that Stabllizels aid r-y- dareae beGrq SLIDER Left 2x8 SP Na.2 2-60,Right MSP No.22-0-0 be Installed during truss erection,in accordance M0 StaNllear Inslalle0on quitle. REACTIONS. (11/5,2¢) I=l01 -210) 7208-3d,i1=1815N5d Max Harz 1-101(LC 10) Max Uplift 1-355(LC 1),100 -158(2210),11=4O-C 1)12) Mex Gray 1=1359(22 1),10�8(LC 22),11=1815(22 1) FORCES. (Ib)-Mw Comp.Mlax.Ton.-M forces 250 did or less except when Shown. TOPCHORD 13=-2343/524,34-2022/]9$4.5=-1848/805,56-18461805.0-]=143N643, 7d=-1047/495,8-10=A5/417 80TCHORD 1-18=-88120]5,15-16-661275,1445=-547/1816,1394=-39411320,12-13=3M12, 11-12=3138,1611=-31310 WEBS31rz-331/154.4-15=-28363.5-14=428260,6-1L--245/805,6-13-371/141, 7-13=-124865,6-11=-16381518,7-12=7fMM2,&12=359/1404 NOTES- 1) OTES1)Unbalanced roof IN.loads have been considered for this dasign. 2)Wind:ASCE 7-10;Vd1136nph(3-second gust)Veed=101 mph;TCD IrS.Op t,,BCDL-5.0psh h=25ft;3=4Sft;I--24ft;eave=5M Cal. 11;EV O;Encl.,GCpi=0.18;MW FRS(Areclional)and C-C ExleOor(2)66O to 3-0-0,Intedor(l)3-0 0 to 13-7-9.Exleaor(2)13-7-9 to 30-J-1,1ntedor(1)3074 to 38 11-0 rune;cantilever right exposed;porch right mlpased;C-C for members and forces&MW FRS for reedions shown;Lumber 002=1.60 plate gap D0L-1.60 3)Provide adequate drainage to prevent water Ponding. 4)This Imes has been designed for a 10.0 at bottom chord live load lanconaudenl With any oilier Wer leads. 5)'Thns Ituss has been designed for a IW land of 20.Opsf on me Whom chard In all areas Mend a rectangle 380 WI by2-0-0 Wde MI fit between the Wttom chord aM aft, the,members,Min ROM=100OOL 6)Provlde mechanical connection(by others)of Huse to bearing plate capable of wftWtardblg 36511 uplift N Joint 1,15811 uplift M Joint 10 and 476 lb uplift at joint 11. 7)Graphical Wain representation does not deeper the size or me orientation of the fourth along IM tap ander Wtlan chard. Alk XWa YMry4nlan pvmnnn=mCXEIe ad.aX rife AXa WCLVOEO MIIEN PFFEN E IW w.l 0elwe�.IM dMMtl�evt-I vn'M ee nw,,nu1Y�rW 1 9 EeYT I.In§ EWdq daeTwalplWkal�abgevtnl dx'1Lp WYYINY}tl lllffi We0 V1/ hy] Inas h M rN Y WI renlWo lug e kuMkaMrtYAa�e, xecl4madnmJl9NLi eaN MniyiWny reB,tXY OwIIN CMeM.x59-a9aM 0C51WWlnBtompanxe 480E P.EM BM. SdMyINamWbr dVd1Ve I-hua Mate WsIIWe,218 N.tee amaL eJ6312 WewN VA22314. TWrya.FL a3ite JOU Trus T.Type PIT - - 12863TOA TM TI1155.506 Nip �l"emn'rart auyylY. aeV7,BpImIIB.n yGpb. 8.1108 J W I 1 Apr 19201]MITek IMusMes,Im. Wed May 1)125):98201] Page 1 IYe7 1Z IO:p)5tlNMPWc?NSesL?bAW2FBvaf4 R4340zxrHlJggdF3HI1JCFVFaD2KGHGDxL?wkizFb3g 1-0 22]-l0 Zl189 31-61z 3888 &YO SB] 539 S510 52-05 6B3 S2 2 Sub=1:]n.) h10= dM= 6E= hf0= 6.00 12 d Re 33 5 8 3 32 ) 46 a28 33 45. 8 Z W 68C 8 qa 18 15 Nis 12 11 6xtR !I 9th 11 ab= w- 4x10= w 211011 dx1011 61-0 11-0-] P-11 43]-10 2]-16e 94612 386b 38 9 8-0-0 b&] 538 5610 52-15 6&3 LII-f2 0 Plate Oftel MY],- I '038Edg 114'(i 3.Etl I pP0-5-13EOge1110'0.]-1 1 LOADING(peQ SGACINQ- 2-0.0 Cbl. OEFI in (roc) g0eft UO PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Verl(LLI -0.16 1516 >999 240 MT20 244/180 TCDL 10.0 LumUer)OL 1.25 BC 0.)1 VBriQLI -0.411516 >999 180 BGLL 0.0 Rep Stress lncr YES WB 0.59 Borz(Ty 0.09 11 Na Na BCDL 10.0 Gods FBC2014/TPI2007 Meam Welght 224IM FT=209. LUMBER SPACING - TOPCHORD Met Sp No.2'ExcauP TOPCHORD SBucWrelwaod sheathingdrectlyapplied or 2-11-12 oc purlins, 14 2x4 SP SS except BOTCHORD 2x4 SP No.2'Except' 200 oc WrIns(3-8d max):4-7. 1-15:2x4 SP SS BOTCHORD Rigid calling directly appllad ore-0.0 oc bracing. WEBS 20 SP Nog MITek recomm.near that Stabilizers and regulted cross braclg SLIDER Left 2x8 SP No.2 2-0-0,Right 918 SP No.218-0 be Install"tlMlg tmrs erection,In accordance vAlh Slablllzer Inslallationfaulde. REACTIONS. (Ibkize) 1=1353103-11,10=16038,11=1815b-58 Merz Rea 1=85(LC 10) i Mex Uplift 1=-361(LC 12),IR-140(LC 10),11 498(LC 12) Max Grav 1=1353(LC 1),10-04(LC 22),11=1815(LG 1) FORCES. (Ib)-Mex.Cwnp.IMex.Ten.-All tomes 250(Ib)or less except wfien stwwn. TOP CHORD 13=-2MM10,34=2129/324.4-5=2156985,5E=19z ,a-7=-1920/820, ]8=-133&589,8-1R-52954 BOT CHORD 11-12=-1/1986,151-2611/1998,14-15-eo>/19I0,1310.8)62159,12-13z36flg2W, 11-12=261/1,10-11=-261/1 WEBS 415=-52]151.8-111/102,8-13--14-12,4313=331/1013,]-12=-559242, 51201/1541,8-11=-1848/SW,4-t4=12Y430 NOTES 1)Unbalanced mol live loads larval been considered for Mk design. 2)Wind ASCE 710;Vuli 30mph(3-aso M gust)Vaetl=101mph;TCDI--5gpef;BCDL=5Opsf;R2511;8=458;U24R;eavedft;C. II;Elm C:End.,GCpi=0.18;MFRS(tllrectlolal)and C-C Eg ior(2)0-0.0 to 300,li tedor(i)330 to 11-6-1,Pali 1145-1 to 324-13,Intel 32413 to 339-8 zone;clumlever right exposed:porch right exposed;G-C for members and forces 8 MFRS lot reactions shovm;Lumber DOL=1 60 pate gdp DOL-1.60 3)Provide ade pule drainage to prevent water ponding. 4)The Muss has been designed for a 10.0 psi bottom chord It.bed IImK went wRh arty olirer live I.., 5)•Time truss has been designed for a live load W 20Apsf on lite UOUom Mord In all areas where a rectangle 38 bell by2-0-0witle will fit bersean Mal bottom chord and arty other members. e)ProNtle mechanical connection(by others)of three to bearing plate capable of withstanding 381 M uplift at Idnt 1,140It,upllit at pint 10 and 4981b full did Tit 11. 7)Graphical si in representation does not depict the size of Me orentaUnl of the pudin along the top andfor boRoln chord. Q ass.-avayyrewr, -....MTIfxXB NCLIgEOMIIE11aEFEMNCE FAaE.161111 m.I4RYAI6 KFdif YHE CeYp1 wYtlMIsedYV'MN Ma 1.xirvwCols.M omMo6.wYV upon comma mslwwn.aNhlamMMWtlIr.M9ry xwnrulxnl.ml a Mmryakm.Beraem.law I dpro.mucking.".. CLLMMoI aYonom; mlxrxrsuq on, M.b.s RB IMoawovaaA waw,daa9rl.aacrl9lrlmerneeemwevenla<uroxrlr.lrnrla al�wma�n/xr�man.,nani"mr.naaxorle leml>oraraldvBlmawrllawlp 1e ' am.axreawad wrmanrawlxh+awwllcwa..e..lrcll>o'mweelrerle ry.y arawwem oaoroe. r«galaa3aawe wlhaaglre IRxkalbrtxla�o.OalNc y.aecrmmaM MwLpollnve:a'd nrmmxrt:s:GXL/Rn GwLM 43a.rin.pA.MmM 6CSI auAIM9Compnxnl v. no It fLFM M3 Ilry . ay NV aYgmaXm wdyln pwn Il�p IMe MMma.RIaH lea elmet SIM312 NemMla VFY1314. Tea, ]3510 Job Tule Truss Type Pty 12663TOA T45 711155507 IBD t 1 go �) ro w WNr. amxxlrvse,FL 322x, 8.1108Apr 13201]MITBk lnduatrlW,lnc. Wed MBY1)12:5]40201] Pa9ef IDy]6dNhPWc?NSaxL?Ig 2F8Oaf4)YdSWXT&1 HDgp1OAY8T2NMdN4?kd4?. HlF 70.0 4&) 164E 23510 2&10.0 30]42 3888 ]-0.0 28] Se 6114 6615 483 5142 bole=1]0.6 hto- SW 12 2M II 7. 4-10= 2x4\\ d 29 5 6 Jt ] N J 46 %6% 2] 8 � 2 as it 32 61B� d � 1yg 15 11 13 12 11 .12 II Saids_ his= 4vs= pg= 2x4 II 4ttO II 88.] 164E 233.10 28408 346.12 3868 36 PB7 6615 a'" 6615 4E 3 L11 12 0 PI 1 OYNa DCVI- 11098 Edo 1 I 5-13 Ed IPO-5-i Edoel I1D'&]11 0.011 LpADING(psi) SPACING- 2-00F.Ill OEFI in (Ix) Udall LM [W­A TES pBIP TCLL 20.0 Plate GOD DOL 1.259 Ved(LL) 0.2214-15 >899 240T20 244190GDL 10.0 Lumber DOL 1.250.60 Ved(TL) 056 1415 >Y38 180OLL 0.0 ' Rep Stress Ylcr YES 0.63 Horr(TL) 0.10 11 WeNaCDL 1 .0 Cook FBC2014/TP ?OO] eIgM:2111b FT=20% LUMBER- BRACING. TOPCHORD 2x4 SP No.2'ExcepY TOPCHORD Strou l wall sheathing dlrecdy applied or 2-2-0 a,Dudlns,except 1-4:2x4 SP SS 2-0.0 w bu lns(2-2-0max):4-]. BOTCHORD 2x4 SP No.2-Exceph BOTCHORD Rigid ceiling directly applied or 6-0O oc bracing. 1-15:2x6 SP No.t Mil recommends that Slabilizere end required cross MaGl1p WEBS 2x4 SP No.3 be Installed during truss erection,In exordence MtM1 Sleblllzer SLIDER Leff 2x6 SP No.22OO,Right 21d1 SP No.246-0 Installation guide. REACTIONS. (Ibhka) 1=1350M1adeniNd,10=3810.3-8,11=187285-8 Max Hort 1=40(LC 10) Max Uplift 1=361(LC 12),10=-175(LC 10),11=-503(LC 12) FORCES. (Ib)-Max.Oomp.Rvax.ran.-All IOroe6250(to)orleas exceptxeea shorn. TOPCHORD 13=2269 ,34-2167WI.4-5=-25]1/1006,51x--291/100,&]=2207/898, 7e_10391485,&10 ]/464 BOT CHORD 1-1 S=-684/1989,1445=649@050,13-14­73W222B,12-13=-321/97),1142=39N2, 10-11-390 B WEBS 3-15=01281,4-14=23Y724.544=4241264.6-13=889/33),)-13=4]BI1506, 712_--76529],&12=-3)&1506,&11 1l7W585,644-126438 NOTE& 1)Unbalanced roof the load.have been considered for this design. 2)Wind:ASCE 7-10;Vdt=130mph(3aecand gust)Vasd=101 mall;TCDLd.Opsb BCD(=50psb h=25iL 8=451t;L=2411;6aved11;Cal. 11;EIS C;End.,GCpi=D.18;MFRS(dredlonal)and C-C Exterior(2)00.0 to 3-00,Interor(t)360 to 961,Exledor(2)98-1 to 34-7-12,lrivivi 1)34-]-12103898 nine;cantrover right axposatl;porch right eVNNa;C-0 for members and fomes 8 MFRS for reeOf..shown;Lumber DOL-1.60 plate grip DCI=I.BD 3)Provide adequate drainage to proWnl water ponding. 4)This truss has been designed for a 10.0 psf bodorn choN live load nonconourmt Will any other live load . 5)'This tN88 M134 been designed for a live load of 20.O1t on Me Mnom cM1ON In all areae Mere a reGengle 3 6-0 tall by 2-0 0 wide Will fit belva an Me bottom shod end any Other members. 6)Roger Is glyder(s)for truss to truss wrclestions. 7)Provide Medial cotmedion(by others)of floss to beading plate capable of whhstallding Sat Ib ua lft at)dM 1,1751b uplift at joint 10 arm SM lb uplift at joint 11. 8)GrapMcal aurin representation does not depict me size or 01e orientation of Bre W din all idle top of WOr Uotlan shl Q 1M.-NrPy 6YBepv-0-ead6eAPNPIF3 ON]1e9IXe lICLYOEa tlIENlr6EaµCE IA4a hei m'.1.11.aSf DOYa1 vaNt for rim,xvy Mn Moore cmrecbrs.this da4T 6 wed only axe Marten.ad61a mYxNWJM 1NNvv cwnporenl.ml M1�fy.Gem.Belae�.It'e asMaB�4ixx nxwl Wally IM gFJlcatIm o1�Mam3leii up Ia W adY I^caMate Ilt dmLillnb IM oval .°Nevub bougauxxvidoa�yma1etldw°a° rre �aomew .e.vadaae�nd�'"bmaa°" .awwMa'��'leam MiTek' 11bY:alnl.sNape.tliM9Yxlskmm[IdacMgolln�z[aNlnffixyYani"�axNL/IRIflutllhnllW.afa'aWald aall MlWnBC3nxpes agreipe.F.all SdMy Mumekm aidlQJe M1cm Los Rale MOMe,112 N.lee 0-1 Ne.VAYIJN Tema,11]3510 Job Tmre T.Type Gy Ply 12869TOA T48 Wp I t left1/155508 &Bldlg Cd,pOred Slyl9y, ,Md{WnNIb,FL 32256, 8.110 a AFT 13201]an Tek InduaNea,Its Wel May 17 125]:41201] Page l 3Btt ]e] t4� ID:D]5dNhPWc]NSesL2bAw2FBziel4 blBgeySpGZQMPSPBMIpaWxljrt IVP1U/paz U 25 20413 14 39A2 31108 y312 3BB8 3311 311-12 Hq4 6 314 427 29321!M aafb.x:]0.8 5.00 F,2 7x10= NM 2H 66= 4u= 26 28 5 6 )as as -as st is as 914 I 6% a 3, 6 1 10 /1 Q 16 IS 14 13 12 dxl2 11 ME= hold= 46= Po6= H5- 4x10 II ]94 1425 23113 2]dd! 31-10-8 34812 3368 Y3] 84H 68ga 8&N 43-0 288 411-12 0, 0 Plate Offsets MY)-- I 13Edg 114434AEdgzj105-13EEoel it 11O7-110. 1 L0 No(pN) SPACING- 2-DO CBI. OEFL In gxl Vdeil Uri PlATEB GRIP TCLL 20.0 PING Grip DOI 1.25 TC 0.98 VGMLL) 0.23 15 >999 240 W20 244/190 TCDL 1go. .0 Lumber DOL 1.25 BC 4]8 VertQL) 0.58 1415 >715 180 BCLL 0 ' Rep Stress Inch YES WB 0.88 Horz(TL) 0.12 12 Na Na BCDL 100 Cade FBC2014/(PI2WJ Matrix-MS WeIgM:210b FT=20% LUMBER- BNACWG- TOPCHORD 9W SP No.2'Excepr TOP CHORD Structural wotl wreatlrrpdirectly applied or 2-2-0 ac burins,except 14 2x4 SP No.t 2-0 0 ac Of.(2-2-0mash 46. BOTCHOFD 2x4 SP No.2 BOTCHORD Rigid ceiling dimity applied or 6 O0«bracing. WEBS 2x4 SP No.3 T " tecomma l iM1et Steb hmis and III cross Madng SLIDER Leh 2x8 SP No.22-0-0,Right 2x851 No.2180 be installeddurirlg=arectbn,in accordance Mm Stablllzer natadtl Or1911tle. REACTIONS. eflovsze)Ha 1=1329/M10M1enicel,11=15BI038.12=2014/058 Max Hort 1=4157ft 1 Mex Uplift 1=35](LC 121,11=311(LG 21),12=-52)(LC 12) FORCES. (lb) Mex.Comp./Mex.Ten.-AIIlords250(Ib)orlessexceptwhenshown. TOPCHORD 1-3=2112/813,34=-2255/840,4-5.2963/11345-8=288M1130,6-0=-2833/1093, ]-8=-1681,44,8-9_-1619,9-11=8N680 BOT CHORD 1-1E-fi6811815,15-18=E982113,14-15=961/2652,18-14=E12/1]i3,12-13=-181/383, 11-12 581/59 WEBS 415=3531113,5-15=J18258,6-14=-090'255,J-14=39L1290,8-12=<122]6, 312=18J1/434,Z13=1083/463,8-13=-5511)84,318=8)/442 NOTE& 1)Unbalanced roof live loads have been considered for this design. 2)Wind ASCE 7-10;VUIE1admen(3-second gust)Vasd=f 01mph;TGDLd.OpsO BCDL=50pst M1=291;B=45it;L=24tl;eavedtt;Gat. 11;Exp C;Errcl.,GCpi�.18;MW FRS(dsecttorag and C Exlerior(2)0i to 368,IMedm(1)00-0 to 76-1,Extedi 76-1 to 36-3 6,Intedri 3336 to 3488 zone;cantilever right exposed;porde right elmoeeQCC for members aro forces S MFRS for reactions shown;Lumber DOL-1.60 plate grip OOL-1.60 3)provide aderl drainage to prevent water pot ah, 4)This those has been designed for a 10.0 par bottom word five load rwrw,wrtent Mlh any other live loads. 5)•This suss has boon designed for a live load of 20.OpN on the hottom chord In all areas where a rectangle 36-0tall by 2-a Was .11 lit bwasso the Mllom Shoo and any rus,membaa. 6)Refer to growls)for three to Uwe connections 7)Prowde mechanical connection(by others)of truss to beating plate caI of withstands,357Ib upllh at joint 1,311 Ib uplift at pint 11 and 527 In uplift at joint 12. 8)Graphical puri,hapresentallm deed net depict the size or Oe orientation of Ne W rin along the top antes bottom chord. Q 1Y4— e�Vy~pwenwrwean4 aFIp N01 wsmaa.saoazsd iENPEFGINCE".0 .1 —Ipp .B9O . haSaanY. —o�m.."Ift Mxldeadaer mint veaty lfelfe tx;9k tllr4o1de9g,Ixeamelersa�µhgvlYY� pdadwcanpx¢nl.rot bW{I WeeM1 BacYp YxAcatetlklo,Avant Mrcgag ul MvlAM aimweb wJ/a ctpld memhel qtly K�a�N1" .'arenFnrma I.Irpk( atluali ra]aad MakaltlllywJto Wevenl c/raLlewllnnu�Ie M[cne9 YexYaW PalnalYd�rlmJe.Wr«rrerN lab�rerdN49Yra M kaxY:WxYelalpe.tldlYwy arxlMnwJa«hy 21UN,amrnlmry 3) aXu/IVIIVAM]4,llwlo.ou9s aq BCL3tlpMlpwuN eW4gM.1 Pea. lyY1VY/plTyen aWdYH Yan lnffi Fiore YUIM4a.RIB N.lee Saea1.91@ SI2 NexmSb VRR2111. Terrye.FL aa61a Job Tis Thas Type my ply 11156609 E! 111 TO Hip Girder1 1 Job Refereree o ficial Fuji Compared Ships, Jadaomilk,FL-32256, 8.11Da Aq Ia so,,M'rI.IMIares ,11c. Wed MaY 17 12:5]:43 M17 Paget 33fi 5408 10.]9 15. . ID:p]5tlNhMC?NSMLTOAw2FBnafLX]JWL_MMgWhYgWZjFn*pDq eCOFaa tT]F 212 1910-0 2454 2&OB 33&8 3BbB 335 2]d 480 bF6 LF4b, 4G0 660 3ule=1A8.0 WILED NAILED NAILED NAILED NAILED NAILED NAIIID NAILED NAILED S.0012 ]xID= nf4MT NAILED Ix5= IU1LE0 4 5= NyILED Aa6–NAILED d3– 4A– 1MILED NgILED 3 b 314 MW 34 5 M 3% A 37 M] De 40 San 42 43 B hoo G 2 6 1 10 11 � 1$ 19 µ 13 a. 417 47 4e 16 4e 50 15 51 52 14 53 54 1955 fib 57 12 58 59 A10 II 2x4 II 46– N4AED d6= hunt MT2pH3= 4x10 M14 Wallis=SMILED be= NAILED 3e411 NAILED 012 II WAILED NAILED WILED (AILED NAILED NAKED NAILEDNMILED NAILED NAILED WALED NAILED NAILED NAILED NAILED 335 S1P8 1079 152-12 1&1pq 2dSd 2308 20 d 33A8 3269 3B 335 2-]-3 Lff0 .1 Nd 4N qct 6 42 b]-4 49-0 0 Plate Olfeam("– I2:0.S0.63-0113:0-4>0-2-41 foo:0.2-&62-0118'0-0-12 EEpe4111'Q83 Etloe111392-00.2EL 11]'62-00-2-01 LOADING(psl) SPACING 2-60 LSI. DEFL In god) post L/CPARTES GRIP TCLL 20.0 Prete Gdp DOL 1.25 TC O.B4 Ved(LL) -04215-16 >9B2 240 M@0 24V190 TGDL 10.0 Lumber DOL 1.25 SC D.8] Vert -1.0615-16 >393 food W20HS 187/143 BCLL 0.0 ' Rep Saes Incr NO INS 0.81 Hon(TL) 0.22 12 We We BCDL 10.11 Goa FBG20f4/TPP007 NIMMEMS Wool:219 to FT=20X LUMBER BRACIll TOP CHORD 2x4 SP SS'ExcepY TOP CHORD Structural worn meaning directly applied ort-31 oc purlins. 13:2x4 SP fill BOT CHORD Rigid calling directly apptled or 3-7-9 oc bracing. BOT CHORD 2x4 SP SS'Except' MITex recommends that Stabillzam And requad cruse bredrg 11-14:2x4 SP No.1 be Irelelletl tlunrg Was erection,In acwMence with Slablllzer WEBS 2x4 SP NOD'Ew pt' pe nolatiw Guide. 9-13,3-1],e-14,4-18,]45,515:2x4 SP No 2 SLIDER Len 218 SP Nd2242,Right 2x8 SP bil 20-0 REACTIONS. (Ib/slze) 1=264&Mechanical,11=326'639,12=396]/Q5-8 Max Harz 1-46(LG 6) Max Uplift 1=E19(LC 8),11=-539(LC 17),12=4139(LO 8) Mex Grey f=2849(LC 1),12=3W3(LC 1]) FORCES. (b)-M.Comp.Mlax Ten.-All bodes 250 go).,I.amadehenshown. TOP CHORD 2-3=44]]/1050,34=902W1435,4-5=963W1623,54-66oarll 0$5]=98371803, ]-8-5328/1347.8 9=-3()]919)6,9-11=-15ST394 BOT CHORD 1-19=-78=87,18-19-782AI374,1748=-B 410],18.1]=-133WW28. 15-16-153016848,1415=426Y5391,13-1bA3/30]8,12-13=-3]&D,11-12=-120]2] WEBS 9-13=-]8]/4021,3-1]-53512358,8-13=-2126/566,4-1]=-1141/390,8-14=5802]90, 4-16=-23W1019,]-14-1398/410,546 377222.7-15=290/1545,515=-280/86, 6-15=-51220,912=3 SrM0,2-18=165882 NOTES 1)UnbNancen roof(lye bodies have been considered for this design. 2)WIM:ASCE]-1Q Vult=130mph(3-second gust)Vasd=f 01 mph;TCOL=S.Opsf;BCDL=5.Op1;h=25X;0450;tr24n;save=5fl:Cal. II;Exp C;End.,GCp1=0.18;MINERS(directional;cantilever right sepwatl;porch right WhoseQ Lumber DOL1.60 plate gdp DOL=1.60 3)Provide adequate drainage to prevent water ponam,, 4)NI plazas are MT20 plates unless otherwise indicated. 5)This Wse has been designed for a 10.0 pet banan chord live bad rwnconcurrent with any other live bads. 6)'This Muse hes bean designed for a live load of 20.Opsf on Ole eoftorn chord in all amas w4em a rectangle 3430 be by 2-0E0 wide kin fit between the bonom chord and any other members. ])Refer to gilder(s)for force to mass connections. B)PoDide mechanical connection(by others)of mass to harm,plate capable of sireamliing 6191E uplift at kith 1,5391E uplift at joint 11 and Win b uplift at joint 12. 9)'NAILED'indicates 34M(0.148'x.'1')or 342d(0.14813.25')trends per NOS glidlines. 10)In the LOAD CASE(S)sector loads applied!to the few of the Was em doled as May(F)or beck(B). LOAD CASE(S) Standard Q wxearrcs.vwym.lerrP..,rm..waaAawores.N rats AND a Laalb alrsxaasaaaxwsaaar]sn r...namvorsearoxusa. �' Wern w'M l01 uw oNy Hlh ift.—lns. Fla m..[uMFp�myxxiwd.m1 WWyb:lA,nb—gXVAca h lot gevenl WCiie-Dol4,rlWWlrrl,idJ.—i.rmemtenol�Jy�wMtl M W I—Ponxy valnlocon 1t41blddiD j Fm+awrw+an,'on m..awaa n«.41 wmw re�re re.y�r+wanya�are. raeem,a wl��r.»,Qaa m� = &.4Da. AYhMMrt ikxa3e.WNm. a I—M. t3m.1Miem1.A al/IH1 cu Kferxwb.we.e4uH acct WRwngCmmM,wr 5 , FIL Eurpini rf snwylrxaamnarr mamasom tr�Rolexwa�la.zrerv.Leem�ar.a4N 31z Ne.aano.vAzr3la. &.4 Da.a351r Job Tues Truas Ty Oly Fly 12853TOA T47 Hip Dinner 1 1 TMW bRi wumnpwrnponem aLpgy, Jeelte011V11,lW,Ft-32256, 8.1 SL?r13201]tiX7J3L-Mte6M. Wed Wsguog5]A320f] Pa9e2 ID:p]5dN5PWc?NSeeL?bAr2FBxie14%]Jb3L_MK1geeNVgWZJFnr0pAqNeCOFoea8lTxFb3c LOAD CA (5) 9landaN 1)Dred a Root L (bid. ):Wmber Increase=1.25,Plele Increase=1.25 Unborn Loads(pit) Vert:ISE .39= ,9-11=f0,20-2m--N Conor MWM Loeda(Ib) Vert:3=-101(F)0-101(F)18=-51(F)15=-51(F)8-101(F)1b 219(F)3 101(F)31=-101(F)32=-101(F)3C='101(F)35=-101(F)W-101(F)3]-101(F) 3 -101(F)39-101(F)41-101(F)42=-101(F)A 101(F)04-214(1`)45-51(F)41�-51(F)47-51(F)4 -51(F)1!k-51(F)50=-51(F)51-51(F)52-51(F) 53=-51(F)5 —51(F)55-51(F)58=-51(1`)5]=-51(F)58=197(1`)59=-202(1`) Q WIBNWOYvrN4ugm p.rmrW=n4PESO NOTEa CN 11X5INe MGLUOEO MIIENNEFENIMCEVF4EMbJETf nr 16PY.VISBEEUaEUSE ��' �1 WM Iw va MY�SYIebID<onrecb¢.RB OeLLOlt�tlwlY oWr W unNvvs Mown.unP�eY IroMrwale T6IXiLLJn Inlo R✓ovenrAl Inmiyslem Paha uw.IM W Wq tle9(Nav mu4rnlN Ilc u?• AICWIIY oI0.sXBrpnmplgsgq e a°Wd"rtwm.reaaaeaW��nvaalorM;em��t"'m�i>�. w'va�r:�«,°n�a�r.,�9��W"ae w��"wdre.�'�'n aa:Iro MiTek aMcuMn[bWe,tlNNery.eeeclbn adl Ing u11.n, qn� I.w HmVlfl/INI V a2.CMWIo.Ou-04 aq aCv&itq CompwM sao a FL EenllMtl. }WBNIn1om�1E'r wam�a 5on,lndalrne ndllwa.zlaN.taavreal.saWalz ae.mola vazzala. i *area.FL ax10 Job Truss Trials Trip. r31y Ply Till 56510 12963TOA T40 Rod Special Girder f 2 Job R.fereni 'arel &iNirg Compwwnl SupDIY. Jackeomille,FL-32256, 0.?N0 Lr13201]af4?KMuslda0, algid May Ej:5]:1YWI1 0g.1 206 4013 S]1310:p]SdNM1PWc?NSesL�bAr2FBvai4?KlxGll?_SByrmr]14GEUJJCB6EN1¢AylitllMvzF63U 8 909 208 2-0fi 1-]-0 2-08 208 Sol 110.3 NAILEDNAILED NALN ED ILED 4x5 354 12 4 eve- 5 WULED 3v4% 21 6us 1 46 3 8 2 0 �s 1 24 0 se n 124/ II NAILED Tit BAg1_ NAIIID 1.— NAILED yie II NAILED Speoul T-lon TH026 4210 II 3pe651 .1. II 2-08 4P13 S]'3 7ad &69 z-08 z-09 t.TO 2D 2-06 Plate Oftsels MY)— 11:04-00461,WO.140-2-81180i4,0D61180dd01-811170-3O p-ail LOADING(psH SPACING 200 M. DEPL. In (I., gdall W PLATES OD IP TOLL 200 Plate Grip DOL 1.25 TC DEE Veri -0.0411-12 x999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.03 Ved(TL) -0.1111-12 >999 100 BCLL 0.0Rep Stress lna NO WS 0.35 HoudTL) 002 8 Na Na BCDL 10.0 Code FBC2014 I`12007 Matrix MS WeigM1t 12110 FT=20% WMBER- BRACING TOPCHORD 2x4 SP Ni TOPCHORD StNCMel wood sheathing drecffy applied or 4-0-12w purins. BOTCHORD 2*SP No.2 BOTCHORD Rigid calling dreclly applied or 1000 oc bradlg, WEBS 2x4 SP No.3 SLIDER Lett 2x6 SP 14c21 6 D,Right 2x6 SP No 216-0 REACTIONS. liberal 1=2961,064,8=321WN Max Hort 1=18(LG T) Max Uplift l=4818).8=-494(LC e) FORCES, (lb)-Mad.Comp./Max.Ten,-All forces 250111 Wen except Men shown. ' TOPCHORD 13=-0742071,3-0=5840949,4-5=5431/071,58==SSWre78,60=-4886/154 BOT CHORD 142=68&4319,11-12=686/4319,1011=698x5]6],9-10=6]4/4469,8-9=-8TW4469 WEBS 441=-2T6/1849,4-10=56]/13],S10=15M".3-11=250/153],6-10=-194/1025 NOTES 1)2-plyfiftexces to be connected Iogeherwih 1M(0.131-Itti nails as fdlowa: Top chords connected as follows:pits-1 row at 09-0 x. Dorton dlord,connected as follows:2x6-2 mws staggered at 040 oc. Webs connected as follows:2x4-f mw at 09-0 oc. 2)NI loads are coheldmed equally applied to all piles,except If noted in front(F)or beck(8)tate In the LOAD CASE(S)eedbn.Ply to ply co multo s have been preNdad to dlstaibute only betla noted!as(F)or(B),unless otbervnse indicated 3)Unbalanced root five loads Nye been coreldered for this design. 4)Wind ASCE 710;Vint=130mph(3®econd gust)Vaed=101 mph;TCDLr5 ,1,,,BCDL=5DrsM;III B-15fL L=246;man il;Cal. 11;EIm L;Encl..GCpib.18;MFRS(dredional);Lumber DOL=1.60 plate gap DOL=1.60 5)Provide adequate drainage to prevent water pondrg. 6)This truss has Dun designed for a 10.0 1 hotlom chord live load noncorourrent Win any other live loads. 7)'Thls truss has been designed for a live load of 20.Opsf on the bottom Mord in all areas Mare a rectangle 3&D all by 0 0 wide Vn6 fll betWeeO the tO60m chord and any other members. e)Provide mechanical connection(by there)of Wes to Distant,plata capable of MlxM bald,480 lb uplift at joint 1 and 494%uplift at joint 8, 9)Use USP THD26(With 160 nails into Girder 6 NASD reils into Trues)or equivalent spaced at 2-00 oc max stalting at 07-9 from Me left and!to]-]-911 conned thing s)to front face d Wham chord. 10)RII all nell holes where banger Is in contact w1h lumber. 11)'NAILED'Inalcates 31M(0.148'X3)or 312E(0.140'X3.25')foe-nails per NDS guldllnes. 12)Hangers)or otler connecgon davice(s)shall W provided sufficient to s rppod concentrated Ioad(s)11 Ib down at 3-113 an Indiana Mord. The design seledon of such conrecgon duces)Is the r ythica hlllly M others. LOAD CASES) Standard Q WAaXNa-YMIy Mrp,pvsmpwar aEAD NOrE4 M rse ANa.CLacere x0e£EA4 PAOEYV)ITJ w.Vendors BEFOM bas Ceslpn WYJ for rnYY.1h...conn RhOessar n.Wf`hr.lm pnanelm.,ml blw m I..luxi canpvwnt rpt f01.Ina rvarch waWmuc Y.-ho"Mkaley bol galrwml Wepninmi erhtlWmWWeb uni eMtl n—.uninfiri IT WY YIA .wmrxrWY�W ovirmi busho aawmr�xa.d Ln N9AlIN�wm w.�.afewrTM.wml.>sL+ene'pad aarvmdwwadvda.a9a. Iw9nprW W3mpe r.9aa9llw M k kMkaMrt alwapx.Mit✓my.me[:Ymml ba:Irgollnmeragl,w MbnnnaVW/IPIIWWyCdwb,DeaMaM aLY BUMPCarrywxnl reN2 M. T ]Why IrYwmaXm a�d9xe M1an Lis FMe YMMe,11e N.Lee Sacel,SJ6314.NexaiJq VA'YY114. Tsirye,FL a.,. .rob rresR rrwrype Ory Pry t2083T0A roe Raoi special r,�raar 1 rtttsssto 2 Job Refcrerce o tionar BUIMIrIp Component Buppry, Jackspnnlle,FL-32258, B.11CCApr132c1)MlrsklMusMes.llc. ---111 'Al2 ID:p]SdNM1PWc9NSesL2bAw2FBzieN-]KtzGM17 SBymR]I4GEUJJC88EI1hcAY8airgv6030 ' LOAD CAM(S) SlandaM 1)Oead a Roof Jy (balanced):Lumber Increase=1.25,Plate Increase=1.25 UMfoml Loans(pit) Van:I I=EO,4-r -63,5E=6C,1317=- 0 Comvraraled Loads(Ib) Ver,4_12(B)5=15(B)11=11(B)12-49(Fl ID=-1321(F=-13W,B=-12)¢=-133o(F)22-151B124—3(B)25=-282981 -12(B)27=3(B) Al M PUANE-Vx Mtlyn�mL READ NME50N TIN54N0 W GaaO MIRK REFERRNCE PAGE NW74A nr.16VLR015 GEGas rlesk)n Is.foI¢e.1.A11eM9 ewreckn.Rt lY9�6d[ .,ulurtµ.i^onelers Lwun�.oxl k lw mF]M1tlxr dads 11-1-1.-1 insV WtAe Ve.IM IXA gdl6} MWV A"nO q;Jtd OIO Wpa'andenm]p IYTcdryxde ad aelbn ldo lM wmd IxAelhyl�Ypn.BVSp YtlevNtlkb{�eaaG Hyo1 bJ1M1]dlns WeDad/acMOmaMUSaYy M91bvY bn�ayatl�nna��ltl Jp ndwy5lagYea DasaaYTdb Aewri CM[Pe WXq+�[YaG K1 fYrYtlKlpoWlY Wntps rg9�Ad YWbce�quUpX� ldak.ImK.Ma�e,dnBw.aeclbnatllKvipdLuoasmOLwanlennsxNN4fIg10wNyCM40lH9dplCfl�bnp Gngwnl BfOVP. ESI BW. SaIMy INanpXm PNWYfpn Inm MgYiX1110.21a N.W S Bal.9lle 312 Nvutlb.V.e ZIf 11. TEnpA.FL.10 Jap Ties Tru®Typs pry ppb 12063Tpq T4B HBII HID 1 1 711155511 Buiiang ComWrpm SUPpry, Jackaonvtlia,FL-32256. 3.1106 Apr 13201)MiTek IMuenYes,Im. Wed Mey 1]12i]:45201] Pope 1 ID:p]SdN3PWc?NSeeL?bgw2FBxief0.lYVRLUI?uV4gO?iDszllfWlHlr3vg]I�KHSFylzFD3e d-0 0 gpp 4oa I 2-00 ' d.5= 3qM•1:19.0 d S.W 12 f3 SM i 2 1 a 5 2x4 II ale II Q30 EUL W ac-0 znD Plena Otreek fan-- ti&1-86&41 IAABINO(paD SPACING- 2-0-0 CSI. BEFL In (lac) own w PLATES GM TCLL 20.0 Plate Gnp DOL 1.25 TC 0.48 Ved(LL) 0.24 &11 >293 240 Mf20 24V130 TWL 10.0 Wmbe DOL 1.25 BC O.BB VadRLI -0.19 &11 a36] 130 BCLL 0.0 Rep Stress Ina YES WB 0.08 Hez(TL) -(L 9 4 Ne Na BCDL 10.0 Code FBG2D14fTPI2007 Whir MP Weight 28b F7=20% LUMBEW BRACINO- TOP CHORD 2x4 SP No.2 TOPCHORO Structural wood drea1N11g directly appgeal or&i oc putlina. BOT CHORD 2x4 SP No.2BOTCHORD Rigid owing directly applied or 3104 oc bradn9. WEBS 2a4 SP 1 Mil re summ sde that Stabilizes ed esin ed cross Dractrg SLIDER Left 2x8 SP No.218-0 be ratified due,truss erection,in accordance Wllh Ssblllzer Instaliatlon oulde. REACTIONS. Mac, o 1ids9i 18,4=53?AeUlanlwl,5=182RAeMervicel Max Horz 1�9(LC 12) Mex Uplift 1=-128(LC 12),4=42(LG 8),5-125(-C 12) FORCES. he Mex.Comp.Mtax.Ten.-All forces 250 pb)or lees except wfir sdown. TOPCHORD 13=-15]/346 WEBS 36-1 71257 NOTES 1)unbalanced roof live loads have been considered for this tlesign. 2)Wird:ASCE J-10;Vu1U130mph(3seccnd guest)Vital 01 mph;TCDL=5.0i BCDLd.0psb h35it;B=4511;L=2411;seal Cat. Il;Exp C;End.,Geo=0.18;MFRS(directional)and C-C Ederlor(2)0.&0 to 300,Inner 360 W 4-P0,tors (2)4-0-0 to &1 t-4 zone;ordlever lett exposed;parch left and right exposed;G-C for members and forces 8 MWFRS for wiseacres shown; Lumber DOL=1.80 plata gnp D01=1.60 3) Provide adequate drainage to prevent water ponding. 4)This trues has been designed for a 10.0 pe botlem choral live bad nonconwrrent Mih any other INe balk. 5)-This times has been designed for a live load of 201 on the bomen chord In all areas Mew a rectangle 380 tall by 2-01 wide will fit between the bottom chord and arty other members. 6)Refer to Order(sj for trues to truss candelabra. T)provide mechanbal connection(by othea)of anal to head,plate capable of w11I15tanding 138 to uplift at joint 1,42 to uplift at Joni 4 and 125 I0 uplift at joint S. QWINWO-reed,, .aM pEeO MOTEa aN TNIa RNO MCLVO[OMIEa NEFENIN[E PIOEwAIx✓Jn✓IaO1?]ISIEWIIEYBE CMprvb]Mmaiy Wlh.caw ..lM�rra -] "..,......urs girnm.ma hta m...M WMlrprnmveni,ml Ou aybMn.wlae Imo.M»dabg eb[benr mut wMry Irw gDIM'.adltY of tledpr paanwlam m]gccedy rieapaef a Rk� mar, oar, W IMIIYBdBM M�41�`haq bb3Mevaarl"c w111mi1 y JewrymJ`pMMY IIWe P aw dr9 of lNatlry M k• rmcrna.e«gs.mxe®w.erecxonuaamrp nrmmn.arawvuo,wm..eaVtelml VAWCA«ypeaavure eCfl Buwl0 eorlporr.le a.M acew emwemNlaoN wmraml rl�n Rale manna.z1e m.roe snmel,sdbatz Wa....m,vq 22ate. Terlpe,a 3afo Job Tress Tees TYPe Ory ply 711155512 12883NA 760 Hef Hip Girder OW ��� he Ica(OOlimell ewwltg L.Ompona115Lgpry, Jetl¢Omn119,FL 32258, ?NEas Ag132017MTWRUJl?cvV4qIM. Wed Wry i]12:58E5201] Pagal ID:p]SdNM1PWc9NSeeLObAw2FSeaN-TWgLUt2csV4gO1i0aDdNYIN0e6Mg8E6KHSFyLZFb3e 200 6-00 264 I a-04 sub=1111 slier tl 46= SW V2WILED 3 sa8 i 2 1 6wit 14 5 s�N NAILED 3611 0 300 200 604 '630' Y60 LDO Plate OXeel6IXY1-- x1:0.1-BOO-0I LOADING(psg 6PAGING 240 CBI. DER. In gOc) lei Ud PLATER GINP TCLL 20.0 Plata Grip DOL 1.25 TC 0.31 Vem(LL) 0.17 58 x415 240 MF20 2W190 TCOL 10.0 Lumbar DOL 1.25 BC 0.67 Vrsi -0.20 56 >354 180 BCLL 00Rep Stress Inv NO WB 0.04 HOrz(FL) 0.16 4 that We BCDL 10.0 Cods FBC20147TPI2007 ww.mP VWgM:2510 F7=20% LUMBER- BRACINO- TOPCHORD 9W SP No.2 TOPCHORD Structural wood sheathing directly applied or 640 oc punins. BOTCHORD 20 SP No.2 BOTCHORD Rigid calling Damily applied of l 040 oc bracing. WEBS 2x4 SP No.3 MITek recommends that Stablllzere and required craps bredllp SLIDER Left 2x8 SP No.21-60 ba Insisted during truss erection,In accordance w Stabillmr Indelation oulUe. REACTIONS. (IWsize) t=280/03-8,4=111VMechanlca1,5=10]IMectlenlcel Max Hoa 1=35(LC 8) Most,Uplift 1=162(LC 8),4=-86(LC 4),5=9D(LC 5) Max Orav 1=2W(LC 1),4_-118(LC 1),5=127(LC 3) FORCES. (lb) Mar.Comp mar,Tan.-All forces 250(lb)or Is,.except shen.hown. NOTES- 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuft=130mph(3 second gusll Vaa =-101 mph;TCDLd Opsh BCDI_,5D al;82511;8=45ft;L=24ft;movii4X;Cel. 11;Exp C;End.,GCpi=0.18;MW FRS sawhorse):cantilever left exposed;porch left and right exposed;Lumbar DOL=1.60 plate grip DOL=1.60 3)Provide adequate theme,to prevent to,pond8q. 4)This boas hes been designed for a 10 0 pet bottom chord live load nonconwrrent with any Other live Inside. 5)-This tress has been designed for a live load of 200pe on the bollen Glom in all areas where a recbllgle 38-D all by 2-0-0arde will fit between the bottom chord anti are other members. 6)Rather to glydeds)for truss to Imes connections, 7)Protide mechanical connaceon(by Others)of truss to bearing plate capable of with tarn,16210 upllft at joint 1,B6 M LI M at joint 4 and 9010 LIAM at jdnt 5. 8)'NAILED"indicates 3-1 ad(0.148'X3"I or 3-12d(0.148'x&25')hornets per NDS guid bots B)Harlger(s)or ther connection device(s)shall ba provided sulXdent to.uppon concentrated!load(s)24 0 down and 81 Ib up at 2-0-0 on top chord,and 7IID cover and 610 up at 23-2 on WHorn chord The desig eelecton of such connection Cavlss(s)Is the r JponelWlry al others. 10)In the LOAD CASE(S)which,loads applied to the face of the truss are noted as from(F)or bad,(B). LOADCASE(S) Standard 1)Dead.ROW Live(inland):Lumber Incraase=1 25,Plate INdemare=1.25 Uniform Lorca 0) Van:13=80,315-7=20 Conceltrele Loads go) Ven:e=7(F)14=-3(F) Q WMM9-WNyMmnpvmMxew14 aFIDND1E5 de]I0.AND NLLWED MIIEe aF!£APN[F isms MF)IAre,IOOYAIs6EWP . Peilign only Mh Mlltl±P mrectds.Ltrlehij, l—,I it...... M1IWNid WNrocwngnenrl.ml WIa6ryM1ble.ENpe V9.pndlNfgO9LLareI mlwl wMN IMgNY1 OltleYpn farutrelen aN popallV Monte--ale the Oai,TllnblM oveldl rbddB4yr.ht1f1y1YgEaHtlNto paveMlmxlYgoNMlMwlmmweO m]/a tlwla member wYK AddewM lemp"'I-Waq[emgreelM«Idyl MiTek tdwalaregladlunmmmumwew�tcox¢eewm p++ +Ia pebxd-rv��1 wa+�rmwlm-rw un.na s�e�. �e<r.a4 n�a IYk(4Y a61a�.tltlNwy.geclxnaglralpotmmermlmrmeMeme waW517Int OUWMeIBMa,OsaMmtl SCSI WIImrp Caripananl : r.4v t.E—awe. YdYyYbnitlbl w.YaLL Ywn➢uRWexuBklle.110 N.1ee 5nael.SlbJ12 P1zwrLka VA'12)11. I Tvry..FL stale Jobimm Turas Type Oy Ply 55513 I12383TOA T61 Com.d 2 1 Job Rao.ewn tobonag &along Cwnporenl Slpply, Jeek60nVIIk,FL-32258, I8110cAp1320 _ k Wad 25]:48201]oPage 1 Dp]StlDMPWc]NSeaLiDAw2FB8afRpJtLNmEdeChWHIPBDHy01,1SWRKPYrtTwBOU2FW ]nO 11d 12-40 t4P0 POO -114 2" 2FO-0 does 1:334 see= 4 am iz 2a4J 2x40 s B a. 6 C 2 8 1 ]II e 111 4x12 II h10 012 1' 6-11-8 ta$0 &11-8 pHs Pleb OXeets(%Y)-- 11 0­3O,Edge] 14:0"&2 41,pcEdue 0-0-01 LOADING(pal) SPACING- 2-Q0 CRU DEFL. In goc) IMeII nPo PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.70 VeMLL) -0.12 8-11 >M 240 Mi20 2441190 TOOL 10.0 Lumber DOL 1.25 BC 0.]5 Ved(!L) -0.31 Bti >715 tag BOLL 0.0 ' Rep Stress Incr YES WS 0.21 Hor2(TQ 0.05 ] We We BCDL 10.0 Code FBC2014 P20W Matrix-MS Weight Wto FT-2M LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPOHORD Structural wall sheathing dredlyapplletl or 37-5 oa puffins. BOTOHORD 2x4 SP No2 BOTOHORD Rigid dealing directly applied or 10.0­0 oc Loading. WEBS 2x4 SP No.3 MITek recommeM6 Ih1.SIabIlEers atalleddUutin=== SLIDER Left2x8SPNo.21-80,Rightx8SPNo.2140 eInms .11o , Insbllatian guide. REACTIONS. Mak,los) 1=7901E-5-8,7=79dQQ8 l4a, Max 1=75(7011) Mau Uplift OpIIX 1=40](LC 12).]=20](LC 12) FORCES. (Ib)-Mar.Comp.IMax.Tion.-All loran 250(b)orless ameptwfien shown. TOP CHORD 1-3=11821418,34=-946K$70,4-5-94V375,5-7-11 CV414 BOT CHORD 1-8=30 IM,]3=-28]1981 WEBS 3 8=-294203,43-2()21561,5-8=2761196 NOTES- 1)Unle langKl root the loads have been wrreimmel lar this design. 2)Wind ASCE 7-10;VWt=120mph(&second gust)Vasd=101 mph;TCDL=50 sf;BCDL=50pst.h=25t1;8=4511;b241t;eave­­411;Oat. II;Bxp C;End.,GCpi=0.18;MFRS(diredersaft and C-C Exledog2)0­O-0 to 3-00,Intedcr(1)QQO to 411-8,Eldedor(2)9-11-810 12-10-2 zhne;GC for members and Imces 8 MFRS for pardons shown;Lumber DOL=1.60 plane grip DOL=1A) 3)This Vasa has bean designed for a 10.0 pre bothom choN five bad nonconwrna t wfth any other Live be&. 4)'This truss has been dealgned for a Ilve load of 20.Opsf on Me bollom chortl in all areas wfiere a red"Ifir 38 0 tell by 2­0­0 wide wIII fit between the bolmn drord and any other members. 5)Provide meche0loal conneMlon(by others)of Imas to beadW plata whistle of withstanding 207 Ib OR(et joint 1 and 207Ib doubt at fain]. QWerepa -YMy0.tlppeMwaW aFla MaIE4 p1 ia9Y/P wClVp�aNEx aEFFPINCEVaeEali]4Am.IpeyWlaaVOPEV4E �tlpi WYJMuswYy MN xTlek9rnreciws.Rktle9anbb iwYY�Obn W�anelwf slwvm mtlhlw mh]IW,d dJbecanpa�enf.ror dr,dedau 9IXlp Mltva Flo q�arwnl FNCYtry ulYphYdtl le�mNweDr ml/dcMtllm�umlersgGYy.pryJlIXbxY bYxngaayadlnlorna'n�atl2no bdavli repla]Nap@IlyuWloge�mlcdlgx Wlhq�epwvn9 t6ayadgcgeMdwna3e. iw 6wrtrtl gXlvrce�cp d�Ml Te M1 ek' 1.lMLVMYfIp de.rlBNery.gecbnaWly 3gW Mrstnatl Msryilmnt".IX/,f1y/gIWYINCMaM.g3B-a9aM Beel6uMFp Canpwwnl BPo4 Vend EM aNO. ayNy WpnpxM w6't1e hwn ln6 Rale axBROa 418N LIXSaae1.91b]12 NeiatlM.VAYlJ14. ieirye.FL 3Y1a rJob Trues Thos Type Ply 55514 12863T0A T62 Common 5 1 Job 17 WIFsre opal tri Building Component Supply, JI¢ks0rwille,FL-32256, ?NS S? r132 afM uY6uilaNes,IIx:, Wed Mry1]12.5]:4]Wt] Pege1 ID:p]SdN6P 21LO LlbAx2F8veiLOUY6uits061(YdIxIOOBvgeV6mM8i00ne#AOEZF03Y ]-00 BttO t2-tt-0 1911-0 ]d0 2-11-0 2-11-8 hU0 Sub=1335 56= a s W t2 bq sxa 1/ 3 5 1] 18 59 i e 2 B 1 ] Ig 6 .It II 7x10- 0.x1£ 11 9114 19110 9114 9116 PMta0lfeefBIXY1- 11Q38Edoe114103 .42-4117:08-3Edna1 LOADING(pep SPACING- 2-40 CSI. DER. in (loc) Wen LW PLATES GRIP TOLL 20.0 Pbte Gap DOL 125 TC 0.58 VeMLQ -0.11 8-15 >9W 240 off 2441190 TCOL 10.0 Lumber DOL 125 BC 0,76 Vad(TL) -0.29 8-15 4921 1 W BOLL 0.0 - Rep Stress hot YES INS 0.22 Hor2(TL) 0.04 7 Na We BCDL 10.0 Code FBC2014]TPN00] years MS Weight 91 In FT=20% LUMBER- SPACING- TOP CHORD 2x4 SP No.2 TOP CHORD SIIuc1urtl waud mounting dlreNy applied or 4-3100o PUMM. BOT CHORD 2x4 SP No.2 BOT CHORD R M caning directly,applied or 1040 no bracing. WEBS 2x4 SP No.3 MITo' recommends that Stablli2em and required crass lmal SLIDER Left 2x8 SP No.21-6-0,Right 2x8 SP No.2 L6 0 be thstalled duMg Imes erection,in mortal with Stabdifer In didur ton aide. REACTIONS. (IWI.) 1=]9705-8,7=]971058 Mex Honr 1=76([-C 10) Max Uplift 1=209(L012),7-209(LC 12) FORCES, (Ib)-Max.Comp.44ax.Ten.-All forces 250(ID)or less except urban spawn. TOPCHORD to-11]]/425,34=-962/37Q45=W6 .5-0=-11]]/425 BOTCHORD 18=-301/1016,7-8-300/1016 WEBS 44=-200si"=-2931202.3 8---29=02 NOTES 1)UMalance l roof Ilya toads have been considered for the design. 2)Vi ASCE 7-10;Vult=130al(3-second gust)Vas l l0ffal TCDL-S OpsB BCDL3 OW I=25fL B=45ft;L=2411;eave--lft;Cat. II;Ern C;act.,Gl MFRS(directional)and C-C Extedor(2)0 Q to 3Q0,Inte0or(1)30-0 to 9-114.Exbdor(2)9114 to 13-0 .:C-C for members and tortes 8 MWFRS for teeMtons shown;Lumber DOL-1.60 plate grip 001-1,60 3)ThIs Vias has been designed fora 10.0 Pet bottom choN live bad ranumcurrent all arty other Ilve trade. 4)-This fuss hey peon designed for a live load of 20.Opaf on Me Bolton chard in all areas w4ere a rectangle 36-0 tall by2-(,O wide alL fit between the Wftom clam and any other members. 5)Provide mechanlcal connection(by others)of ones to baadng plata capable of WthstaWiW 2091b uplift at IGnt 1 aM 209 lb uplift at jalnt 7. AMansell Norse ON rose IMO MGIUa aYF149nr IaOHtlI6BVOBE 1leE Demnwlldl M .3yui tl ly urml 1 5v mfYb lath MHya Wnxpcanpvml.rot 1 "e r. r .... µ ryl -1-1- 110UorY Ll MdM ab xMM9dl bio ilnovalyl N h 1 f I ll. Afr 11 1 a., 1 .T one M11brJ bmpeaymn Nennaer"moad Welk' kWIM✓n'J 11.'111.1111xtl 1wltt Pessd Ve IhyeV rt1r Ta1Y-.>li rq�n&J puMMxceleT 49M 2M :kn qY kllwry-1 .b 1,11nman +n ANN/RII Gwtry CIIIwb.Wit-altMaN:& Us.Pxrke v.BMd. 4WrylNgrmdm tlYlle M1wn Pka YFIeNe,'11B N.I-Vreet3 312A§aMMVAY1311. T.,11-aauo Job Thin Tnlss Type Oty Ply 56616 12863TOA 753 Hip 1 1 Job Reference keret Building Component Supply, JeckeomilN.FL-32256. 0.SeeL'ar132oaf4u56 hMUakles,Iflo. Wetl Meyt)12A:482m) P WX 10:p]StlNhPWc?NSesL?OAw2FBZIe14-u56U822119OSOFSPoIeJOT9NMO0XUPX0Egv2gzFb3X 8_0O all 0 1&g 0 ' 6D6 &1>-a coo ' sw.�1:s4.o e6 11 an 11 3 4 e.do 12 8 B 17 x 9 sbG sal I T 8 5 1 a 3 ) um firt= h4 4xia II 600 L110 19.110 600 611-0 8.0.0 Plere OXana IXY}. ILEdue 0001 16:Ed0a.04q LOADING (ysr) SPACING 2-00 C51. Di a (lac) goal Ud PLATES GRIP TGIL 20.0 Plate Odp DOL 1.25 TO 078 Ved(LL) 0.27 7-15 >e>e 240 MT20 2"IN TCDL 10.0 Lumber DOL 1.25 BC 0.59 Ved(TLI -0.39 7-15 0613 180 BOLL 0.0 ' Rep Stress khan YES WB 0.08 Forz(TLI 0.09 6 We We BCDL 10.0 Coal FBC2014?PY2007 Needfu-M$ Weight 8210 FT=goes LUMBER- BRACING, TOP CHORD 2x4 SP No.2TOPCHORD Fina l al sheathing already epplfed or 3-5-10 oc pulllre. BOT CHORD 2x4 SP i BOT CHORD Rigid calling diractry applied or 16&0 oc bradng. WEBS 21 So N0.3 MlTek recommends that Stabllizehs antl requlretl cross breGlg SLIDER Left 2x8 SP No.21 &O,Right 2x8 SP No.210-0 be lnstalled during lhrn erection,in ecmrdance win Srebllizer Inslallakor guide. REACTIONS. (IWeizej Mml Horz 1=61(LC 10) Mex Uplift 1=-209fLC 12),6=2aeILC 12) FORCES. (to) Max.Comp.IMax Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3.1162/480,34=-906/4]0,45=-115&480 BOTCHORD 1-8=3149 .76=31W ,6-7=-313980 NOTES 1)Unbalanced nal live loads have been windidere l for this d sign. 2)Wind ASCE 7-10;Vo16130haph(3-second glwt)Val 01 mph;TCD"Opsf;BCD"Opst.h--25X;8=45ft;L=24X;eave=4X;Cat. Il;Exp C;Encl.,GCl18;MFRS(dbactlonal)and C 0loderog2)000 to 31 Interlor(1130-0 to 800,Extador(2)a-O 0 to 11-11-D,Intedor(1)16-145 to 1411-0 mne;C-C for members and fomes 8 MW FRS for reactions shared;Wmber 001--1.60 plate grip DOL=1 BO 3)Provide adequate drainage to prevent Is,pordii 4)The truce M1n been designed for a 100 psf London chord live load rwnconcunent win any other INe loads. 5)-TMs three has been designed for a live land at grinner on me haaxn chord in all areas where a rectangle 3,6-0 tall by 2-C-0al all fit betyreen the bottom chord anal any other members,sin BOOL=10.apsf. e)Provide mechanical cora loss(by anal of truss to bearing plate capable of wirhstanding 209 to uplift W joint 1 and 209 th uplift at jolm 6. Q WIgNWa-yadNaatl9n Pxamalam mCaE4O NaTEa ON 11X5 PNa..a tel NEFEa4NLE P4aE116)IA nr.10 1sitEFOPE UEE. rear1 Wld Iwme say.snareconi 1..,.1 t✓mrn wYV."Wlanef—Yawn.and efix m an.dMM mnryxnnl,roh In6 ryY9n Sainte se.8s GY8LV deirelel..venN Its,apx..'of Oetl1 pawn1—archon,9Mvpxale me decal,.Bre wwal dpptleGan 6IXMg YaY.Ofedklop nituc4fgolxMMJW lnaweDatl/wcWntlmeM�lSdJy Add lblv ."Picadvand'asursal e llw.ryilepMlla ahtilNadlopevenl WanewlmfwoLia Celwld 9pryaNpoPMydan�v. fw�natlphacblxpad9p tris ap ..EM31as ahkRMickx�.tlxarely.xectlenaW[JpolnnB[aMM�ayalalnwlMlB/MIWlIx CWxb.Oeld9aq BCH auMnpaollpwMl 9yMx Y9anlldon axAatlskan Ina M1AeMMe.RIBN.Iee Slreel,S1b312 Nma�91¢VA9311. Terrya,FL aY10 Job TN65 Tress Type �Dly PN n11s5516 12MTOA T54 Hip Girder 1 1 Job 17MIRefer "lIopbmNl BlNdihq Component Supply, JackmmnlN,FL-32250, O8.110 aINSea Apr13201UaNHWHlLdosMw Irc. Wed May 1T12:57:4A20ST Fb51 ID:p]50NhPWc?NSc¢L?bAw2FBne10.MHASJO26wIaFk0�DQIOMvuiFOacvEhEUOSfi]zN3W 640 8110 1311E INUIV 600 9110 3-112 880 6We•1335 NAILED NaILEO WO "LED NAILED 2.4 II WILED 7x1a_ 5th 12 3 19 to 4 21 zz s ec sea 2 6 A 1 T I� 13 a 10 25 0 26 0 2T 20 .12II NAILED WILED 224 I. NAILED 7e10_ NAILED ,80I MILE. WILED 602 II "LED NAILED tUOEO 400 9114 13118 IVV 600 3114 311A 640 Plate OM ets IX V)-- f '038 Etl 113'O-0 Oi 41,15.0-0-4,0-241[7'083 Eduel LOADING(psi) SPACN4G- 2-0.0 1.81. DIAL. n Doc) gdMl W PIATES GRIP TCLL 20.0 Plata Gtlp DOL 1.25 TC 0.92 Ved(LL) -0.11 9-10 a929 240 W20 244190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 VertCrQ -0.28 9-10 >866 100 BCLL 0.0 Rep Stress lna NO WB 0.24 Hoodfl-) 0.09 7 We We BCDL 10.0 Cade FBC201oLTPI2007 Matrix-MS Weight:10014 FT=20% LUMBER- BRACIRG- TOP CHORD 204 SP NOA'ExLept' TOP CHORD Structural wood sheatNng dlredly applied or 2-0-4 oc purlins. 35:2x4 SP No.2 BOT CHORD Rigid caking directly applied or 915 oe bracing. BOT CHORD 2x4 SP SS MiTek recommends that Stablllzem and required chose thadng WEBS 2x4 SP Nibe installed mi terms erection.In accomance with Stabilizer SLIDER left tis SP No.2 2-00,Right 2x8 SP Ni 2-0-0 Iratag ition guide. REACTIONS. (IbAlze) 1=1009NS&�=1809/P52 Max Horz 110(LC 7) Max Uplift 1=361(1.08).7=-301(1.0 8) FORCES. (Ib)-Max,Comp.Mlax.Ten.-All forces 250 Ob)or less except won shown. TOP CHORD 1-3=2436/583,3 4=-280 88 4 4,4-5-26061344,5-7=2436/563 BOT CHORD 1-l�5632175,9-10=-4022188,"-462IM7A=463'2175 WEBS 31 O=-Og 3-9=155/618.49=545278,5A=-155I618 5 81 NOTES, 1)Unbalanced reef live leads have been considered for this design. 2)Wind:ASCE 7-10;Vu1b130mph(3-second gul Vasd=101 mpk TCOL-S.Opsf;BCDL=5.0i h=25R,BN511;I=24ft;save=4ft;Cat. 11;Exp C;End.,GCmii 8;MW FRS(dire nderee;Lumber DOH plate grip DOL=1.60 3)Provide adequate drainage to prevent water pphohg. 4)TRIS truss has been designed for a 10.0 psf boom chord We bad nonconcurrenl with any other live loads. 5)'This mes has been designed for a live lead of 20.9pof on the bottom chord In Al areas where a rectangle 36-0 tall by 2-0-0 Woe wi11 fit between the bottom chord and arty other members. 6)Provide mechanical connection(by others)of truss to bearing Plate capable of wlthstandI g 381 Ib uplift M joint I end 381 Ib uplift at land 7. 7)'NAILED'Indicates 3-100(0.14013')or 3-12d(0.148'0.25')We-nalls par NDS guldlines. 8)In the LOAD CASE($)section,loede applied to the lace of the tmss are noted as front(F)or bi(B). LOAD CASE(S) Standard 4)Dead+Roof Uve(baja rce0):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(,to Van:13=80,3-5=60,57=60,11-15=-20 Concentrated Loads(lb) Vet 3=4011B)5=101(B)l0=51(B)9=-51(B)4=-1 01 IS)8=-51(B)20=101(8)21=101(B)23=21 QgB)24214(8) 25-51 IT)26=-51(8)27-214(8)28=21 g(B) femme paywncreeaft"Ann MaFle MeiEeeN1e64Na WLtYOEa MIIE"'Ien. -I Y4a fin,on m.f6OYf0159EWPEVSE Ceq�vWY hM�amo. befine,medda f l�xaleNar ni ooully*+LP'�nrux-r-r.moform Omunme blcYMr ecneweenr,ml Ilrpeyalgm aMde lee.IM bJkap dml3rw cant ve�lry llieay Ak:WINWeae9ri paanelxrs�Nr.�Wr.'rlY bcel0.'mte lr160eLLarrinM lM b6 WlySpA resum�e.s9Mactp Wt,aWNetlIokCt6oapvbenv1ecnWl[4uc7we MMhd%aWW.MAAU/PlalIrwlbiNweFberyarmd/u'lpchWxearlmY ehmnlwr�S]d,YuMe repa�WJ�q mMMco wan' xa]rg MB k' recomadpldn"' .•OIcrednmar, meclbnatl bwigolMReSaM auaryslenn reeYW/MI(MWIx CMxb.09Bd9 W aL31 WtlJrvjCwnWrlxll 6800 VeM1s EW BIA. S IMy IrMmllm w�Me Ywn Ir�m FMe htXMe.2Ia w lee Bawl.SMN312.NevmtM,va n3l4. T.rry.FL ]a6lo Jab Thea Teles Type CRY Ply 111551] 12MTOA Vol Vellay 1 1 Jpbl7 MITe 4mel BYNklg Ganponwg SlgplY, JazksonMIN,FL-32256, SA 10 L?,13201]MITMHl Js0iajaF. Ward My f]125]:4B 20f] Page t ID:p]5tlNM1PWc?NSesL?Dgw2Ff3vakMHpJ0215wjeFic0_IpgNMWHFchxchEuOS5hFD3W &1H 6.114 2x4 II 3wa=cl ae 3 S.O 12 yq ] 2 3 j a 4 2.4 1 a4 I z:4 u 1 LOADING(psi) SPACING- 2-00 C61. Di in (loc) ViceA Utl PLATES GRIP TCLL 2G0 Plate Grip DOL 1.25 TC 0.1] Vad(LL) Na - Na 999 MT20 2H1180 TCDL 10.0 Llmlber DOL 1.25 BC 0.12 VmRL) we - Na 999 BOLL 0.0 ' Rep Stores Inc, YES WB O.CB HoaFFL) 0.00 No Na BCDL 10.0 Cood FBC2014/TPD00] Metrhep Weight:25111 FT=2. LUMBER- BRACWG- TOPGHORD 2x4 SP No.2 TOPCHORD Structural ward streathing dlreolly appeal or 6-06 oc purlins, BOT CHORD 2x4 SP No.2 except r,t airfcels, WEBS 2x4 SP No3 BOTCHORD Hgid.111,directly applied or 1 P60 m bledlg. OTHERS 2x4 SP No.3 MlTek recommends that Stabilizers and recur retl cross bmGlg he installed during those erection,In accordance y4N Stabilizer Instelle'on aulde REACTIONS. (IGslze) 1=3fl/8-10-10,4=12516-00.10,5=3226-10-10 Max Horz 1=104(LC 12) Max Uplift 4=44(LC 12).5=113RUC 12) Mew Grav f=3](LC 18),4=125(LC 1),�322(LC 1) FORCES, (Ib)-Mex.Cwnp.R Ten.-Allforcea250(Ib)orlessexce,dythensllown. WEBS 2-5=241280 NOTES- 1)Wind ASCE 7-10;VUt=130mph(3 second gust)Vasd=101mph;TCDL=S.Opsl;BCD1=501st;h=2511;Bim- ut;L-24ft:eavedil;Cal. II;Em C;End.,GCpl=0.18;MFRS(d'rectlonM)and!C-C Eldetlor(2)OP1 to 3-9-1,Initor(1)3.9.1 to 8-9,8 zone;0 C for thermals art forces&MFRS forieactlons shown;Wmber DOL-1.60 plate grip DOL=1.60 2)Gable requires ocrrinuous bottom chord reading. 3)The truss has been designed for a 100 psi botlom chord We load npnconourrent with any other live loads. 4)'TMs buss has been designed for a Ilve load of 20.Opt on the bodom chord In all areas where a redalgle 36-0 tall by 2116 wade will fit between the bottom chord and any other members. 5)Runice mechanlcal cornection(by others)of truss to bearing plate capable of Withstanding 4416 uplift at joint 4 and 11316 uplift at joint 5. Q 1rIpNNa-ally MpnpranMxisM_ N01Ee VZAN&-L,=7aEfff=PAO.—T4om.laQYAI5ZdFE YBE bs1yY Wltl Iw ae MYw41b rNIH®conrecbrs.Ra MNHn 64ietl W a+lai Y,uYntmdblwm 1MUWd L`WOYq canPoroni rot nuas¢IPb eelae lee.ttie Wlalp deAl mml venh ry¢gplw.MlN of npparelenagp vhcwWala Tb OaWnhbllieovwal L} bJaryMtlnn. NOJ�g M.VcalStll:to wuwmlwcx19p o11MIMVL Itisweb�d/wclpeama�la v.AtMlkrc✓11em,mW aWlwaaYmlaxle2 Mlle(• bdw�M�eteled lw ikRJbY me]IopeYenicWlcT.YN with{rv�Ae Ca�N+wxN-YY�P�WnYmN�a.Fw paYietlyWNEca,epadlp Mn ean4 yaMa tore. atek:alkxi ilwgY.0.kvery.exe[:Mnm]u—no w I-1 aM mo n"..,re6WG heada,CwlwuM.pAd9 are.middle Comi;onwe -. eyalFNpmybn m MAp bdn Ina Fluk MPOe.T1s H.lee 3nae1.SLIe J120HmYJh VAY1314. iairyu,FL 33510 Job Truce TvsType ON PN 711155518 12883TOA V02 Valley 1 1 JM Reimerce 4orbl Bstlhq...pontes Supply, Jacaaawtlle,FL-32258. e.110aPpr 13201]MiTeklMueMea lrc. Wed Mayl]12:5]:50201] Pape1 10:D]58NIIPWc?NSesL?bAW2FBneiLyTEEXM31h116U11MBOXLUYeSD_faaUPQgTY901b RaV 4164 l ttd 3'Je-113.0 2 a4 11 s.ao 12 4 f i3 3 ell i M II LOApNO(pal) SPACING- 2-0-0 CSI. DEFL In (lac) 1/arah UdFWeght: PLATES GRIP TCLL 20.I PIeN Gdp DOL 1.25 TC 0.31 Ved(LL) Na - We 999MT20 244/190 TWL 10.0 Wmber DOL 1.25 BC 0.20 Val We - We 999 BOLL 0.0 ' Rep Stress Ills YES WB 0.00 Al 0.00 we We BCDL 10.0 Cone FBC2014RPll Malarx-P 1616 FT LUMSEG BRACING TOP CHORD 2x4 SP No.? TOP CHORD Structural wood sheathing directly applied or 4-114 ce punine, BOTCHORD 2x4 SP No.2 except ands veNlcals. WEBS 2x4 Be No.3 BOT CHORD Rigid ceilirq specify applied or 10.60 m deal MITek cross recommends that Stabilizers and required brat be Installed act,times Mea In a xbour ce with Stablllmr -Insulation Ee REACTIONS. (IWslze) 1=16114-10-10,3=161M-10-10 Max Hou 1=69(LG 12) Max Uplift 1=28(LG 12),3=57(l 12) FORCE& (b)-Max.Gomp.RAex.Ten.-All tortes 250(Ib)or lees except wfien shown. NOTE& 1)Wind:ASCE 7-10;VMk130i(3 second gust)Vasd=101mph;TCDIT--5.0l BCDL6.0peh hl B=45Th 1=2411;e1WI Cat. 11;Exp C;End.,GCpl=0.18;MFRS(srechlonal)soar C C Execute 0-9-1 to 3-9-1,Interiel 3 9-1 to 4"mne;C-G for members and forces&MFRS for reactions shown;Lumber DOlrt 80 plate gbp DOL=1.80 2)Gable requires axlunuous bottdn chord hearing. 3)This truss hes been designed for a 10.0 Dar bottom chard fiver load rancmaument a th a1w other live bate. 4)'This truss hes been designed fora Ilya load or 20.0pa1 on the bottom chard In all areas wfime a rectangle 3-6-0 tall by2-0.0 wlde tell fit between the bohom chord epi arty other members. 5)Prol mechanical connection(by others)of Imes to mu lg plate capable of shrstanding 281b cold at lent 1 and 57 ID uplift in 13. Qw1/M'Wa.YVIMMNFl p^'=+Matxn4PFAP NOrtH PV]M3 a....MRaxaEFEIIINCEG4easia 3m.fa9 Is aeFaflE VSE 1 WSIT WpIw us diyvMh MXM'wcwnecbo.RA httg�k�itloNYM*��gxon,elers Sovm,mtl klwmFdNOitl M00Mgnt.m n1rt0e1weuWtAad . YIMaiH ?I 111arswtl quneevncwrn,alelMtlegUnhIa I,.osxranX« rotl1—llv'curbol.a —]l.c—ur mamh,ea,JY. PtlMkxn'bmMW mtl q+mmbntdm. Mire k' 6dwoYnaMeXMsktMYm0logon,om,b,,4 mgKyFle(awW soex/5vis,o a�na3e. . ..gi al sus Wydrq Rre pada K61cll IOMtalM tluaF eMNwY.cxMnagdacYV dlnxe[aM MmMlenn wMXWMI GUWMOMMa.aNd9aM aC 5l auWYq Cor,Vuxn1 ielrye.FL 3361n adMY InlNmellm gJxtAe M1an Iia PlrJbleMOa 218 N.1ee STee1.SM31 R.0leimMh VPY131 J. Jab Truss Tress Type 555ID 12863TOA V03 Vallry 1 1 Jo0Peters. nvida ell Building Component Supply, JadmeMlle.FL 92266. c?NSaApr 13201]MITekk"NSes,6 WetlMay 5n?l]125]:51201] Pepe1 ID:pISdNM1PWc?NSasL?bAw2FBxieMIgwk44N5LgzeweN Es]Sr(iRE3JN1eP_i(N29ixFb3U 2114 2960 Scale 18 2 SwI+� 2)-0.131x3.5' TOENAILS y f S a 914 I LOADING(psi) SPACING- 2;00 051. DEFL. in gw) past! Vd PLATES GRIP T. 29.0 Plate Gnp DOL 1 25 TC 008 Ven(LL) Na - we 999 M120 214/190 TCDL ID.O Lumber DOL 125 BC 005 Ved(TL) No - Na 999 BCLL 0.0 ' Rep Strad,In YES WB 0.00 Hda(TL) -0.00 2 Na We BCDL 100 Cote FBC201MPI200] Will Weight b Ft-20% LUIlli BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Seuaurel wood sheathing direi applied or 2-11-4 w purire. BOTCHORD 914 SP No,2 BOTCHORD Rigid wiling direst,applietl or 00-0 w rating. MITek recommends 91stStadlizers arch required wh S 2 be Installed duMg cols erwllon,In acwrdanw w11h StaNllzer InslNlatlon 9ulde. REACTIONS. We ize) 1=68ft-C 1-10,2diY2-10.10,3=22M-10-10 Wei l-1!dC 112 Max Gran 1�15(LC 12), 85ft-C l)12) Mex Gray 1=6](LC 1),2=65(LC 1),3714(LC 3) FORCES. (Ib)-Max.Comp 04ax.Ten. All fomes 250(Ib)a less except when shown. NOTES 1)Wind:ASCE 7-10;Vult=130mph 13-second gust)Vaed=10i TCDLd.Opsl;BCOLdCpsh h-25tt;B-t5f1;L=241t;eave=4q Cal. II;E,G Encl.,GCpp9.1 e;MW FRS directional)and!C-C E#enor(2)mni C for members and farces 6 MWFRS for moupons shown;Lumber DOIr1.60 plate grip 001-1.60 2)Gai requires continuous bonom cholC beaMg. 3)This table has been resigned for a 10.0 psi ani chord live load mJnpgnwnent with any other live loads. 4)'This truss M1as been designed for a live toad of Mitts l on the bottom chord In all areas where a rectangle 3-5-0%it by2-0-0vade Will fit between the bclfam clwrd and any other members. 5)Reading at joinl(s)2 wnvders parallel to green value using ANSVTPI 1 angle to graph lovnula. Building deeper should early camaty of bea ing sudaw. 6)Pai mechanical connection(by others)of truss to beading plate capable of wthsuordirg 15 lb uplift at joint 1 and 4210 al al joint 2. QWIWtlIe WRy GYprpwMxe..aNe]Ea PV]W91Mp NCLVPEp Y/Ea aefFXWCEY1Oela.-ladAl6lVdld (a»1u1Yr®'fMseem. r vaawdnuYYp'.lMraMkrnbu�ldoneqclomtlperrea.naonr meRuurEta-,In R. aLgv�elGwnYkxolrlv�NuwWemr n.prneaerla-manomimemuoaMaMagekorvwMY mcmFMwMnr]rn.aM shout icaMn tR4¢nw vempowodparrb1.emmli ta lre MRek' k(Aµ61RPea1MbM%tYa�dlu gevenlcdry WIhIm.LelauvJ lexyatlqul+"xly6anrya.fa parertlplkhY:b lepiM1p Ne Mpa yeM1>FM BNE. AYxksMvtSlaWe,daMery. b-atl Mm[1q via Ia1d91m.srxedNfVM r IA.I�, p99-aOYq N1 WMaq COrNeeeel yytly WmmXcn ovyMe Bwn Lim Pale MMDe.R18 N.lee]Tta1,Sale a12 NeaaMh VhIIJ11. ielrpe,Fl]361e Job Time Times Type CRY Fly 711155520 f2063TOA VO6 Valley t 1 Job Releresk ind AOMp 6iNirq CCmponeM SIgpIY, 3ecksomila,FL-32256, B?10sApr13201]MReklnkua L,Irw. Wetlthey Rt12:5251201] z A I IO:D]5dNM1PWC?NBesL?bAw2FBzia14-Ig ock44NSLgz6w9N_Es]5n?R13GGaP_OVZB?xFb3U 24152x1 SSL1 69-0 ' 2-7-16 629 0-2-0 2-0-05 ' Sule=1:VA are= 2 5.03 12 3 $ 1 a o b4 1 0 5420 0 SBE Pate OftseR(XY)- f2,030Edmsl LOADING(psi) SPACING 2-00 CSI. DEFIL n (Ioc) Mall W PLATES GRIP TGLL 20.0 Pmde Gdp DOL 1.25 TC 0.10 VehtIf We - We 999 MT20 24tl190 TCDL 10.0 Lumber DOL 1.25 f3C 0.23 Vert(TL) We - We 999 BOLL 0.0 ' Rep Stress lonr YES WS 0.00 Horz(TL) 0.00 3 We We SCOL 10.0 Coble FBC2014RPPd00] Maps-P Weight:15 to FT=20% LUMBER. BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD SimclurN wnod sheathing tiredly applied or 5-0-00o purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling cloudy spoiled or 10-0-0 a bmdtlg. MiTak recd nmends that Stabllizem and regulred GossIxadrg be'mealled during truss eecllon,in accgmanca with Sablllzer Installation guide. REACTIONS. (IWslze) 1=1]0/54-13,3=1] 413 Max Hoa 1=4(gLC 10) Max Uplift 1=45fL0 12),3=-05(LC 12) FORCES. fib)-Max Comp IMax.Ten.-All fomes 2W(M)or leas except when shown. NOTES 1)Unbalanced roof live loans have been co isltlaeC for this design. 2)Wind:ASCE]-10;VUt=130mph(3 wood gust)Vasd=101 mph;TCDL=S.opsh BCDLd.opsp fi X;B=151(t-24ft;ease=41h Cal. Il;Exp C;End.,GGpl-0.16;MFRS(directional)and 0 C Finis 2)zone;C-C for members aro forces&MW FRS for reactions shown;lumber DOL=1.60 plate grip DObt6o 3)Gable egubas continuous bottom craud dealing. 4)This truss has been deigned for a 10.0 psi bottom MOM live load mucorwurrent with any other live side. 5)'This Huss hes been designed for a live load.120.Opst on the bottom dloM In all areas where a rectarga 3-6-0 tall by 2-0-o Woe Will fit between the bollen chord and arty other members. 6)Provide mechanical connection(by others)of tones to beefing pieta capable of wrthslandi g 4516 uplift at joint 1 and 4516 uplift at jolni 3. QWIPMNa-Y�Ily 4alP�pwlnrwtn4PE4p N01Ea Py]Iris 4Na MCLUOEa YIEF aaI911MT IIef WN9m.l40.t"AI6 B9OXYBE. ..WM Iwrw MYwaN axleX®conrla:WS.REmgmkL�daYY W r Wmlelem Prom.mtltiw m L%uttlM LlAbeconlpuml.rot hlmiMan Bela-svr use GAdllopirbwrmW ve111yIM alx}ICm41ry uld rxam�eimsard Pa{a0Y4cuW aleala Unryn"Ramwall °wadmsen.Waa19 ir1d�m-aamrx-�rerlrbaoaopola�awwa lww-omemranwam-mm1.mY. AdawalwnDonrYaallWw"Owal brmsoN M k' kdwayrMledlu zkLaMmdM+Wwar4cdr4xe MINW eDermrvlkVNagpaDmYG�11Na.fdlWaad l/Alra-rdNdr9 a1- edepessFWpear Asse, lsbWe•tlelNm)'.erecMnagM bq ofm LarranuL astamt•%NIBVIIIIGu91w GWM.gMJ9 wMBC9MMr9Car1pww11 a yMyYbmrWrn oudv4H0om Llmflale InspPD&RiB N.lee SIrm1.911a J12 Namrtllln.VA29311. Terry0.FL 3E10 vv Vim y' T s L y CA D A "o -' S v 22 FF-I2 ;° X "' a 03Omovz �° ° - g7-_�. 00 > o pw � C.m00 p nFa OD° m .. J. m0 0 - KJgcX�005 mo% _ 0moOoJ0 5a0n yv¢ -01 21 3Zy . co3z mS 611 O m o ogKm_ oSamo.�+ i£ N�`m" m��n y ®Hgn x0 nea °2m°0E"m0 D43a on <omamT Jo m°oX0 a jsmo - ` ocZ Jma -a O° ' 3Dyw _ o [O� m " a psp00 ax0m !o OE 05 no _ mono oo sm 2me pJ C .g O mp 0 vJ _ n Can < 0 ' 70 3 F N m r 4 - z n m s'- TOP CHORD W -3 ` fc�' cq w O E 3 0 z j Q_ ma M m o m 9 m ' m am gm �' � D "oA C awgm m Foya a�� _a }RF yfflm Na n ® mcm y'a mN m A< v C wr ON m H m ;P, m 2 z F ap 0 0 m O F 'Oim D z �; x m is (Q m.� £ mOoo 0U)' o a o 30 08 N Q £ » N m0 m v ` `p �JJ o' `< ® m m z yp O m J O z n o MV. 3� 7 Ln 0 m = mz N <0 p TOP CHORD a � CQ 0 6 0 ggM $8 3 c _o am o o R ° a Sce p o 3 3,s m s o 0 (p �Q2a gag 3 �s 30as 3 "� o$ °B'Q 3 m �3 gm �3� g °g' a �4 & u a �So mQ ng 0. m3T g aR8 a� Ra-$ °g m o =g ono ° q m2 ss Bo 3Q fl o� a 8 � Ro3 gR 03 0 3 3 as gg� $B g a n3 3m no ac a sgg gg '^-. og ng 3a sRpg $ sig 4 a"3 -S ®J'o -o O F s` ma m3 ° g3 3 -" a8. 3 `a2 a flR g8 aFa �8" SS 3q& Q �o gm s. g°o �gg mQ E9 o4. Aa �D 25 °9 gas' o Q Q 1� s o a R ,a gR �g Vim ' 3 asmoo' s ?.Q N R 8g ° a $ °33 m" Q8 tiz �$q x 8a Rs '°ate �s z o Q g e8 a s as a $g a eo °� �Q �8 g Eg g R8 a3 c m �F tsi' g 3 2 £'i Y '� �3 °n `�� g mm rt ( s£ o$ F ° $ o d 'sw Qo 3 a °a3 g mm mR _g o d8 g w3 aw m ° Ea R °_ 3 am go mR (D Z 3 O N SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE - DESIGNATES SAWCUT UNE ® INTERIOR LOAD BEARING WALL DESIGNATES SLAB RECESS Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL: CA# 8344 SC:CA# 3579 i wWWYu 64,_0,, ° �y�V•"•'��a'''`', � 4 ••. ; a 12x12 PILASTER BUILT INTEGRALLY w/ 10'-0" 10'-0" 44'-0" No 6 STEMWALL. T/PILASTER = F.F.E. 7'_0" 3'-0" 8'-10" ' �'t° REINFORCE w/ 1-#4 EACH CORNER ST OF @ • ` r �r aFs� •�/C` <G/ N "JlJll77f lilllllsltit MONO FOOTING TO O N 9 STEMWALL w/ 2-#5x30" 1 3 O Christopher J Sabourin PE ^I S1.01 DOWELS EPDXIED 6" MIN. S1.01 S1.01 N I FL P E#71461 hY - REVISIONS DATE r .. RR F R Mow I x� PAVERS I j----- 3 BY OTHERS STAIRS BY I v`y [-F3.511S21 BUILDER--- I N I ( I s1. 1 ' L _ O I 9 I I FIELD ALTERATION S1.01 I , » , Q„ CONTRACTOR SHALL CONTACT LOU F I 1 0 -2 3 -U -1 0 PONTIGO 8 ASSOCIATES PRIOR TO I MAKING ANY STRUCTURAL FIELD 7 MODIFICATIONS WHICH MAY VARY I I \ T I O O FROM THE INTENT OF THE ORIGINAL SAWCUT - �- - - - - I f CONSTUCTIOND CLIME TS.ANY FI S1 10 O BEING APPROVED BY LOU PONTIGO& �.- --- \ .. I I �� I I N ASSOCIATES MAY RESULT IN _ I I f \ I I 1 OB ADDITiNSPECTONI FEES. OR I -- - - -- - - - - STAIRS BX__� QI ` S1.01 I I 6 � F ( BUILDER � 10,-0>, I s1.01 I I I I I I 12x12 PILASTER BUILT o0 91-0" 4` I 6 I I INTEGRALLY w/ STEMWALL. 1 -0" o0 °° ------ I '� - -SIM-. I3T/PILASTER = F.F.E PROVIDE AW CUTS PER - --/3\ 9REfNFORCE w/ 1-#4 © S1.01 S .01---B f DS1'01 - �-- VUr 1EACH CORNER (2 PLACES) COORDINATEWITH FINISH I FLOOR MATERIAL. - - K Z4< F2.oL EJ_ - - - - - - - - - - - - -- _ 4» CONCRE E SLAB w/ -_ .�_.�-� , I I 19 o �^ ! FIBERMESH 1.5 LBS/CU.YD. -- PROVIDE 2-#4x4'-O" ( c�ILU . CO I OF CONCRE -E OR 6x6 W1.4xW1.4 �r -- CORNER RACK BARS I W II - I WWF ON 6M L VAPOR BARRIER ��---- AT SLAB MID-DEPTH. I I 7 U IN PREPARE GRADE.-\\ I I STAIRS BY z PAVERS I ( I BUILDER STAIRS BY < I BY OTHERS 14 -10 10 BUILDER I I I F2.0 I O z OF_ __j I 19 CD J - o _ I � Lij _CO I X I I - - ------ � � 8 N �, Io I � = _ _-, ! I I C) S1.01 I_I I O S1.01 o 9 I f; IMONO FOOTING TOw _ S1.01 x STEMWALL w 2-#5x30" _ I � / � M NO FOOTING TO » PAVERS � O O o DOWELS EPDXIED 6 MIN. I I STE WALL w/ 2-#5x30 I BY OTHERIS ( 0 Z I " DOWELS EPDXIED 6MIN. _ W IJK 77-y. 7)' 0 9 1 9 N S1.01 S1.01 S1.01 6'-0„ 3'-0„ 10,-0" 35-0" 5-0" 14'-0" 64'_0„ a I' FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. FOUNDATION PLAN PLAN NAME - FOOTING SCHEDULE AND NOTE rSTONEBROOK CARIBBEANSCALE: 1/4" = 1'-0" DESIGN/DRAWN/CHECKED TYPE LENGTH WIDTH DEPTH BOTTOM BARS ' CS ' AJS LAP F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. DATE F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. 05.31.17 F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. SCALE F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. AS NOTED F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. LPA No. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. TOLL-17-00452 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR ' 3981 REFERENCE ONLY. SHEET 2. FIGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED SLO SHEET 4 OF 9 PROCTOR IN ACCORDANCE WITH ASTM D 1557. SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET $Q Q, 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and TRUSSAssociates, Inc. FASTENING DETAILS 420ach, Florida2e Jax. Beach, Flrida 32250 Ph. 242-6908 Fax.241-9557 FL: CA# 8344 SC:CA# 3579 �• v` •�� v: NO. 14 • STA E r. y`� G < N STUD DIRECTLY TOP PLATE TO `!',�P ' �,��),,��,,►t�aC �`�`,4 RAFTER TAILS, BELOW TRUSS SDWC15600 STUD SDWC15600 .2 2x6 STRUCTURAL FASCIA. S 4Christopher ) sabourin PE SEE DETAIL 3/S0.2 HTS16 _ _ FASTEN TO RAFTER TAILS FL PE#71461 2x6 STRUCTURAL FASCIA. I — — I / (TYP) TRUSS TIE DOWN WITH SIMPSON SDWC FASTEN TO RAFTER TAILS I w A35. REVISIONS DATE w/ A35. (TYP) I o LAD to CD N M , I ! ' I Rafter to Top Plate shown I w LU I Truss to Top Plate similar EJ32 Optimal 221¢' 10' 0' J 2 30, HTS161 RAFTER TAILS; SEE DETAIL 3/S0.2 FIELD ALTERATION I I T33 —� STUD DIRECTLY CONTRACTOR Po TIIGGO 6 ASSOCIATES PRIOR TO RAFTER TAILS, BELOW TRUSS MAKING ANY STRUCTURAL HELD SEE DETAIL 3/SO.2 3 JXt"MOX FMODIFICATIONS ROM THE INTENT HI H MAY VARY INAL T34 SO.2 CONSTRUCTION DOCUMENTS.ANY FIELD ALTtat ERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a T _— SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN STUD SDWC15600 ADDITIONAL ENGINEERING OR INSPECTION FEES. JJJ Note. 1. Sloped–roof rafters may be sloped up to and including S0.2 T$6 � } i i . j � a 12:12 pitch and must be "birdsmouth" cut. 2. Reference detail 4 for installation instructions. V03 I' Fa ~ ° IIIIla I ——— Trr --�� T2� I SIMPSON SDWC INSTALLATION RANGE Z V02 I V T20 r ^ -- V01 M M I v 1 ' ' ) W T40 I 142 i RAFTER TAILS, SEE DETAIL 3/SO.2 Q STUD NOT DIRECTLY HTS16 T44 O 2x6 OV RFRAME _____ BELOW TRUSS SDWC15600 RAFTERS @ 24" O.C. r `, / Q W �� T4 w/ OV RFRAME LEDGER l ` Note: Reference detail 2a for installation angle limit zi— Ln X42 SEE 9 S0.1 I , SDWC C IN STALLATION THD2. 9'46 HTS 6 Rafter to Top Plate shown Q 3 J43 HD26 47 PORCH CEILING SHEATHING (Truss to Top Plate similar) V-2J�2 AT BOTTOM CHORD OF W gyp^ TRUSS SEE 2/S0.1.C014 y 0 O 2 SIM m o� �. _� STUD NOT DIRECTL �� S0.1 BELOW TRUSS J32 2x6 STRUCTURAL FASCIA. co co M M M M ° ° M I FASTEN TO RAFTER TAILS I N co '7 LU HTS w w w w w w w w w w w w w w/ A35. (TYP) ® Do not install SDWC in O F—F_ hatched area OSDWC15600 --- -- -- -- ----- U / " 2x6 STRUCTURAL FASCIA. RAFT -R TAILS 'Overhang 1"1 2 MIN FASTEN TO RAFTER TAILS—/ SEE DETAI . 3/SO.2 SO.2 2 MAX W/ A35. (TYP) SDWC INSTALLATION RANGE ROOF TRUSS RUSS PLACEMENT TRUSS ROOF RAFTER NOTES: STRAPPING NOTES Rafter or Truss X"" minimum edge distance for full PLAN 1. STRAP TRUSSES AND ROOF RAFTERS TO 13EARING values (with or Splice may be in upper or without a plate lower plate WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 splice) SCREW UNLESS OTHERWISE NOTED DO NOT SO ALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE Y" from top plate r ARCHITECTURAL DRAWINGS OR splice Offset CONTACT THE FO.R. for full values STUD NOT DIRECTL ROOF TRUSS PLACEMENT PLAN BELOW TRUSS PLAN NAME (STONEBROOK – CARIBBEAN SCALE: 1/4" = 1'-0" DESIGN/DRAWN/CHECKED CS AJS LAP DATE SDWC AT TOP PLATE SPLICE 105.31.17 SCALE AS NOTED LPA No. -- TOLL-17-00452 CONTROL No. 3981 SHEET SIA SHEET 9 OF 9 TYPICAL HEADER NAILING DESIGN SPECIFICATIONS USP CONNECTORS TYPICAL DOUBLE TOP WINDOW SILL SCHEDULE 0.131X3' TOE NAILS TYPICAL TOP PLATE NAILING: � " 2X6, 2x8 = (5) NAILS " ROUGH DROPPED HEAD MINIMUM END DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAILING: -0 MIN. SPLICE LENGT .. 2014 FLORIDA BUILDING CODE - RESIDENTIAL ALLOWABLE DESIGN PRESSURES PRESSURES PSF CONNECTOR SYP SPF FAST .NERS FL# CODE 2x10, 2x12 = (7) NAILS FASTEN ALL TOP PLATES OPENING OR SILL PLATES FASTENER EACH ENO 0.131x3" END NAILS: / (16) 0.131x NAILS < 4'-4" (1)2x4 SPF 02 (4)12d TOE NAILS 9" LVL, 11" LVL = (7) NAILS TOGETHER w/ (3) ROWS VENLY SPACE 1 CAR (2) ® 2x4, 14" LVL, 16" LVL = 9 NAILS DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, INTERIOR EDGE STRIP (PSF): +22,9 3 ® 2x6 O OF .131x3 0 12" O.C. STAGGERED. " < 6'-a" (2)2x4 SPF #2 (5)12d TOE NAILS UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. TRIBUTARY " GARAGE USP A35 450 450 (9)1odx1'/2" AREA (sf) ZONE (PSF) 'a' = 4'-6 DOOR (4) ® 2x8. < 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS -28.8 USP RT7 585 495 5 8d EA. 'ND SYP#2 DESIGN LOADS: ACTUAL AND UNIFORM 10 +25.6 -27.7 +25.6 -34.2 (8x7') SYP#2 DBL. HEADER, < 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS ROOF FLOOR 2 CAR USP RT8A 775 650 (5)1Odx1/2' EA. END TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, 6"MAX. TOP PLATE. PER PLAN. 4'-0' MIN. I ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE +21.8 USP MTW12 1195 860 (7)10dx1'/2' EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS. �'' Lou P o n t i g o a n d TOP CHORD LIVE LOAD 20 psf 40 psf DOOR _23 9 USP HTW20 1450 1245 (12)10dx1'/ " EA. END ALL WALL STUDS.. TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 (16'x7') SEE 5/S0.0. Associates, Inc. TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf USP MSTA24 1640 1455 (9)10d EA. END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY RAISED BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE USP MSTA36 2065 2065 (13)10d EA END PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL. BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY - ---- HEADER ARCHED TRANSOM OPTION: 420 Osceola Avenue DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 '/2"0 ROD 0 FTG. 3. USE SYP#2 FOR ALL 2x SPF DIAGONAL BLOCKING Jax. Beach,Florida 32250 SHALL BE PERMITTED DROPPED FASTENED PI 3-0.131'x3" 57 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 USP JUS28 1305 1305 (6)1Od TO EADER HEADERS I EA. END TYPICAL. Ph. 242# :834 Fax. A#35 9 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/8"0 ROD TO FTG. I - ---- HEADER SHEATHING MAY EXTEND 2" FL:CA# 8344 SC:CA#3579 4. ALL WALLS SHALL BE I I PAST BLOCKING- WINDOW 0.75' MAX ANY CASE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/s"0 ROD 0 FTG. BALLOON FRAMED FULL I I ------ ARCHED ATTACHMENTS MUST WIND LOADING: LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/s"0 ROD / (12)16d HEIGHT TO ROOF OR FLOOR L-- ---- TRANSOM SYP#2 HEADER, ANCHOR INTO 2x MATERIAL. • BEARING ELEVATION, U.O.N. ON FASTEN LOWER STUD OPTION PER PLANS. ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A " PERMANENT TRUSS JACK AND MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF PLUS = PRESSURE AND MINUS = SUCTION. USP PAU66 2535 °/s ROD w/ (12)16d PLAN. TO TALLER STUD w SEE RIGHT. BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS BRACING BY OTHER. 2-ROWS OF 10d COMS KING STUDS, OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)'/4"x2-/4 TAPCONS 5.) FASTEN BOTTOM PLATE OF ® 12" O.C. WINDOW SILL SEE LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE SEE PLAN. `M;*.� � RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET INTERIOR LOAD BEARING FULL HEIGHT ANCHOR SCHEDULE FOR 1�"C:)% ` -E �r• 4�r�°sig, SIMPSON C O N N E .TORS MALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE SILL SIZE AND : ;.�.��' •. ', w BY 0.75 WHEN COMBINED w/ DEAD LOAD. THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. AT TWO STORY CONDITIONS, °. o0 w/10d MASONRY CUT NAILS 0 TYPICALLY %" FULL PLATE NAILING: CONNECTION BY WINDOW SILL SEE PROVIDE SOLID BLOCKING ;� : cn BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH 48" O.C. MINIMUM. SEE HEIGHT THREADED 0.131x3" TOE NAILS: SCHEDULE. WITHIN FLOOR SYSTEM AT ALL ~t.7 : NO. 1 ° ° UPLIFT (3) ® 2x4, UPPER LEVEL POSTS & JACK N IMPORTANCE FACTOR --------------- 1.00 * FOUNDATION PLAN ADDITIONAL RODS 0 6'-0" D.C. r~ "� ,� CONNECTOR SYP SPF FASTENERS FL# CODE ANCHORS AT SHEARWALLS STUDS. ; MEAN ROOF HEIGHT ---------------- 25.0 FT ° I I ° (4) 0 2x6, _ ROOF PITCH ------------------- 5/12 I ° A35 450 450 12-8dx1/2" 10446.4 (5) 0 2x8. -� + SDWC15600 SCREW �••• STA � s•� O BLOCKING ONLY REQUIRED SEE 8/SO.0. � N BUILDING CATEGORY ---------------- II ° H2.5T 600 520 5-8d EA. EN) 11478.3 AT SHEARWALLS AND PT. SYP#2 '�C�'• ��j i �',.• ��.` EXPOSURE CATEGORY --------------- C DENOTES EDGE STRIP. STUCCO FINISH. SOLE PLATE. , r-- SEE C & C CHART HTS16 1150 1085 16-10d EA. .ND 10456.6 SEE PLAN FOR S D SIZE o S' •+ ENCLOSURE CLASSIFICATION ------------ENCLOSED ° I ABOVE FOR 'a' DIMENSION INTERNAL PRESSURE COEFFICIENT ---------- t .18 MTS12 1000 860 7-10dx1/z" .A. END 10456.3 AND O.C. S ACING. WALL SHEATHING �T ��i'szjt�S/�tI1)�)Y1iC`to��ti�"� 1 ' ° HTS20 1450 1245 24-lOdxl'/z" EA. END 13872.3 CONTINUOUS RI CCKINGSEE DETAIL 1/SO.1 • �° "; o f FOR SPLICING `Y ° FOUNDATION SEE PLAN m �, . Q Christopher ) S a b o u r i n PE MATERIAL SPECIFICATIONS MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOORS TEM 16d COMMONS OPTIONS. 12 , 1' z ' F L P E#7 1 4 61 '� MSTA36 2050 1870 13-10d EA. ND 13872.8 WHERE POST IS BOVE. ® g" r- WALL FRAMING AT WALL FRAMING AT MAX. MIN. SOLE PLATE ANCHOR: I I r--- 1 18-16d TO TRUSS/BEAM FLOOR SHEATHING, I PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE HARDWARE AND ANCHORS: HTT4 3480 3080 11496.2 8d 0 3" SEE SPECIFICATION. PLATE BREAK REVISIONS DATE ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] o'� '�a'� 1-%-o ROD TO FTG. I BUILDER MAY CHOOSE EITHER THE DROPPED ASTM A 307 OR ASTM F 1554 GRADE 36. I HEADER CONDITION OR RAISED HEADER CONDITION. WALL FRAMING AT WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE 32-16d TO TRUSS/BEAM _______ NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. HTT5 5250 4670 1_5/a"0 ROD TO FTG. 11496.2 F I I DROPPED HEADER CONDITION METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO I I 2 TYPICAL WALL FRAMING 6-10d TO HEADER I I EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113 I S0.0 RETROFIT REBAR/R00 INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QS BE RESPONSIBLE 4-10d TO JOIST I I DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR I I I -- I SOLE PLATE ANCHOR 14-16d TO HEADER LARGER THAN REBAR SIX AND '/s" LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 L---- - J MOLD DOWN. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST 3x3xY4" SLOTTED (U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SYP#2 DBL. I, SEE 5/SO 0. SEE 1/SO.1. 2�" WASHER PUSHED ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU44 2200 5/,"0 ROD EPDXIED 6" MIN 10849.6 TOP PLATE. (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 5/s"O ROD EPDXIED 6" MIN 10849.6 I TO OUTSIDE BUTT JOINT EPDXY. ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES• BLOCKING ONLY REQUIRED 2," WASH" SLOTTED FACE OF WALL. REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-TIE 11506.4 AT SHEARWALLS AND WALL SHEATHING WASHER PUSHED FIELD ALTERATION STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO STUD/BEAM/POST STUCCO FINISH. TO OUTSIDE SEE DETAIL 1/S0.1 FACE OF WALL. CONTRACTOR SHALL CONTACT LOU WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FOR SPLICING PLAN VIEW LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-'/z"4 ROD TO FTG. OPTIONS. RATED SHEATHING, ASSOCIATESPRbRTO SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-10d 13872.5 MAKING ANY STRUCTURAL FlELD MODULUS E 1 900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT BOUNDARY F SEE GENERAL NOTES. CO STRUCTION ROCUWHICMAY.ANVARY ( ) �" THREADED ROD 12" 1Y2" SHEATHING. FROM THE INTENT OF THE ORIGINAL ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING PT. SYP#2 FIELD CONSTRUCTION DOCUMENTS.ANY EPDXIED 4" OR Y2"�x6" SILL PLATE. MAX. MIN. EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS TO BE SIMPSON TITEN HD. CONTINUOUS EDGE w/ BLOCKING BEINGAPPROVED MAY RESULT N BY LOU O& TO UPPER INTERIOR BEARING �_E PLATE BREAK WHERE REQUIRED BY TOP PLATE. WALL: SEE SCHEDULE GENERAL NOTES. ADDITIONAL ENGINEERING OR FOR STUD SIZE SECTION VIEW INSPECTION FEES. FLOOR SHEATHING SPECIFICATIONS AND O.C. SPACING. 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD WALL SHEATHING TO SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT SOLE PLATE ROOF SHEATHING SPECIFICATIONS: RAISE )(3" FROM EXT. WALL SHEARWALLS SUPPORTED EDGES, ( WASHER EMBEDMENT EDGE GENERAL NQTES. SHINE - MIN. 7/,s", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS ® 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHI 4'-0" OF ROOF EDGE). 8d ® 3" SEE DETAILS SEE DETAILS BOTTOM OF SOLE ANCHOR SPACING SPACING SPEC. DEPTH DISTANCE ON S1.01 - /- ON S1.01 - PLAN AND FASTEN " j(LE - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK ® 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF R00 EDGE). 1 w/8d ® 3" O.C. kz"� EPDXY 42" 24" 3x3x0.229" 4 2 " F-- r F--- J¢"bx6" T1TEN HD 42" 24" 3x3xO.229" 0C 2Y4" EXAMPLE OF UNSUPPORTED ' METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS ® 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). I a ., I (UNBLOCKED) PANEL EDGE­- METAL NOTES: (TYPICAL). WALL SHEATHING SPECIFICATIONS* " 24 16 APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d ® 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLA TO UPPER TOP PLATE. I I I "'°`'' I I I 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO FLEXIBLE FINISH-MIN. /is / J FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. CORNERS AND PLATE BREAKS AND KING STUDS. NAILING TO INTERMEDIATE STUCCO FINISH.-MIN. 7/16". 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. 2. WASHERS SHALL BE SLOTTED. . MAX.LY ROOF SUPPORT IS 6 O.0 (LION). TRUSSES, OR Q LU MASONRY SPECIFICATIONS: SINGLE STO MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3"Xr PLATE WASHER, A 3"X3"X'/s" iIY/ 1'/2"tb ROUND FLOOR JOISTS. MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 D Y COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY 3E USED IN BRICK VENEER. STEEL WASHER MAY BE USED. 't CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. 1 TYP. WALL SECTIONS 3 SOLE PLATE ANCHOR DETAIL $ HEDULE 4 ROOF AND FLOOR SHEATHING NAILING W -� CONCRETE MASONRY UNITS (CMU): So.O S0.0 SCALE: 3/4" = 1'-0" CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL�WEIGHf WITH�(MUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELL' CONTAINING VERTICAL SCALE:, 3/4" = 1'-0" W REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". 7 MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRET>k MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE t'/2" USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REIN�RCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHAL_ BE REINFORCED FULL HEIGHT 1/z WITH #4 ® 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PRO, _ UITY'OF REINFOROiNG AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR (3) ROW OF 10d DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE GOU ..A,. 20NTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 2 PLY NAILS ® 8" RED O 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE AA` STAGGERED BEAM. °n • 2x4 BLOCKING SDWC15600 3 PLY BEAM. r a 024" O.C. FASTEN CLAY MASONRY (BRICK): Q� : Q BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF 2x4 MEMBERS: • EACH END w/3-10d w FRAMING (1) ROW OF 10d l • TOENAILS. PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d NAILS ® 4" O.C. M CONCRETE SPECIFICATIONS:_ DETAILS. TOP OF TRUSS AS SHOWN.ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE HATH ACI ilS01. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS \-TO EA 1 I D.C.OC • 2x6 MEMBERS: CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING EA. SIDE. AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE (2) ROW OF 10d STUD BELOW GENERAL NOTES: SPECIFICATIONS BELOW. (3) ROWS 12d NAILS ® 4" O.C. LOWER TOP 4-10d HEEL > _ AT 12" O.C. • STAGGERED PLATT= AT BREAK. OVER LAP DOUBLE COMMONS Q FOOTING AND FOUNDATIONS: PRE-ENGINEERED WOOD EA. SIDE. " TOP PLATES. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF, TRUSSES. ORTHOGONAL VIEW WALL INTERSECTION J SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT 2x4 OR 2x6 POST 2x@ POST CONDITIONS SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN. OF CORNER a 00 FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE (3)ROWS OF 5" z FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT (3)ROWS OF 6�4" DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SIMPSON M ENGINEER ENGINEER ^� SDWC15600 ENGINEERED WOOD ENGINEERED WOOD SEE ROOF FASTENERS ® 24"o.c FASTENERS ® 24"o.c UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 48" O.C. OR ROD CHAIRS. FRAMING SIMPSON AS SHOWN AS SHOWN PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WH-RE PERMITTED, SHALL BE 48 PLAN FOR CORNER WALL INTERSECTION BAR DIAMETERS DETAILS. SHE THING MAY SDWC15600 TER (NATE AT SIMPSON SEE ROOF I CONDITIONS CONDITIONS O SIMPSON FRAMING _'�Y PLY NOTES: CONCRETE SLABS ON (;RADE: TOP OF DBL. SDWC15600 SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN SDWC15600 SEE NOTE 1. PLAN FOR " � 1. OVERLAP OP PLATES AT CORNERS AND INTERSECTIONS. 0 TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. SEE NOTE 1. TOP PLATE. DETAILS. 14 LVL AND GREATER 2. DENO S 3"x0.131" GUN NAILS 0 6" O.C. VERTICAL. r , 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. U TYPICAL CONNECTION NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. �•/ WOOD FRAMING SPECIFICATIONS: 5" < HEEL < 1'-0" HEEL < 5" ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE SOIL SHALL BE PRESSURE-TREATED. IF, ACO OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. t OPTIONS ARE SHOWN. 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. 1 STAINLESS STEEL. 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY PRE-ENGINEERED WOOD TRUSSES: AT TOP PLATE TO STUD SPACE 0 48" O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS 5 ROOF TRU S CONNECTION 7 INTERSECTIONS STUDS CONFIGURATIONS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND 6 BUILT-UP MEMBER FASTENING RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. SEN USING (2) STRAPS ON S0.0 S0.0 S0.0 DESIGN SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. KING STUD TO TOP PLATE: TRUSS TO PLATE: ROOF COVERING SPECIFICATIONS: SDWC15600 SCREW. TOP PLATE TO HEADER FASTENING: SDWC SCREW THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING: CRITERIA AND TILE ROOFS SHALL BE INSTALLED PER THE CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO TOP PLATE: THAN 4'-6" FOR GABLE ENDS. SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: 'ND WATERPROOFING- NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED 'e THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DE SIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS FOR GABLE ENDS. GENERAL THAN 4'-6" WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING & JACK PLATE TO HEADER: NOTES CONNECTION STUDS SEE PLAN KING & JACK SDWC SCREW MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL STUDS SEE PLAN 24° O.C. BUILT-UP POST IN THE WALL (2)12d TOE HEAD OR SILL TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 12" STAG. NAILS E.E. PLATES SEE HE NOT AWING DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 1A AD OR SILLIL UNCLEAR REFER TO THE / 4" 6'-O" ��� GABLE X-BRACE, SEE DETAIL 1Q/S0.1 (MIN) SCHEDULE LATES SEE 2X6 WALL ARCHITECTURAL DRAWINGS OR L3'/2x3'/z x' 4 TOP PLATE, LAPS INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS L4x3'/2"x'/4 6" 8'-0" HEADER SIZE, BACK AND (2}2x8 1/2 ROUGH OPN'G, SEE ARCH. SCHEDULE corrrACT THE E.O.R. DESIGNATES SHEARWALL. THE KING STUD QUANTITY. HEAD OR SILL KING STUD TO FRAMING BELOW: TRUSS TO PLATE: DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS > "XV. 6" 10'-O" HIDDEN UNE DESIGNATES SIDE OF -4L L5x3/2 WALL THE SHEARWALL SHEATHING PLATES SEE CS18 STRAP w/6-10dx1Yz" RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6") GUN NAIL 0 6" , , - ------ W L HE S EO. W L 3/s ROU OPN'G, SEE ARCH. SDWC SCREW L6x3/2"x/4 6" 12'-0" SW 3"/6" SCHEDULE NAILS EACH END. STRAP PLAN NAME DESIGNATES 8d COMMONS 0 3' KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR rTONEBROOK - CARIBBEAN CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS L7x3'/2"x'/4 6" 16'-O" O.C. EDGE & 6" O.C. "IN THE CONNECTON: SIMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD* SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE DESIGN/DRAWN/CHECKED 1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS FOLLOWING: GABLE ENDS OR PLATE TO HEADER: CS AJS LAP CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK ADJ - ADJACENT LG - Lo g SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS SDWC SCREW 0 RESISTANT COATING OF EPDXY BASED VENEER GABLE ENDS OR 2-STORY DATE r JOIST TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS PAINT. BM - BEAM MANUF - Manufacture THAN 8' OR OPENINGS LESS 24" O.C. RAPIER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS i®� WEATHER BOT - BOTTOM MONO - Monolithic WALLS ! „ BARRIER BRG - BEARING OC - On Center THAN 3'-6" 2X4 WALL 2. LINTEL MORE THAN 8'-0". SHOULD HEADER FASTENING SECTION 0SCAL 7 JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board SCALE I�J DBL - DOUBLE PERP - Perpendicular AS NOTED ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. i i DIA - DIAMETER PRE ENG - Pre Engineered KING STUD TO FRAMING BELOW: SCREWS INTO HEADER PROVIDE A '/2" LINTEL EA - EACH PSF - Pounds per Square Foot a CS18 STRAP W/6-10DX1)�' LPA No. CONT. HEADER, TWO PIECES FACE NAIL 16dO 16" O.C. 0 EDGE VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE - EACH ENO PSI - P unds per Square Inch , NAILS EACH END. STRAP AT AC V05K TOLL-17-00452 CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PR=SSURE TREATED r STUD OR 2X10 INTERIOR OR EXTERIOR SID tilt 3. BRICK VENEER ATTACHMENT: I EQ - EQUAL QT - Qu ck Tie SOLE PLATE CONNECTOR SOLE PLATE ANCHOR BLOCKING FASTEN STRAP NOT REQUIRED AT LL WING- pe2t�'ent,rl. CONTROL No. STRAPPING NOT REQUIRED STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS HORIZONTAL TIES 0 24" O.C., VERT. EXT - EXTERIOR REINF - Reinforce LOCATED WITHIN 6" OF PER SCHEDULE AT LOWER LEVEL HEADERS w/8-10d COMMONS GABLE ENDS OR PCU Devi Boa 3981 SOLE PLATE TO JOIST/�3LOCKING FACE NAIL (16d ® 16") GUN NAIL ® 8" TIES ® 12" O.C.. (FOR 110mph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Sq are Foot STUD PACK. OMIT IF SHEARWALL JACK TRUSSES LESS p•P 1n9 UNLESS SPECIFIED ON PLAN Bu1)a n�C� MULTI STORY THAN 8' OR OPENINGS LESS Nis SHEET WIND-ZONE VERT. TIES ® 16 O.C.). SEE PLAN FDN - FOUNDATION SPF -SprucetPine Fur HOLD DOWN IS SPECIFIED OE NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN BRICK LINTEL, FT - FOOT SYP - Southern Yellow Pine SINGLE STORY (STACKED WINDOWS MULTI STORY THAN 3'-s" G�`1 3"x0.131"0 = GUN NAILS 2"x0.113"0 = RINK SHANK SEE SCHEDULE FTG - FOOTING THRU - hrough 12" OF OPENINGS. PROVIDES/«s��� WEEP HDR - HEADER TYP - T ical 8 TYPICAL H DER STRAPPING UNSTACKED WINDOWS) 2"x0.113"0 = 6d 2/2"x0.131"0 = 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL UON - Unless Otherwise Noted Petrtdt D sk Soso 3"x0.148"� = 10d 3'/2"x0.162"0 = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT - Vertical So.O ToVea 9y APP ilditl9'De93�me SHEET 1 OF 9 1'/2"x0.148"0 = 1 Odx11/2" 11/2"0.131"0 = 8dx1'/2" WWF - Welded Wire Fabric City of 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d O 4" O.C. WALL SHEATHING STUD WALL FRAMING PLATE w/ 10d CSD 3" O.0 8d COMMON WIRE NAILS i W/ 2x SOLID BLOCKING TO BLOCKING O 3" O.C. �/ � AT SHEATHING EDGE / \ 6" I DBL. TOP MAX NOTCH HEADER BLOCKING ONLY REQUIRED PLATE BELOW TOP PLATE 1 I AT SHEARWALLS AND 2x4 BLOCKING BETWEEN EA. i Lou Ponti o and 5-8d COM P RCH SHEATHING, �R I STUD w 3-16 NAILS AT EA. Associates,, Inc. STUCCO FINISH I TRUSS. ATTACH AT EACH WALL 3 EACH SIDE SEE SPECIFICATIONSQ °"I PORCH / B LOW I °°I FRAMING INTERSECTION. (MIN. OF 16d COMMONS OF SPLICE 16d COMMONS I 8-GUN NAILS ® 8" O.C. SHEATHING SPLICE ® 8" O.C. I 2x4 SYP#2 HORIZ. BRACING ® SEE PLAN. Ir 24" O.C. BETWEEN OUTER WALL PORCH PARALLE HEADER & SUPPORT I °°� HEADER6-16d BETWEEN EACH TRUSS) 420 Osceola Avenue & FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. j�(2)MSTA24 FULL HEIGHT lax. Beach, Florida 32250 TO WALL ANCHOR OR DTT2Z CONT. RIBBON CONT. RIBBON 8d COM O EACH END w/ 3-0.131x3" NAILS PERPENDICULAR I STRAPS HOLD DOWN AT MIN. (2)2x4 WOOD PERPENDICULAR TRUSS Ph. 242-0908 Fax. 241-9557 BOARD (TYP) BOARD (TYP) 3" O.C. (TYP) TO WALL BASE OF POST BELOW. & (1) ADJ. I B FL:CA# 8344 SC:CA#3579 EACH SIDE FLOOR 24" 16 GUAGE POST BASE: OPTION A TO PORCH HEADER. WALL FLOOR FLOOR OF SPLICE TRUSS SHEATHING TRUSSES TRUSSES OR JOIST. OR JOIST. 2x4 SYP#2 I STRAP w/11- POT 24" 16 GUAGE 4x4 POST:ABU44 STUD WALL FRAMING SHEATHING SPLICE DIAGONAL 10dx%" EA. END BE OW STRAP w/11- 6x6 POST:ABU66 w/ 2x SOLID BLOCKING FASTEN EA. I 10dxl)¢' EA. END - END w/ DOUBLE TOP PLATE LSTA12 FOLDED OVER TOP 8d COMMON WIRE NAILS \ AT SHEATHING EDGE {°r PLATE w/5-10d NAILS / �4" OSB or PLYWOOD 3-10d COMMONS _ INTO TOP PLATE & 5-10d .• �1*j +• ; RIM BOARD Y4" -- ---_ PORCH. CONTIN 60US OVER NAILS INTO BEAM. SPACE \ * •+^f,�•�}* ?f/` TO BLOCKING O 3" O.C. PORCH HEADER, SLAB HEADER / \ `o ,• �, '+ Ci' o SHORTER THAN SEE PLAN I • '�'~� o TS16 MAX O 48" O.C. OMIT IF WALL � � WALL FRAMING-/ WALL FRAMING ! FLOOR SYSTEM. ALIGN CEILINE WALL FRAMING TRAPS MSTA24 �¢" ROD T SHEATHING IS INSTALLED ROOF TRUSS \ /� zz= �' No. 4 ' t` VERTICAL JOINTS WI ON FACE OF BEAM OR JOIST �� 7k c�i I WALL SHEATHING STRAPS EPDXIED 6" MIN _ i�FOR SHEATHING SPLICE I JOINTS INSTALL FLOOR TO BLOCKING ONLY REQUIRED 5-8d COM FLOOR STRAPPING PER PLAN VIEW OF ELEVATION VIEW OF 8-GUN a TRUSS CONNECTION ? eO.• ST F :J� z C SEE DETAIL B ABO OPTION 1 OR 2 PORCH HEADER PORCH HEADER -� :+ A. AT SHEARWALLS AND EACH SIDE NAILS CONTINUOUS 2x6 SYP#2 0,� (� .,�j STUCCO FINISH OPTION 1 OF SPLICE OPTION 2 FULL HEIGHT °� AT POST AT POST LEDGER FASTEN WITH �' ANCHOR OR DTT2Z 5-0.131x3" EA. STUD. +.° S/ ��� ,o kn OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL HOLD DOWN AT MIN. (2)2X4 WOOD 0°°fuiirr „rr It; '� PORCH SHEATHING SPECIFICATION& BASE of POST BELOW. & (1) ADJ. PARALLEL TRUSS NOTE 1: s/8" (OR GREATS ) OSB OR PLYWOOD, w/ 8d COMMON NAILS O 6" O.C. EDGE AND FIELD OPTION 8 TO PORCH HEADER. DETAIL A Christopher ) S a b o u r i n PE 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FL PE#71461 1 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS 2 TYPI AL PORCH FRAMING DETAILS 3 TYPICAL PORCH BEAM CONNECTION WHEN 4 WALL ADJ. TO ROOF CONNECTION S0.1 01ED SOA SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATE S0.1 S0.1 AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT ZZWHERE APPLICABLE IF TRUSS REACTION EXCEEDS 2300Ibs PROVIDE CRIPPLE STUDS ROOF TRUSS. DIRECTLY BENEATH TRUSS !i SYP#2 2x4 NAILER FASTENED TO TRUSS FIELD ALTERATION ROOF / » AA AQ-� 2-SIMPSON H2.5T. TRUSS. BOT. CHORD w 0.131x3 O 3 O.C. II II IV 'VI A B A B 2x4 SYP#2 CATS AT 12" FLOOR OR FASTENED TO SHEATHING w/ 8d O 3' O.C. ROOF _ ________ __________ CONTRACTOR SHALL CONTACT LOU ROOF TRUSS. TRUSS PONTIGO 8 ASSOCIATES PRIOR TO O.C. FASTENED TO TOP SDWC 15600 _ -___---- -__-- PLATE w/ 4-0.131x3" 114" SHEATHING FASTENED TO ® 32" O.C. I I I 11 11 MAKING ANY STRUCTURAL FlELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL MAX. TOP PLATE w 10d O 3 O.C. CONSTRUCTION DOCUMENTS.ANY COMMON. SCREWS 16" MAX. SHEARWALL FIELD ALTERNATIONS MADE PRIOR TO r72C, SYP#2 CONT. ATTACH OSB WALL B C B C B D D D D BEING APPROVED BY LOU PONTIGO a FASTEN CATS EACH END w/ SHEATHING C ASSOCIATES MAY RESULT IN TOP PLATE AND TRUSS 3-0.131x3" COMMON TOE NAILS w 0.131x3" @ 3" O.C. EDGE OF ADDITIONAL ENGINEERING OR / INSPECTION FEES. 2x MAY OVERHANG TOP PLATE. SHEARWALL-// HEARWALL C C SHEARWALL OR SHEARWALL n n n rr EXTERIOR WALL S 8d®3 SW 8d@3"/6" fu mu ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G PERFOR T SHEAR SEGMENTED SHEARWALL STRAP KING POST TO POST BELOW WITH 2-CS16 STRAP KING POST TO mss" OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d CD4"O.C. DA - U ER 1T) LOWER STUDS DA - UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2 EIGHT SW 8dO3 6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT FLOOR ANCHORS ARE NOT USED TO NAILER w 1) ROW 8d TRUSS. _ _ , n / ( 2x4 SPF#2 CONTINUOUS TRUSS. EN STUDS 1'0 FOUNDATION END STUDS TO FOUNDATION v O 3" O.C. FASTEN TO TOP J/,/,.' � �,;/ LEDGER FASTENED SW 8d®3 6: HTT5 OR HDU5 SW 8d®3/6: HTT5 OR HDU5 HEADER DOWN CONNECTION HE ADER UP CONNECTION PLATE w/ (2) ROWS TRUSS WEBS WI _ _ i /g" OSB ;' s PLATE AN04ORS SOLE PLATE ANCHORS CONNECTION _ CONNECTION OF 8d O 3" O.C. % BLOCKING �- w/3-0.131x3" WALL NOTES © © CALL OUT UPLIFT CONNECTOR CALL OUT UPLIFT CONNECTOR PANEL SEE SCH DULE ON DETAIL 3/S0.0 SEE SCHEDULE ON DETAIL 3/S0.0 2x4 SPF ' , f s FLOOR COMMON. 1. AT ROOF TRUSS, SYP 2 2x4 NAILER FASTENED Ii ALL AROUND FRAMING CONTRACTOR MAY SHEARWALL NOTES A H2.5T O 32" O.C. TOP & BOT A LS18 O 32" O.C. # CHOOSE A,B,C,D, OR G. 1. PROVIDE 746" OSB SHEA TNG WITH 8d COMMONS O 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN Uj TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12" PROVIDE 2x BLOCKING AT LL PANEL EDGES. w ❑ 2 ROWS 0.131x3" O 3" O.C. r 2. US= ALTERNATE A. C 1 MSTA24 STRAPS C O I INTERIOR 3-0.131x3" NAILS ® 6" O.C. O.C. FASTENED TO TOP (2)CS16 STRAPS SHEARWALL. PLATE w/ 4-0.131x3" ATE TERIOR WALLS 2 PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SE8 PLAN D FULL HGT THREADED ROD SEE PLAN M SW-2 SHEARWALL OR COMMON. ENDIN, BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT.BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) W 5-16d NAILS EXTERIOR WALL TRUSSES. ALTERNATE D ALTERNATE E (TYPICAL) 3. FASTEN ALL INTERIOR TO ROOF OR FLOOR TRUSSES PER 5/SO.1 LIJLir..) ALTERNATE F 3. us_ ALTERNATE E & FOR FLOOR 4. INSTALL INTERIOR F00 G BELOW SHEARWALL PER DETAILS ON S1.0 TRUS ATTACHMEUL---Jl 7 U 5 SHEARWALL ATTACHMENT AT ROOF 8 FLOOR 6 TYPICAL SHEARWALL ELEVATION w 7 HEADER TIE DO S0.1 S0.1 PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. 01E0 SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Q oz � � Qw 8d COMMON NAILS 4-12d T MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECT ATIONS. SINGLE BRACING NOTES AND SPECIFICATIONS V ! ROOF NAILS (TYD.) 2x4 SYP#2 OUTLOOKERS TRUSS BRACING AT 3" O.0(TYP) TRUSS O 24" O.C. 1.)ALL BRACING LUMBER SHOWN, EXEPT 2x4 BLOCKING. FASTEN FOR T-BRACE SHALL BE 1x4 SYP#3 WALL STUDS WALL STUDS EACH END w/3-10d H3 OR H2.5T HURRICANE CLIP O EA. OR BETTER OR 2x4 SPF#2 OR BETTER. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. ° (UON) AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW Q ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. 6-10d (1)DIAGONAL BRACE PER 2HE WE TNG LUMBER SHALL INTERSECT \ COMMONS TO)BACKSIDE d I TRUSSES AP °I THE WEB OF THE BRACED TRUSS, PER , r ' OVERFRAME RAFTERS, SEE PLAN. I°I DELEGATED TRUSS ENGINEER. W 0 0 I z 2X6 � I I 3.)PERMANENT PERMANENT BRACING ROOF TRUSS-/ ROOF TRUSS ANGLE BRACING 'APPLIED TO I'I WHERE NOTED ON TRUSS MFR. SHOP r� I1 SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WEBS. ISI DRAWINGS. THE CONTRACTOR SHALL �. SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER a PROVIDE 1x4 SYP#3 OR BETTER W TO EACH STUD, PER ATTACH TO EACH STUD, THESE STRAPS II l AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACE FASTENED TO BOTTOM CHORD BRACING SCHEDULE BELOW PER SCHEDULE BELOW. 26LOCKING WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. WEB w/ 12d O 6"O.C. �•� PERPENDICULAR TO TRUSS BOTTOM A-SINGLE LEDGER B-DOUBLE LEDGER ALT, TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0". T-BRACE 'TO BE THE CHORDS AND ATTACHED TO EACH SAME SIZE, SPECIES, I•I TRUS WITH 2-8d COMMON NAILS. AT LESS THAN 4'-0" FASTEN w/10d COMMONS # AND GRADE AS WEB VERTICAL VERTICAL PRODIDE MTS12 OR CS16 DIRECTLY O 6" ON-CENTER 2X4 2 SYP BLOCK O EACH CONTINUOUS LATERAL BRACING, SEE I I GABLE END WALLS PROVIDE DIAGONALS O REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING ROOF MEMBER. BETWEEN OVERFRAMING RAFTER GABLE BRACE. FASTEN EACH O TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. I°I AT END WALLS PROVIDE DIAGONALS " AND ROOF MEMBER. END W/ 3-10d TOENAILS ( ( (APPROXIMATELY 45%) TO THE 0-775 2x6 w/ 5-0.131x3 1850-2345 2x8 w/ 6-/4"0x6" SDS SCREWS LOCATION. F MORE THAN (1) LATERAL ADJACENT EXTERIOR PERPENDICULAR r 1 BRACE IS NEEDED, OVERLAP BRACE I°I WALL BETWEEN EACH LINE OF BRACING v 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-'/4"0x6" SDS SCREWS BLOCK TO DBL TOP II TO FORM A ZIGZAG PATTERN ALL 1251-1540 2x10 w/ 10-0.131x3" G� AS SHOWN. 1540-1850 2x12 w/ 12-0.131x3" PLT W/ 2-H2.5T CONSTRUCTED OF THE SAME BRACING PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT `O MATERIAL. THIS REQUIRMENT IS NOT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. I NECESSARY AT HIP ROOFS. ALSO LEDGER A NOTES: WHERE A LEDGER IS INDICATED I 0.131x3 TOE NAILS O 8 O.C. ALONG EXTERIOR WALLS PARALLEL TO ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL. TOP PLATE DIAGONALS IN THE END SPACE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE I BETWEEN THE WALL AND THE FIRST ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. 8-10d ( LINE OF BOTTOM CHORD BRACING AT A X-BRACE w/ 2-16d INTO BOTTOM 11\1\--TO �LSTA12 O 48" O.C. Q$ DBL TOP PLT TYPICAL CHORD OF EA. TRUSS. COMMONS TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. SDWC15600 O 36" O.C. OMIT IF V&EN 8 LEDGER CONNECTION WHEN s DECK LEDGER AT OVERFRAME RAFTERS 10 GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN 11 PERMANENT TRUSS BRACING FRAMING 07E0 SOA TRUSS TO LEDGER CONNECTION BY TRUSS OTED SO.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. So.1 NOTES: 1. SPACE GABLE END BRACING O 4'-6" MAX. S0.1 SCALE: 3/4" = 1'-0" MIN 2 PLY STIP MIN 2 PLY STUD DETAILS ENGINEER. NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP#2 D IN LIEU OF 2 TUDS IN LIEU OF 2 STUDS ITS ACCEPTAB ITS ACCEPTABLE GIRDER TRUSS NA FULL HEIGHT TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS MIN 2 PLY 36" LONG ST 36" LONG STUD OR BEAM WASHER - F PLANyX� ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w/12 FASTEN w/12- 0 0 FOD OVER TOP PLATE (2)MSTA24 STRAPS 0.131x3" GUN I 0.131x3" GUN NAILS ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR NAILS f (2)MTS12 DOUBLE FULL HT. SYSTEM SHALL CONSIST OF %"0 A307 THREADED HDU5. FASTEN SOLE FULL HT. ANCHOR FASTEN w/18-10d 1 0 (2) TS12 UPLIFT PLATE TOP PLATE. RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 26-1Od COMONS I ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE If DOUBLE TOP LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE W/8- » I THESE ps SLE DIMENSIONS FROM PLATE SEE PLAN FTOP PLATE,ASTEN WITH NUT AND ATSLEASTW3SHER. SDS SCREWS' WINGS.IF DIMENSION IS CONNECTOR u SIMPSON 1 NOT S BAR REFER TO N o• SIMPSON FULL HEIGHT ARCHITECTURAL DRAWS;.IGS OR WALL STUD " " DA OR POST. a THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) �" FULL HEIGHT MINIMUM 2 PLY LTT20B THREADED ROD (2)H2.5T (2)H2.5T CONTACT THE E.0 R. FULL D WITHIN THREADED IHROD ° PROVIDERAOHOLE THEI THE E D D ROD USED E THAN TH ROD TURN TITEN HD ROD INSTALLATION: AT ALL PLATE PENETRATIONS, MI2I PLM STUD " THREADED EPDXIED ADEMI OOR GIRDER SEE PLA F MINIMUM f N) 2 PLY AT 2ND STORY PLAN NAME SEE PLAN I ELEVATION 0 STUD AT 2ND STORY Y2x6 TITEN HD STUD STUDS PROVIDEr y w SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT STUDS PROVIDE ROD EPDXIED rSTONEBROOK - CARIBBEAN 0 AO °•, )�Z" THREADED ROD STEEL COUPLER O - (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS18 STRAPS 7.5" MIN 2 CS18 STRAPS (OPTIONAL, LOCATE C FULL HT. AT BASE OF STUDS f ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SI RODS - THD376 ROD UPx6 '4") AT BASE OF STUDS DESIGN/DRAWN/CHECKED AS NEEDED) ANCHOR - IN HOLE. YOASMAYBE OF DFROMNTRUE ET TO SIMPSON TITEN HD ROD COUPLER (FLOOR TO FLOOR) }¢x6 TITEN HD MINIMUM (FLOOR TO FLOOR) CS AJS LAP WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE XI 4 MIN OR AT SILL PLATE AT TOP PLATE VERTICAL B 2 PLY HOLD DOWN SEE PLA DATE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT AWK THE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z STUD " ROD = DTT2Z SECURED OVER THE WASHER TO A SHuc-TIGHT 05.31.17 FULL HEIGHT ANCHOR INSTALLATION CHART w/8- Y4"x1YZ" HTT5 " ROD = HTT5 ` FLOOR CONDITION PLUS ONE-HALF TURN OF A STANDARD MROUE� SDS SCREWS BUILT-UP POST, BUILT-UP POST, SCALE FRAMING q C OD E F IXJE 0 S��Y� OF SEE PLAN. SEE PLAN. AS NOTED THREADED FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE-71GHTEN NUT TO 30L LPA No. THREADED ROD FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-LBS. OF TORQUE AFTER ALL TRADES ARE SEE PLAN PER PLAN. 3/8 '/2"0 '/Z"o 2x2x'/e" 4" 4" 2" 3" OOMPLEE � PRIOR TO N��' TOLL-17-00452 EMBEDMENT 5/8 Y4"o 3/4"0 3x3x'/4" 7.5" 12" 2W 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 Or HDU5 DTT2Z LTT206 CONTROL No. DEPTH E DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2 3981 O MONO STEM MONO srEM RCHART FOR EQUIREMENTS AND EDGE DISTANCE FULL HEIGHT ROD 5/8" FULL HEIGHT ROD FULL HEIGHT TR CONVENTIONAL SHEET FULL HEIGHT ANCHOR � WALL SECTION THREADED ROD INSTALLATION CHART 3 n SHEET /8 FULL HEIGHT ROD ALTERNATE 12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM 13 ATT CHMENT 14 FULL HEIGHT THREADED ROD 15 HOLD DOWN ATTACHMENT DETAIL S 16 GIRDER / BEAM STRAPPING SOA S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Vaij ALTERNATE S0.1 0TED S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHEET 2 OF 9 OVERLAP SIDEWALL r TOP PLATE KING STUD TO TOP PLATE: SDWC15600 SCREW. ALWAYS PLACE 7 HEADER AT TOP OF ROUGH OPENING 8d RING SHANK 0 3" O.C. I� 5/,,"0 THREADED ROD :_•._ ._ __ ._ . . • __ x3x'/ " LAT w/3 4 PLATE ROOF SHEATHING PER . . .HTT5 W/ CONSTRUCTION SPEC's STUD TO TOP PLATE: . . . . . . . . . . . . . " THREADED ROD 1/Z Lou I'ontigo and EPDXIED 12 MAX 1/2"x`10" S.S LAG BOLT SDWC15600 SCREW. Associates, Inc. 0 / [EXTEND HEADER TO 2x6 SPF#2 RAFTERS SPLICE 2x6 x 4'-6" P.T. SYP NO.2 420 Osceola Avenue 0 24"o.c EXPOSED RAFTER TAIL TO EACH ROOF FAR SIDE OF WALL Jax. Beach, Florida 32250 (2)2x6 2)2x6 SPF 2/ AS SHOWN. o o TRUSS 0 24 O.C. HEADER TO JACK STUD: Ph.242-01908 Fax.241-9557 JACKS 6 6 6 6 `'�-. SDWC15600 1-MSTA24 FL:CA# 8344 SC:CA#3579 AND (1) 4'-0"x4'-0" PIECE OF WALL 2x6 SYP#2 LEDGER KING. SHEATING INSTALL AT UPPER HTT5 w/ w/2-1/4"x6" SDS CORNER 1" BELOW GARAGE HEADER DETAIL A THREADED ROD SCREWS 0 16"o.c ON EXTERIOR STUD (TRIMED AS EPDXIED 12" SHOWN) WOOD BEAM PER PLAN PRE-ENGINEERED \�� 2x SPF BLOCKING WOOD ROOF TRUSSES. �y FASTEN SHEATING TO HEADER w 8d COMMON GALV. BOX NAILS 12d COMMON RIPPED TO FIT BOT PLATE TO FRAMING iy+l��li,1K' „)�t"x„�� h4i9MRl4�� fpl•� / (2)SDWC15600 WIRE NAILS OLCS ��\. NTH GAP SHOWN BELOW CS180 32" O.C. :' 4 a HTT5 w/ IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING " THREADED ROD (STUDS, BLOCKING & SILLS) TYP. 4x4 HORIZONTAL LEG EPDXIED 12" STAGGERED `��•'•V S, SOFFIT, SEEItt - -- - 3-10d TOENAILS DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS EACH SIDE % LAG SCREW ARCH. = U NO. 1 1 RECESSED " N 4x4 DIAGONAL % 0 -/ ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN DOUBLE 1x4 P. . TOP PLATE FASCIA TSYP _ ,�,': TA E F e o STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x/4" WASHER. RECESSED LAG SCREW f.��.�`�fi�Q •.�� ����.` 6x6 POST SEE PLAN SHEATHING MAY , `�' �' °°� ............ 4x4 VERTICAL TERMINATE AT ` Nl- TOP OF DBL. Christopher Sabourin PE TOP PLATE. P ALL EXPOSED METAL FL P E#714 61 CONNECTORS AND FASTENERS SHALL BE STAINLESS STEEL RAFTER TAIL DETAIL REVISIONS DATE MEN 1 GARAGE PORTAL WING WALL 2 SHED ROOF - BRACKET DETAIL 3 WHEN 4 WALL STRAPPING DETAIL OTED S0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.2 SCALE: 3/4" = 1' 0" S0.2 SCALE: 3/4" = 1'-0" OTED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN L8x4x7/16"x5" LONG ANGLE, ATTACH TO BRACKET FIELD ALTERATION FRAMING w/ (2) VOx4" LAG SCREWS, ATTACH TO WATER PROOFING & HTT4 W/ %"0 HOT DIPPED GALVANIZED THRU BOLT. PONTIGO a ASSOCIATES PRIOR TO CONTRACTOR SHALL CONTACT LOU MAKING ANY STRUCTURAL FIELD DECKING ATTACHED HAND RAIL BY BUILDER MODIFICATIONS WHICH MAY VARY W/ SS SCREWS FROM THE INTENT OF THE ORIGINAL FLOOR SHEATHING TO BLOCKING W/ 10d COMMON 0 3" O.C. CONSTRUCTION DOCUMENTS.ANY LEDGER & HANGER FIELD ALTERNATIONS MADE PRIOR TO POST CONT. TO BRACKET PER PLAN BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN 30" LONG FULL DEPTH LVL BLOCK NAILED TO ADDITIONAL ENGINEERING OR DECKING EACH TRUSS MEMBER W/ GUN NAILS 0 3" O.C. INSPECTION FEES. JOIST PER PLAN. FASTEN TO EA BEAM W/ )4x6" STAINLESS STEEL LAG SCREW SLOPE BEAMS PER PLAN, FASTEN TO 6x6 POST w/ �'" HOT DIPPED GALVANIZ (2) 4ED THROUGH BOLTS. a. U V 1 SIMPSON HTT4 6x6 SYP#2 P.T. II — FASTENED BLOCKING TO LVL BRACKET FRAMING Uj 6x6 POST TO TOP (2) SIMPSON HL43PC, ATTACH TO �4" THRU PLT W/ (2) HGA10 BRACKET FRAMING w/2--Y4"0x5" BOLT J LAG SCREWS IN PRE-DRILLED w (2) YZ 0x9" LLJ LAG, BOLT HOLES. FASTEN TO BEAM WITH (2) V-0 THRU BOLTS ULLJ 6x6 SYP#2 P.T. BRACKET ! z = IALL FASTENERS SHALL BE H.D. '�4 GALV. ffl_S.S. USE 1X" WASHERS. " THRU BOLT Ci -Y4"0 A36 GALV THRU O NOTE: ALL HOLES SHALL BE BOLTS (3 LOCATIONS) PRE-DRILLED =_ = Q/ Q W 6x6 SYP#2 POST m POST TO SLAB W W/ HTT5 6x6 SYP#2 P.T. BRACKET FRAMING J Q � W 5 BRACKET DETAIL O O Z 50.2 �■ — o0 00 J U N MISC FRAMING DETAILS ~ DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR i CONTACT THE E.O.R. I P',LAN NAME rTONEBROOK - CARIBBEAN 1 DESIGN/DRAWN/CHECKED CS AJS LAP DATE 05.31.17 SCALE AS NOTED LPA No. TOLL-17-00452 CONTROL No. 3981 SHEET S.02 SHEET 3 OF 9 I TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANDTYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. CORNER BARS (TYPICAL) 1 —#5 CONT. PROVIDE SOLE PLATE ANCHOR, AT WALLS GREATER THEN 12" HOOK INTO SLAB. , SEE 7B S1.01 8" CMU OPEN BOTTOM LINTEL 4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) SEE 3/SO.0 Lou Pontigo and FOR TEMPORARY BRACING BLOCK w/ 1—#5 CONTINUOUS Associates, Inc. WHEN SPECIFIED ON PLAN. LAYOUT PLAN AND SEE ARCH PLAN PERMANENT LATERAL SLAB ON GRADE, 1» SLAB ON 420 Osceola Avenue SUPPORT DETAIL. - -- -- r� 52 _—_;__ . Jax. Beach, Florida 32250 SEE PLAN. i ` A !A I ° GRADE, - Ph. 242-0908 Fax. 241-9557 a .a ' //�,r \ SEE PLAN. ''�i FL:CA# 8344 SC:CA# 3579 GRADE OR CONC. _` ` `% a SLAB, SEE PLAN. �` '� �' `f 4 DOWEL TO MATCH VERT. - \ •� # - \ ; - \ L 8 CMU STEM WAL4V/ t i� SHOWER PAN SLOPES TO DRAIN SEE ARCH SLAB ON STEMWALL SCHEDULE �` STEMWALL REINFORCING (SEE �� GRADE— AN RADE— _ ° a �. -- #4 VERTICAL DOWELS @ 24" O.C. `•'�.•`""�{� �V "• �''- CMU SCHEDULE) w/ 6 HOOK INTO _ z ` r ,,. ` \ PLAN. MAINTAIN MIN. SLAB THICKNESS. 4 ` kn COURSES REINFORCING �� FOOTING. LAP VERT REINFORCING 001 \ / -}f. SEE PLAN �" ° �r�` 90° BEND INTO FTG. "� ;' 6 � 1 -�� - . v * PeIO T 25" I F STEM WALL I S GREATER l S _ 1 TO 6 #4 VERT. © 48"O.C. • ( ) /. Q `\' THAN 3 COURSES. TAT r 0 To 10 #4 VERT. C�? 24"o.c. \ \ `yam ° d 4 STEMWALL, SEE 1 S1 .01 "' � °4 • � =.�'� '•,� .°ice; NT. CONCRETE � CONTINUOUS CONCRETE / e COE FOOTING •• R! 11 TO 12 #4 VERT. 8"O.C. » „ \�� • • 4 / 43Y" CLEAR FOOTING S��Nk!_ t STEMWALLS OVER 6 COURSES TO 8 d x 16 w 1—STORY, w/(2)#5 CONT. \ \l P HAVE TRUSS TYPE HORIZ. JOINT 2—STORY, w/(3)#4 2 5 CONT. �" REINF. BETWEEN EVERY OTHER „10 d x 20"wOR { )# Christopher ) Sabourin PE COURSE. FILL CELLS SOLID. 10"x20" FL P E#714 61 w/ 2—#5 CONT. REVISIONS DAM 1 STEMWALL FOOTING 2 FOOTING W/ SHOWER RECESS 3 GARAGE STEM WALL �01 SCALE: 3/4" = 1'-0" S1.01 (IF REQUIRED) S1.01 (IF REQUIRED) II I TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU MAKING ANY STRUCTURAL FIELD (1)#5 CONTINUOUS, PROVIDE PONTIGO&ASSOCIATES PRIOR TO —— FROM THE INTENT OF THE RIGIINAL CORNER BARS (TYPICAL) 12" HOOK INTO SLAB. STEP, SEE *WEQUAL FICONSTELD RUCTION O MMENTS.ANYADE PRIOR TO ARCH, BEING APPROVED BY LOU PONTIGO a ( „ ASSOCIATES MAY RESULT IN 4 MAX.) TO SLAB ADDITIONALENGINEER R THICKNESS. SLAB ON GRADE, - SEE PLAN. - Q SLAB RECESS BRICK VENEER IS 7 Z ACCEPTABLE] WITHOUT WALL FRAMING WALL FRAMING INCREASE OF FOOTING U 1" DEEP SAWCUT w/ SLAB ON GRADE, SIZE. 8" CMU STEM WALL W/ ELASTOMERIC SEALANT /SEE PLAN 2—#5 CONT. ' r ' #4 VERTICAL DOWELS © 24" O.C. :c SLAB ON STEP, SEE ARCH. PLAN. W 90° BEND INTO FTG. - GRADE— a SLAB ON W - a — _d _�..—__,. SEE PLAN SLAB ON — ° GRADE, ° SEE PLAN. ---- - ---- GRADE CO NOTES: ° �.A SEE PLAN. �`V, LLQ 1 APPROXIMATE SAWCUTS TO CREATE `��j /� / \ e /\ CONTINUOUS CONCRETE ''' • ' �I ) 12' 12' MAX. S ~ -~ / / i LLJ W �� U FOOTING 3" CLEAR 2) SAWCUT CONC. SL .B WITHIN 4 0 . r TYP 12 HOURS OF CONC. PLACEMENT. OPTIONAL8"xl 2" FLAIR 8%20" 1—STORY, w/(2)#5 CONT. " " x1s 1—STORY w/(2)#5 CONT. O ^ 10%20" 2—STORY, w/(2)#5 CONT. 2—STORY, w/(2)#5 CONT. LL w/ 2—#5 CONT. n/ Qw r-4 STEMWALL AT GARAGE 5 SAW CU DETAIL 6 BEARING AT INTERIOR MONO. FOOTING AT STEP-DOWN C� J S1.01 SCALE: 3/4" = 1'-0" 1,S1.01 S1.01 S1.0 ' Q o W 10 O Z W O O TYPICAL WALL FRAMING v AND ANCHORAGE PER CONSTRUCTION SPECS. PAVER BY MATCH DOOR 3/4" OTHERS WITH, SEE ARCH. RECESS BOND BEAM w/1—#5 SLAB ON a `a. GRADE, SEE PLAN. SLAB ON X / PAVING " a` -- - GRADE, < BY BUILDER T m L SEE PLAN. o �A -,STEM WALL w/ 12'"12" DETAIL 10B 1#5 CONT. FOUNDATION z a o0 1°° J 1 GRADE OR CONC. N `\\ 1 #4 © 48 O.C. E.J. 1 SLAB, SEE PLAN. �l\/\� MATERIAL t DETAILS AILS C4 z SLAB ON N <�' a---A—.•. GRADE, N 4` ALT. FOOTING AT \\ `���\ ��\ . �\/\/ SEE PLAN. BUILDERS DISCRETION. lr 4 #3, © 48" O.C. OR \,\ A °� THICKENED EDGE g''xg" / rDONO SCALEDIMENSIONS� N IS ARCHITECTURAL DRAWINGS OR ROD CHAIRS (TYP.) -1 DETAIL 10A UNCLEAR REFER TO THE (2)#5 CONT. /' \ /�� w/ 1—#5 CONT. b CONTACT THE E.O.R. 12" w/(2)#5 ` CONT. 2" THICK X 20" WID PLAN NAME STONEBROOK — CARIBBEAN DESIGN/,DRAWN/CHECKED CS AJS LAP g MONOLITHIC EDGE FOOTING 9 PORCH STEM WALL 1 o DATE THICKENED SLAB 0DATE7 �-O �-O �-O SCALE AS NOTED LPA No. TOLL-17-00452 CONTROL No. 171 7mi 3981 SHEET S I •01 SHEET 5 OF 9 i SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW: 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d O j DESIGNATES 8d COMMONS O 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and ---- BEAM OR TRUSS, SEE PLAN Associates, Inc. ANCHOR LEGEND 420 Osceola Avenue )ax. Beach, Florida 32250 V A307 DIAMETER FULL HEIGHT Ph.242-0908 Fax.241-9557 i THREADED ROD, SEE DETAIL 12/SO.1 FL:CA# 8344 SC:CA#3579 i X5 " A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/50.1 etz9etar��ir" A307 DIAMETER THREADED mei°�; Y.��•w tiav� 4 '°'�>e ROD TERMINATES AT FIRST FLOOR ;,'� - TOP PLATE, SEE DETAIL 12/SO.1 ,.. �.'� •��0.��'�� p w ' A307 DIAMETER THREADED C) J NO, 1 6 ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 C N SHEATH CONT TO FLOOR � , S 1A E F DECK. FASTEN TO ALL SIMPSON HT75 SEE DETAIL 15/SO.1 TRUSS MEMBERS W 8d .'✓��°����'S��'"� COMMON @ 3" O.C. DO • SIMPSON DTT2Z SEE DETAIL 15/S0.1 '°r+����'� ierut.e1►c��+�� '"` 6x6 P.T. SYP#2 NOT BREAK SHEATHING SEE 3/S0.1 FOR SEE DETAIL Christopher ) sabourin PE AT DOUBLE TOP PLATE BEAM CONN. / SIMPSON LTT20B SEE DETAIL 15/SO.1 FL PE#71461 POST w/ABU66. �1 S0.2. SEE DETAIL 2/S0.1. (2)2x8-1/1 -BEAi�t--ABB!/E - - ------- - - _ (2)2x8-1/1 -� WALL STUD SCHEDULE REVISIONS DATE I( l l I LOCATION PLATE STUD SIZE BRACKET PER 2/S0.2 I I l HEIGHT & SPACING 2 PLACES). --- I BRACKET AND TRELLIS SHEATH CONT TO FLOOR DECK. I J MAX" 2x4 SPF2 O 16~ D.C. ( ) I HUCQ412-SDS I � BY BUILDER. (2 PLACES) EXTERIOR HANGER I. I FASTEN TO ALL TRUSS MEMBERS W/ EXTERIOR 2x6 SPF#2 O 16" D.C. si » I MAX 2x4 SPF#2 O 12" O.C. l 8d COMMON @ 3 O.C. DO NOT BREAK I 10'-1 To I ( EXTERIOR 2x6 SPF2 O 16" O.C. SHEATHING AT DOUBLE TOP PLATE I 14'-0" � � INTERIOR 1 MAX" 2x4 SPF#2 O 16" O.C. cn (2)2x6 POST DIRECTLY FIELD ALTERATION I (/p I I 9 I I INTERIOR 12'-0" 2x6 SPF#2 016" O.C. g� i BELOW OST ABOVE. E _j N I MAX 2x4 SPF#2 O 12" O.C. I Q N I $nJp NA7ES CONTRACTOR SHALL CONTACT LOU PROVIDE SOLID BLOCKING I PONTIGO$ASSOCIATES PRIOR TO I I l WITHIN FL OR SYSTEM. I � _j I 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD l O I MODIFICATIONS WHICH MAY VARY ft � i \ /I i J I 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. FROM THE INTENT OF THE ORIGINAL III I i \ I M I j i I d w I I CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION DOCUMENTS.ANY l I �I I w ARCHITECTURAL REQUIREMENTS. FIELD ALTERNATIONS MADE PRIOR TO (3)2x -1/2 l I ( )2x 1/1 l I I I BEING APPROVED BY LOU PONTIGO 8 Q >_ I 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ASSOCIATES MAY RESULT IN % ( I l I I _j I YELLOW PINE. ADDITIONAL ENGINEERING OR I j \ I � INSPECTION FEES, STRAP HEADER N j 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. \ PER 8/ 0.0 I I I 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS i c0 i II TO CONCRETE SLAB w/16d MASONRY CUT NAILS O 16" O.C. MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT i i SHEARWALLS I = z COMBINED USE PANEL NOTES 6x6 P.T. SYP#2 POST I _ - - l 0 ! r I I 1. EXTERIOR WALL SHEATHING SHALL BE NI w/ABU66. SEE DETAIL L_-----------_-I-_' CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST / n PLATE. SEE DETAIL FOR �J J `� '°�� SPLICE LOCATIONS FOR MULTI 1STORY COND TIIONS ( ' i NG 4< 2/S0.1. (TYPICAL) � � _ _ e_ � I � �.�i.d M 2. SEE SHEET SO.0 FOR WALL SHEATHING N SPECIFICATIONS. Q (3)2x4w _ STRAP BEAM TO M > _ _ - 3. UPPER MOST TOP PLATE SUPPORTING ROOF W (I SPF#2 0 I STUDS w/ HTS16 SEE DETAIL MEMBERS SHALL BE STRAPPED AS SHOWN IN _ POST. m ---- STRAP HEADER - I I 1/SO.2. DETAIL 1/SO.O W I X I I j --- --- END w/MST 24. I o NI UW �i/ _ / 4. INSTALL SOLE PLATE ANCHORS PER DETAIL I m N x 3 SO.0 LL. M N GENERAL NOTES �- �"' Q (3)2x4 I-'-I I x6 SYP#2 POST AT I I 1. SEE DETAIL 2/S0.0 FOR WALL FRAMING DETAIL. z SPF#2 m BRACKET LOCATION. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD O > \� ro POST..--- - � SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDERr/ W PLIES. r . to PROVIDE MIN. w 2. SEE SHEET S0.0 FOR ROOF AND FLOOR J 2 2x6 POST DIRECTLY I l � SHEATHING SPECIFICATIONS. ( ) III ; l (2)INTERMEDIATE BELOW POST ABOVE. - r--==11 III I l JACK STUDS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE 04 op I PROVIDE SOLID BLOCKING �� III I N HEADER TO JACKS I PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES 04 TOGETHER PER DETAIL 6/SO.0 Q N WITHIN FLOOR SYSTEM. _ IUL ; j OSB W LL w/MSTA24. SHEATF ING. I N I 4. INSTALL SOLE PLATE ANCHORS PER DETAIL W X 3/S0.0 L I x N x o O O XX5. AT SHEARWALLS, PROVIDE DIAPHRAGM I ATTACHMENT PER DETAIL 5/SO.1 STRAP HEADER EACH I I BRACKET PER I --- - - END W M STA24. I 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT _ NNW / 2/SO.2 (2 PLACES). TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 S 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING AND HOLD DOWNS O (2) PLY 6"1LVL 7 (2)2x8-1/1 CS18 STRAPPING DETAIL .J SEE 3 S0.1 FOR BEAM6x6 SYP#2 POST �-+ / E \_w/HTT5 AT BRACKET l CS18 STRAP w/ 10" CONN. (TYPICAL) LOCATION. END LENGTH. ENS sAso MF WALL FRAMING w z oLq � NO NAILS REQUIRED FIRST FLOOR FLOORIN CLEAR SPAN TRUSSES-7FIDNAMING OR JOIST. WALL FRAMING w z PLAN SHEARWALL NOTE: SW: 3/6 0! CS18 STRAP w/ 10" SW: 6 DESIGNATES SHEARWALL END LENGTH. FASTEN NAILI G - 8d @ 3" EDGE AND 6" "FIELD" THIS END w/ 9-10d. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 6 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR SOLE PLATE ANCHORS - SEE SCHEDULE ON ' CONTACTTHE E.O.R. ON DETAIL 3/SO.0 FIRST FLOOR FRAMING PLANrSTONEBROOK PLAN NAME - CARIBBEAN SCALE: 1/4" = V-0" DESIGN/DRAWN/CHECKED SOL PLATE ANCHOR SPACING SCHD cs AJs LAP ALL EXTERIOR WALL 42" O.C. DATE UNLESS OTHER NOTED 05.31.17 SHE RWALLS 24" O.C. ISCALE (SW dO3"/6") AS NOTED LPA No. SOLE PLT® f WHEN NOTED ON PLAN TOLL-17-00452 SEE NOTE 2 CONTROL No. 1. INSTALL SOLE PLATE ANCHORS PER DETAIL 3981 3/30.0 SHEET 2. ANCHOR SPACING SHALL BE AS NOTED. FOR EXAMPLE - SOLE PLT O 36" = 36" 51A ON CENTER SPACING SHEET 6 OF 9 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0. 4. WHEN USING (2)H2.5T CLIPS ON 1'/z" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and TRUSSAssociates, Inc. FASTENING DETAILS 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL:CA# 8344 SC:CA#3579 oil ° . r No. 6 STA o DQ STUD DIRECTLY 'o,,rs `,�f••."" • � �' a°��� �^ BELOW TRUSS TOP PLATE TO °°°0f+ir°j �• „E�o�``� SDWC15600 STUD SDWC15600 Christopher J Sabourin PE 1 FL PE#71461 (2)PLY 16" LVL S0.1 TRUSS TIE DOWN WITH SIMPSON SDWC REVISIONS DATE /C1QI C\I INL 04 CN INi o N Rafter to Top Plate shown M M M M M M M M M M M 04 FL f i r`r N N N N N N N N N— N N N Truss to To Plate similar / LL LL LL LL !L LL LL LL _ Il__ LL Optimal 22>¢' PORCH CEILING SHEATHING 30' AT BOTTOM CHORD OF I — TRUSS SEE 2/S0.1. '� � ';! FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU // STUD DIRECTLY PONTIGO Il ASSOCIATES PRIOR TO 2 / , —— f MAKING ANY STRUCTURAL FIELD so.2 SD WC15600 ® ',f` I BELOW TRUSS }rz"Max MODIFICATIONS WHICH MAY VARY / I i ` I CONSTRUCTION DOCUMENTS.ANY FROM THE INTENT OF THE L C4 cli SIM. IEA FLOOR TRUSS ,"" \ I / 1 FIELD ALTERNATIONS MADE PRpR TO �', � So.1 BEING APPROVED BY LOU PONTIGO 8 f /� SDWC 15600 TOP PLATE TO ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR - r, F18 � / � ` STUD SDWC15600 INSPECTION FEES. F071. Sloped—roof rafters may be sloped up to and including OSB BLOCKING PER I a 12:12 pitch and must be "birdsmouth" cut. II M a2z ! 2. Reference detail 4 for installation instructions. :DETAIL 5E/S0.1 sal �., F07 �ose BLOCKING PER ! SIMPSON SDWC IN ITAL F07 ---- F1 DETAIL 5E/S0.1 s INSTALLATION RANGE = Z PORCH CEILING SHEATHING 2 _ AT BOTTOM CHORD OF SOA F07 — - F1 L TRUSS SEE 2/S0.1. -- — v 43 , -- 4 1 T06 F06 THD46 F -- - - ___ -- Uj Q f./f —— - MSH 22 F11 •� / /i r f THD46 O F06 oD - — i,'% OSB BLOCK NG PER u_ _____ — 50.1 %' '� '/ /✓ DETAIL 5E S0.1 — —N t J RAFTER TAILS, W i -'i; / THD46 ' H 22 SHEATH CONT THRU U - _- -- 10 = LOW ROOF TO 1STSEE DETAIL 8/S0.2 ', ��"ij�� � F06 THD46 LEVEL BOTTOM PLATE THD46 __ 2x8 SYP#2 P.T. LEDGER STUD NOT DIRECTL F06 THD46 THD46 — — — INSTALLED OVER SHEATHING. BELOW TRUSS_ -- SDWC15600 � W FASTEN w/ Y4x6" SDS F05 F09 SCREWS 24" O.C. (INTO Note: Reference detail 2a for installation angle limit -n 00 V) OSB BLOCKING PER .___ TRUSS END VERTICALS) SDWC INSTALLATION F04 __ __ DETAIL 5E/S0.1 F09 —___-- $ Rafter to Top Plate shown Q Q F04 — ——— 1 LIL __ F09 —————— (Truss to Top Plate similar) LVL BLOCKS w/HTT4 ------ I�� W ,. F03 F09 P R S/0.2. _____= 5 O O SO.2 STUD NOT DIRECTL �!/f F09 I j 1 BELOW TRUSS 2x8 SYP#2 P.T. JOISTS @ 16" O.C. FASTEN TO LEDGER ® Do not install SDWC in O hatched area F01 F08 w/LU S28. O 1 v SDWC15600 J r 1 S0.1 2 1 1/2" MIN SOAOverhang 2" MAX TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES SD; /VC INSTALLATION RANGE Products Floor T USS Connector List 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING PIOtID Length Product Plies Net Qty Manu Product Qty WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 FLOOR AND 1301 9-01-00 onCENTERO LVL 2.0E 1 3/4" x 16" 2 2 USP MSH422 8 SCREW UNLESS OTHERWISE NOTED ROOF TRUSS USP THD46 8 Rafter or Truss P h** LACEMENT '" minimum edge distance for full PLAN values (with or Splice may be in upper or �J without a plate lower plate splice) 1 DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE Y•* from top plate. ARCHITECTURAL DRAWINGS OR 11 splice Offset CONTACT THE E.O.R. FLOOR AND ROOF TRUSS PLACEMENT PLAN far full values T DI BELOWSTUD NTORUSS ECTL PLAN NAME STONEBROOK — CARIBBEAN SCALE: 1/4" = l'—O" DESIGN/DRAWN/CHECKED CS AJS LAP DATE SQWC AT TOP PLATE SPLICE 05.31.17 SCALE AS NOTED LPA No. TOLL-17-00452 CONTROL No. 3981 SHEET S1 .2 " SHEET 7 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3&4 SHEARWALL SHEATHING TO BE APPLIED. 8d O j DESIGNATES 8d COMMONS O 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and ---- BEAM OR TRUSS, SEE PLAN Associates, l n c. ANCHOR LEGEND 420 Qsceola Avenue Jax. Beach, Florida 32250 36" A307 DIAMETER FULL HEIGHT Ph. 242-0;908 Fax. 241-9557 THREADED ROD, SEE DETAIL 12/SO.1 FL:CA# 8344 SC:CA#3579 A307 DIAMETER FULL HEIGHT X5 THREADED ROD, SEE DETAIL 12/SO.1 Ott,,gai " A307 DIAMETER THREADED ® ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 12/SO.1 e ��•"4\�✓ N ,��� 0°7�'0,� a /��C A307 DIAMETER THREADED _ V : hCJ.�rj`'�) ROD TERMINATES AT FIRST FLOOR 1 No. TOP PLATE, SEE DETAIL 12/SO.1 N STA F A SIMPSON HTTS SEE DETAIL 15/S0.1 ' •� ��401 FASTEN TO BELOW N"11111111 �''On+^ �� ' "'PER DETAIL 4/SO.2 SIMPSON DTT2Z SEE DETAIL 15/SO.1 r `��- o Christopher J Sabourin PE 00 00 Op pQ SIMPSON LTT20B SEE DETAIL 15/SO.1 FL P E#714 61 (2)2x6-1/1 to (2)2x6-1/1 (2)2x6-1/2 v CS18 CS18 WALL STUD SCHEDULE �/159ONS DATE ILOCATION PLATE STUD SIZE _ I i PROVIDE MIN. HEIGHT & SPACING (2)INTERMEDIATE JACK EXTERIOR s'-1" 2x4 SPF#2 O 16" D.C. 3.1 N I j STUDS. FASTEN TOP AND MAX OJ 0* � i I EXTERIOR 10'-1 2x6 SPF#2 O 16" O.C. s[ BOTTOM w/SDWC15600. MAX 2x4 SPF#2 O 12" Q.C. LLI ^ 10'-1 TO M EXTERIOR 2x6 SPF#2 O 16" O.C.cs18 14-0 o TRUSS T32 ABOV _ - j _ _ _ INTERIOR IMAX" 2x4 SPF//2 O 16" O.C. ICS18 1 MAX" 2x4 SPF O 12" O.C. z w PROVIDE MIN. INTERIOR FIELD; ALTERATION 0 p i (2)2x6 SPF#2 I �__ (2)2x4 (2)INTERMEDIATE JACK snm Now!& CONTRACTOR SHALL CONTACT LOU (n POST. STRAP TO -- -- _ PONTIGO 6 ASSOCIATES PRIOR TO Q Of ���- SPF 2 STUDS. FASTEN TOP AND04 ,.> WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD LL W j BELOW w/ CS18 POST. \ BOTTOM w/SDWC15600. CL MODIFICATIONS WHICH MAY VARY I 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. FROM THE INTENT OF THE ORIGINAL CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION DOCUMENTS.ANY ARCHITECTURAL REQUIREMENTS. FIELD ALTERNATIONS MADE PRIOR TO N CV BEING APPROVED BY LOU PONTIGO a _ w ^ 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ASSOCIATES MAY RESULT IN ADDIT 7c�-O-T] CS18 -mirI I ( 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. �4i f CS18 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS _ TO CONCRETE SLAB w/16d MASONRY CUT NAILS O 16" Q.C. - (� I I I ' ( I i PROVIDE MIN. MINIMUM. SEE 3/SO.o FOR ADDITIONAL ANCHORS AT � c"ISHEARWALLS��[ IIS I - - -- (2)INTERMEDIATE JACK LL-- ____ STUDS. FASTEN TOP AND COMBINED USE PANEL NOTES (T�---, BOTTOM w/SDWC15600. 1. EXTERIOR WALL SHEATHING SHALL BE 00 00 CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST LL.-_.-I ---- 0 (n TOP PLATE. SEE DETAIL 1 S0.1 FOR V J� / SHEATHING SPLICE LOCATIONS FOR MULTI STORY CONDITIONS Q I t CS18 2. SEE SHEET SO.0 FOR WALL SHEATHING LLJ CS18 (2)2x6-1/2 SPECIFICATIONS. Q 3. UPPER MOST TOP PLATE SUPPORTING ROOF CS18 MEMBERS SHALL BE STRAPPED AS SHOWN IN 1 \ SEE 3/S0.1 FOR BEAM DETAIL 1/so.O W (� - -- I CONN. STRAP TO BELOW W V ` tX 4. INSTALL SOLE PLATE ANCHORS PER DETAIL N w/CS18. (TYPICAL) 3/so.o M z �� F7 _ _ __ N o -__ -- J== ---=�' f (2)CS18 I v I SHEATH CONT GENERAL NOTES �- N f s I I N F , 3: N Z o- I THRU LOW 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. 0 00 ROOF TO 1ST SEE WALL STUD SCHEDULE THIS SHEET FOR STUD Of �'�\ _ __ I M J (n SIZES AND SPACING. AT GIRDERS AND BEAMS, _- w LEVEL BOTTOM � PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER LLJ ��`� 2 2x6 SPF#2 ti. En m PLATE PLIES. 9, POST. STRAP TO I F- J 2. SEE SHEET SO.0 FOR ROOF AND FLOOR - • a F o I BELOW w/ CS18 I (2)CS18 ~ Q m z w SHEATHING SPECIFICATIONS. m Q I STRAP HEADER 1 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE < co 00 PER 7/SO.1 Q Of PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES X I L� TOGETHER PER DETAIL 6/SO.0 C144< Q _ _ _ _ _ _TRUSS T_47 ABOVE 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.o W N 2)2x6 SPF#2 PROVIDE IN. (2)INTERMEDIATE N POST. STRAP TO �, JACKSTUDS. HEADER TO I O O CO5. AT SHEARWALLS, PROVIDE DIAPHRAGM BELOW w/ CS18 JACKS / (2)MSTA24. JACKS N ATTACHMENT PER DETAIL 5/S0.1 6� E TO BELOW w/ (2)CS18. 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT iE 00 CS18 v I 6X6 SYP#2 TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 U U POST SET ON 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING BRACKET. AND HOLD DOWNS O CS18 O (2)2x6-1/1 (2)2x6-1/1 C(2)M-1/1 �0 CS18 STRAPPING DETAIL U VSHEATH CONT THRU LOW ROOF TO 1ST LEVEL BOTTOM PLATE CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. 0 WALL FRAMING w z o� NO NAILS REQUIRED SECOND FLOORIN CLEAR SPAN FLOOR TRUSSES OR JOIST. WALL FRAMING 'z'' FRAMING I � PLAN CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. SECOND FLOOR FRAMING PLANPLAN NAME STONEBROOK - CARIBBEAN SCALE: 1/4" = 1'-0" DESIGN/DRAWN/CHECKED CS AJS LAP DATE 05.31.17 SCALE AS NOTED LPA No. TOLL-17-00452 CONTROL No. 3981 SHEET S1 .3 SHEET 8 OF 9 s o Lo o Li.i o r o cD �o w CL Z cn Q 0) GO In v QpmON co m eJ� J y�o w Qvi 111111 ��W02 111111 4 pQW W Q j o N 30 0 In o c[ 510 J J Q Z to J W h Q W <-E Z In W J .1J Z � O NW Q �u V) _ (nW O0. P�1 �P� • ;H cn � \ = W w Qz -H = � �' X �� ^ r V OF O a w ''� (n z ? f- 0 2 1 w Q !! �P� �� N w W LJ ow �� m QN o � ¢ �� ¢� o o m� cc O SP ® Q x Q w O o mF- I oN W L- m (D W Q w M J J N U•) 1,�1 Q I - d O � 4j0e O ?�' SEL /��'ti� ���d� Z Z1j �� I vii a� 0zco o 0 0 ryry Q5� Q � o� �W pow D� ��o W Q m 1 U a Z w-,z OO � k Q) t r c�<Q Py��P /n\ �10d0°y V- ��p' O m Q 1 O w O W � II X Wcy L�O p F CO � � Z N�� LLJ O � 16 0 / \ �Odb ! 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PAD 3 ABOVE GRADE AR 96730 o °J� i cJn i l i i Sang-Yub Lee PE LL -------a i V UJ 72328 p _ _ _ __._.__ __ _ _____...... wl__-___ _ - o PAVERS N 1 ---------�-- 1 - -- - 4-- -, o -- W -� w '� STEt4 L o i i.. � , i �-WAT R SOFTENER LOOP N (Y o rn LU 0 all 00 W ~ o PRE--PLUMB F R i 1 '-(�11 i i 21_ 1 iI ; i p I- Ln prow 1 22 „ 2 N P 4-006 Q FUTURE AREA 22'-0" I E E' ' 22'-0° d � cn 1 U p1 w r1 cv pr) PROVIDE GAS , i -- J -_---LU nW w .L N ------- E'- -� © �"� u L�uoE♦ r' w LFUUJ IRA pT RE 1 = ii i a a 0 '-� -16" _ z a o _ SLOPE AVERS , 1 _j Q aw .o 0 0 ui �' p 1/4" FOOT i I 6" PLUMBING 1 0 o o w Ln L c CO W o a WALL N TYP, N ,�� ° E `L° I° N _ Ln t]C 1 I 0 d. Q a B �___ ------ �•----------------- ------i i J _ "-�."i 1 s ¢ V 1 1 I , o- � 11 Ij "fig J w --I t� O Q Uj 4 I 1I I , w , , 1— 'x - ' 0'-0" i i i ' I ' I "'' SLOPE SLAB n ON a 00o j II Ij `' Q N = o i FINISHEQ FLOOR U r Q9 w Zo 10 -0 , NOTES: y. 1.011 91.011 I FIN. FLOOR TO BE 1 " MIN. i i i ' 6'-2" 1 1 -8 o m ABOVE CROWN OF ROAD. i ' w0 _ i iiI n i _ 2-1 ce U Z II 1 11 ' _ N WCD LU C L U z ° PAVERS ON 1 6" PLUMBING z o 611 I P. WALL t--rtLU Uj LnSTEMWALL 6 a _ 11 w �A , A o A7.81 UJ cn A7.81 ca --i C> 10 ' n 1LU © �- 1 F X10 Q V ! ti7 L_ p I .. w (n 0 0 y� ----- r- -------a ' 1— c -- -- i 4 W vvi o = _ "_ ,' ca PROVIDE ELECTRIC L 6" PLUMBING I WALL i 1 �_ , o i '-' ' COUj � b o �, V X10 w O oo 1 0 � a- z QC a v -' -' � � C. R IS�.A► D � I I ' Uj C) , , ,. I 1 , LOPE PAVERS @ LU a F 8 PER FOOT I ; 0UJ � ocn o i aii i C `1 E f / A W Z (n V`■ E ZCn0C7 LJ p Z [V acs m w , Uj N - k � N v, i PAVERS ON w , w Q o p �� STEMWALL114 ui UJ U w ¢ I oZ = 1 i tii i Y o Uj c In " o "Q d pe C9 qC ,JJ Z p N 1 Z O QL_______----------------- _ ______________ -------LL--------- ---------------r r___J C) Ik - ---< LU U) GAS LINE TO PROVIDE GAS LINE TO � LU © z GAS COOKT I TAWLESS GAS WATER Uj tn t , � cD w HEATER O V '-0 6'-011 151_011 � p 1 ri o a 0 7'-0" 3'-0" 35'_0" 5.011 14'_011 Zz I 641.011 LUO W Q w Z (l U) � pQ UJ rB � p Ln U_ � w .. ,--, Zow � O U_ Ln C> ,C) z a C:) \ o � o � < LU UjM LU W = < Z o rO U D ►TI O PLAN z cn w SCALE: /4P1 = 1'-�" CARIBBEANui o LU NOTE: FIELD T01��ERIFY ALL GAS LINE o L LOCATIONS PRIOR TO POURING SLAB LU � aC ' Uj 6 ADD-25 PE tn ITIONAL DOTES, SCHEDULES, � [DETAILS o ca c __j a 0 o CAN FOJD CSN THE A1.N SHEET. BFR 1014.0 TO 7K M7 OF NT gWWIEDGE,THE DSM D OM ON TN I'll R INIG, PER CONTRACT. (CONTRACTOR TO DNACOMI0 wIINT�APWlC�&EMBmaN,Bl&1D1 6 CODE IN ERCT AS OF GATE OF G9CATNNi OEIgN. P Its UCT APPROVAL FOR ROOFING S 04,A.P.A. RATED SHEATHING PER t Ptd A U ERLAYMENT TO BE evOF FLO POLYWER MODIFIED BITUMEN o` COWY WM I ASTM D 1970 SEE , . ' PLAN " Gon P _N6 RED WD TRUSS, 24" O.C. INSAATM:BL:OCK R ; SIR—PLAN FOR STRAP `, AR 967 A ,_ ED 2x � Rik" ED TO., T#4LS W/ (2) ED 0 o "-11 z cn E ------ CEILING INSULATION AR 96399 © � Ovan G. Drummond, AIA v, CCI 'INJUS VENTED (SEE ENERGY CALCS.) Manuel Gonzalez, AIA SOW; WOOD LCL 1/2" RIGID GYP. BD. AR 96730 Sang-Yub Lee, PE LU T S . CQ � S ARE DBL. 2x SYP. WD. 72328 M- TOP PLATE LU o 2x SYP. #2 WD. STUDS W MIN. 7/B" STUCCO (3 @ 16" O.C., TYP. �CWS) ON r*ALV. _jc ch S ALT REFER TO WALL INSULATION o Ln ELEV. FO (SEE ENERGY CALCS.) �--- Q EIS LATH VERHAN Z LU to N a o 0 2x SYP. #2 WD. HEADER U ¢ '" > cn CO SOFFIT SPECIFICATION: -SEE SCHEDULE W L oCL © © NM BOK �VEWTING NAILED SCHEDULED WINDOW a a u. SEE FLOOR PLAN -- 0 L U o 0 n T'�` TAILS AND A TYPICAL ( ) _ = z � WINDOW ATTACHMENT o- �u COQ FIMIS I COMPLIANT W/ FBC-R U ; �, c c m u c w " 2x SYP. #2 STUD @ 16" (,� < _ � C LU � MIN. 7/$ STUCCO (3 COATS) O.C., TYP. E O c�C ac OX . S .F FI RING C� -- E: d' _ Ln O N �:: •-� P METAL LATH WALL INSULATION v ' cn (SEE ENERGY CALCS) zl^ , E IOR STRUCTURAL "'� Q � o ® 0,01-6 P �I �I T PER CONNECT WALL PER © N °- FRG DETAILS �,. (D 2x SILL PLATE FINISHED BASE MOULDING a- a WARER RESISTANT BARRIER 3/4" GYPCRETE (OPTIONAL) � 8 a � 2 BRED : PAPERTOP OF �" ) FLOOR i � � � ��� � LATHE $c 3/4 THK. T&G SUBFLOOR a ROOFING PER CONTRACT. (CONTRACTOR TO p(N. HOIUSE WRAP GLUED & NAILED TRUSS i z o w PROVIDE PRODUCT APPROVAL FOR ROOFING 04 EQUAL SYSTEM t 4c 'c SYSTEM) ON A.P.A. RATED SHEA►TKING PER > L3 PLAN SACS. 2x RLBION FASTENEDW L � M ra ALL ROOFING UNDERLAYMENT TO BE N a � . TO TRUSSES a c M SELF-ADHERING POLYMER MODIFIED BITUMEN PEO TRUN WAWR > Uj , SHEET TO COMPLY WM ASTM D1970 SEE PLAN PRE-6INERED WD TRUSS, 2411Q.C. me TTt�itt B BATT INSULA L PRe-E ERED WOOD FLOORIN&ULATION REQUIREDLU o SEE PLAN FOR STRAP T S ( FY SAI/ MUSS AT GAME (SEE L ' o w ALUM. WRAPPED 2x E TRUSS LAYOUT) E Y CALLS) WOOD FASCIA NAILED Q Q TO TRUSS TAIL^W/ (2) 1/2 RIGID GYP. BOARD LU 16d @ 24 OCL. .C. z Z `x METAL DRIP F ' '` �� 1/2" GYPSUM LUUj a- --- CEILING INSULATION WALLBOARD ON STUDS LU �- EDGE _ _ D&L. 2x SYP. WD. TOP PLATE u� c� ----- - W/ FALL INSULATION F 4i in CONTINUOUS VENTED (SEE ENGY CACS.) z c� SOFFIT; WOAD LEVEL 1/2" RI GYP. BD. ( EI' GY CALLS) UF WIII,� RETURNS WHEN1�NSTUCCO SOFFITS DBL. 2x gip. WD. Al REQ 1 C-R REQUIRED TOP PLAN HEADER SEE FRAMING ca PLAN FOR SIZE AND DEPTH z LU w II 2x SYP. # WD. STUDS - © � W MIN. 7/8 STUCCO (3 @ 16 Q. ,, TYP. L„ w COATS) ON GALV. REFER TO WALL INSULATION � I J ce- SELF FURRING FELT �c m ELEV. FO (SEE EN Y CALCS.) 'D c� z BACKED METAL LATH �HAN � � vi o ? 2x SYP. #2 WD. HEADER i yea C U = STUCCO SOFFIT SPECIFICATION:' LU c� all cn PAPER BACK LATHE Wi i Uj offi 9 `'r' CONTINUOUS VENTING NAILED SCHEDU#yED WINDOW SCHEDULED WINDOW TO TRAJSS TAILS AND A TYPICAL m o STUCCO FINISH (SEE FLOOR PLAN) (SEE FLOOR PLAN) n > ' EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD ON BE FLUSH WITH THE EDGE STUDS W/ FALL INSULATION BE LUSS WITH T44E EDGE STUDS W/ WALL INSULATION Q OF THE FOUNDATION, 1/4" (SEE ENOGY, CALCS) OF POUINDAii i 1/4" (SEE ENERGY CALLS) (n GAP BETWEEN FOUNDATION Gam" ATION z AND SHEATHING A S 0 2x SYP. #2 WD. STUDS 2x SYP. #2 WD. STUDS z APPLY A LIGHT COAT OF @ 16" O.C., TYP. AiY A LIGHT COAT OF @ 16" O.C., TYP. 0 0 4 0 CEMENTITIQUS COATING TO C T TIOUS COATING TO -- U o FILL VOIDS& HONEYCOMBS 2x P.T. SILL PLATE VOWS & H( YCOMBS 2x P.T. SILL PLATE "' WATER RESISTANT BARRIER WARIER RESISTANT BARRIER 2 LAYERS REQUIRED): PAPER CONNECT WALL TO FOUNDATION (2 4A� REQUIRED : PAPER CONNECT WALL TO FOUNDATION < w w o BACKED METAL LATHE & PER F [DETAILS METAL LA�1"HE & PER FRAMING DETAILS En Q � QM; L: POLYETHYLENE HOUSE WRAP PE*E b JSE WRAP cn QR APPROVED E SYSTEM PROVIDE CONT. METAL TERMITE PROVIDE CONT. METAL TERMITE �- (W L SYSTEM Q_ ,� o SHIELD UNUR SILL PLATE SHIELD UNDER SILL PLATE J WEEP SCREED Uj ;cc FINISHED.BASE MOUL +IG WNP SCREED FINISHED BASE MOULDING CL C a c" Ak MAIN FLOOR jkMAJN FLOOR ELEV 0'-,0 z 4 z 4Go U_ Ljj a Q LU z w40 14 ( =� 4 CONC SLAB W/ — 4 f= 4" CONC SLAB W/ C+n w 1 =` VAPOR URRIER I _ 0 � VAPOR BARRIER Cl p z SEE FOUNDATION CIDSEE FOUNDATION PLAN FOR SIZE AND ; � ,,, PLAN FOR SIZE AND ' M m TYPE OF{ TIN TYPE OF FOOTING 9 iE EXTERIOR WAL.� ; UJ Uj U W � S . �- � .,l cn W _ i tl II _ —011 a SL.E: 3/4" - 1 -0 t7 SCALE: 3/4 - 1SERIAL NEER 1014.1 TO THE SM Of W PAMP(A DEPLIM �- Dx M CWM WwmH nE Awuc�e mpo uM eu=G CME Dr9WASDFDATE DfaRAFIf ONeaft May 25,'2017 to N 06 � OF FLO ' GJ` srro Q O4ED E WOvan G. Drummond, AIA En AR 96399 z ap Manuel Gonzalez, AIA CD AR 96730 O ABBREVIATION LIST GRAPKCS LEGEND SQUAREF TA T '"�'' DRAWINGS Sang-Yub Lee, PE LU ~ LIST 1 72328 aye W Lu m Abbrev. Description brev. Description Abbrev. Description _ # ARIBBEAN ELEVATION W . - DffAIL# AREA CALCULATIONS S.F.SE w # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD --- �G # ___ DRAWING# C1 COVER SHEET- Index of Drawings _j o 0 z o & AND FRT. FRONT PWD. POWDER FIRST FLOOR 1, 4.g �, `f' GN1 GENERAL NOTES o Co EQUAL FT. FEET PLW. PLYWOOD BUILDING SECTION DETAIL ULL-OUT F U N DATI N P �I z `� cn � N � J cc @ AT FTG. FOOTING - - DETAIL# �� DETAIL# SECOND FLOOR 1,245 U < �„ A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER - A1.81 FOUNDATION PLAN W .-� o --- --- D # / --- '# TOTAL LIVINGA1.N FOUNt�AATION PLAN, NOTES, SCHEDULES, & DETAILS U U .F N � E o ABV. ABOVE RA RETURN AIR . FT. _j a 0 EA �, • � o M o ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS CEILING HEIGHT CHANGE FL OR PLAN Z ` - — a a Cc, A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR _ = z a , s LU COVERED ENTRY 100 A2.81 FIRST FLOOR PLAN � ¢ 'aa c o A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING CENTER LINE SPANISH TILE U LU � L c , <c A3.81 SECOND FLOOR PLAN ur cn GROUND FAULT COVERED LANAI (� 0 0 � '� T = oc AHU AIR HANDLING UNIT GFI RM. ROOM 292 A3.N FLOOR PLAN NOTES SCHEDULES & DETAILS w R z INTERRUPTER ELEVATION MARKER ® SHAKE SIDING � �' E p 0 ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING GARAGE 439 Q = E w ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRED Aw SLAB RECESS SIDING EXTERIOR ELEVA IClN, CL < v a o R & SH ROD & SHELF _ COVERED BALCONY 100 A5.81 FRONT&SIDE ELEVATIONS _j %0 0 Q J B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL FRAME BEARING WALL BRICK ""� Q TOTAL A� AS.2.81 EXTERIOR ELEV TIO ODETAILSOF SLOPE PLAN rn 0- BD. BOARD HB HOSE BIBB INTERIOR WALL L 3,1 ,.5 . FT. °' S2 - o B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF/ SQ. FT. SQUARE FEET n (NDN-BEARD) STUCCO FINISH a w BOTT. BOTTOM TE T. / HT. HEIGHT SGL SINGLE BU LD N E I N 0 m BR. BRICK MORIZ. HORIZONTAL SHT. SHEET CMU MASONRY WALL EARTH A7.81 BUILDING SECTIONS .. a o BKFST. BREAKFAST SH. SHELF ��] GABLE END MALL INSULATION D' ER LAYOUT 0 0 INSUL INSULATION SHWR. SHOWER M1.81 FIRST FLOOR DIFFUSER LAYOUT ` Q ` 2.81 SECOND FLOOR DIFUSSER LAYOUT z w CALC. CALCULATIONS INT. INTERIOR SL. SLIDER EMMFRAMED KNEEWALL � - DECORATIVE STONE W , Lj it C.J. CONTROL JOINT I.L.O.LOIN LIEU OF SPECS SPECIFICATIONS DROPPED SOFFIT PRE-CAST LINTEL/ HEADER Q z z o (D :> CL CENTER LINE S.P.F. SPRUCE PINE FIR r CLG CEILING KS KNEE SPACE -SPRG. PT. SPRING POINT p LE R AL LAYOUT P-4 LU w - ' " CRITERIA X1.81 FIRST FLOOR ELECTRICAL LAYOUT u� CMU CONCRETE MASONRY UNIT STD. STANDARD E2.81 SECOND FLOOR ELECTRICAL LAYOUT O � ;2C.O. CLEAN OUT L LONG STL. STEEL �� i W � Ca COL. COLUMN LAV LAVATORY STOR. STORAGE TWO STORY: FIR T FLOOR - FRAME SINGLE FAMILY RESIDENCE: GROUP R3 ARD N TDMI-05-- =j = a COMP. COMPRESSOR LDRY LAUNDRY = 0 SEC FLOOR - FRAME BUILDING TYPE: V - B �3 STANDARD NOTES & DETAILS i-- w CONC. CONCRETE LIN LINEN T TOP wfCG D7 STANDARD NOTES & DETAILS � � , � � LU o d © CONT. CONTINUOUS LT LAUNDRY TUB TEMP. TEMPNGUE &GROOVE RISK CATEGORY: II D8 STANDARD NOTES & DETAILS - 0 g ' 0 z vERED 1— b j aC W �O E6 O b DB. DOOR BELL M.B. MASTER BATH THK. THICK N BASED 0 FLORIDA BUILDING CODE WIND DESIGN BASED ON: ASCE 7-10 =.: z ' OD , m i--e a o DBL. DOUBLE MAX MAXIMUM T.O. TOP of EDITION (20 4) OL E ENATION ABBREVIATIONS U `, o f W m DR. & SH. DOUBLE ROD & SHELF M.C. MEDICINE CABINET T.O.B.B. TOP OF BOND BEAM Ube W ' XC. STH EDITI (2014) RESIDENTIAL ULTIMATE DESIGN WIND SPED = 130 MPH A13BR. FULL NAME ELEV. CODE _ ' ` ZLU `_ DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD - c� o DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM F.B.C. 5TH EDITI N (2014) MECHANICAL "INAL DESIGN WILD SPEC = 101 MPH MAN. MANOR 03 U , , z ~ z DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL ; WIL� WILLIAMSBURG 07 z � F.Q.C. 5TH EDaITI N 2014 PLUI3II�G EXPOSURE:m DIM. DIMENSION MIRK. MIRROR ( ) B —PRO. PROVINCIAL 08 W DN DOWN MLDG. MOLDING UC UNDER COUNTER LU ¢ o o v,CHA. CHATEAU 09 I o � �.. ♦.1$/-.18 VIE N M x o W UNLESS NOTED C RVA BION PRESSURE COEF.: VERSAILLES 10 U L � En w kn DR. DOOR M.P.H. MILES PER HOUR U.N.O. Q o cn w OTHERWISE CLA. CLASSIC 18 �'+ DS. DOWNSPOUT MT METAL THRESHOLD F. . STH EOITI N 2014 FUEL GAS ^' Ln ( ) FOR WINDOWS/DOORS, SEE FLOOR X ICED. MEDITERRANEAN 19 ao D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER . C. 5TH EDITI N (2014) ACCESSIBILITY PLAN FOR ACTUAL PRESSURES: TRADITIONAL 20 o o � DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICALELEIC 2011 NFRA 7 U. COL fi'RY MANOR 21 f a w DWG. DRAWING V.T.R. VENT THROUGH ROOF 0 FEMA RULES & REGULATIONS R. -HERITAGE 22 >~ L CAIN. CIMARON 2g © � O.A. OVERALL N.F.-P.A. 1012014 ASCE 7-10: MINIMUM DESIGN LOADS - � � G cn v z E EGRESS O.C. ON CENTER W WIDE # MSN. Wi SSION 30 O THIS D RAKING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED FT. CRAFTSMAN 31 LU � z , E.E. EACH END O.H. OVERHEAD W/ WITH mz E.W. EACH WAY OPT. OPTION(AL) W.C. WATER CLOSET A D SEALED OR #J444f CURRENT CODE IS VALID CL. SPANW COLONIAL 32 EL. ELEVATION OPNG. OPENING WD. WOOD :a OR. NRDEAUX 33 ,--1 z ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW t: IN. O• UGHAM 39Uj ch •,.� a ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET REMUSSANCE 40 Q 01� z ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI IE• VIENNA 41 W Q�' ' POUNDS PSR S UARE u z EQUIP EQUIPMENT P S.F. FOOT Q W.W.M. WELDED WIRE MESH . CALAIS 46 o © EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC TTV. ITALIAN VILLA 58 © FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER BC. PALM BEACH 80 B. CARIBBEAN 81 U") � FLP. FLOOR P.R. POWDER ROOM T � a Z: FND. FOUNDATION P.T. PRESSURE TREATED COASTAL 82 cn 11' cOc 3z z Ln I Q ^ c� Q l �n wQ � �J' � w � Z OD : z w uu O APBui1 ed By Permit Desk rtLU City W r Q w APPraved BY mit Desk (n uj L; Building Depar"Ont O z City of Atid'Aic beach,F4 Q , .� LL, `W wW © � Ce � wmw ~ � © JLIJ <t8QO ?0 U ~ r�_ERIAL NUMBER 1014.0 TO THE BEST OF W MOMM THE DESIGN DERSOMOM n DRAWW COMM WITH THE AM'IICABLE=m" BIALDBI6 ODDEIMERCTASOFDATE OFCBOffI mBEIOW.' o GENERAL DOTES DOORS&WINDOWS PLUMBING NOTES U 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHESWIDTH,24 INCHES IN RESIDENTIAL AND SEQUENCE TO IN RE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS HEIGHT&5.7 SQ. FT.. IN AREA.THE BOTTOM OF THE OPENING SHALL NOT Of MORE THAN 44"OFF THE ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26"ABOVE CSF F'1. DURING ERECTION. T1*S INCLUDES B T IS NOT LIMITED TO THE ADDITION OF FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54"A.F.F. a WINDOWS GREATER THAN 72"ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GRADE. WHATEVER TEMPORARY BRACIIG,GUYS OR TIE-DOWNS MAY BE NECESSARY. GREATER THAN 24"OR PROVIDE AN APPROVED FALL PREVENTION DEVICE INR R616.2. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, o ` THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. xA ' WINDOWS INDICATED WITH (E) OR(EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. SHOWER HEAD ' CODE W/RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE T-4" '� i ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS,ALL GLAZING AT TUB AND HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6'-10" � 0 � SHOWER ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LANDINGS OR TREADS SHALL BE 1 ' TEMPEREDfl SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREL I S PER 2014 C 2411.1.2 GENERAL NOTES tC; M w STRUCTURAL DESIGN CR 'MIA ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. ASO 0-4 O LIVE LOADS: ROOF 20 PSF (REDUCIBLE) SOLID WOOD DOORS NOT LESS THAN 13/e INCHES (35 MM) IN THICKNESS,SOLID OR HONEYCOMB CORE Z 0 RESIDENWW FLOOR, U LESS OTHERWISE INDICATED 40 PSF STEL DOORS NOT LESS THAN 1 INCHES(35 MM)THICK, OR 20 MINUTE FIRE-RATED DOORS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.THE ARCHITECT SHALL BE 40 PSF NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. c~n BALC DSS WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING,TO FIT WINDOWaOR DOOR SIZES, PRESSURE Ovan G. Drummond, AIA Z cu STAIRS 40 PSF TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA.x 3 1/2"TAPCON SCREWS, 6" DRAWINGS SHALL NOT BE SCALED. AR 96399 O ATTIC WITHOUT STO E 10 PSF FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL 5E NAILED TO PII R STUD W/ cwn w O ATTIC STORAGE 20 PSF (2)ROWS OF 10d NAILS AT 10"C/C. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. Manuel Gonzalez, AIA AR 96730 = Q` cc 30 PSF HAJIFT ATTICS (SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS AS REQUIRED). p Z J SLEEPING 30 PSF WIND BORNE DEBRIS REGION Sang-Yub Lee, PE J 0 3000 PSI E��OR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE 72328 CONCRETE CONCRETE UNLESS OT RWISE INDICATED SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE Uj a p STRENGTH OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE Uj Uj Q @ 28 DAYS M MUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETIAIN THE o rn LU AROVED NOA AND THE CONSTRUCTION DOCUMENTS THE MOST RESTRICTIVE REQU NT SHALL ,,,, O rn Ca REINFORCING: WELDED WIRE FABRIC S ALL CONFORM TO ASTM A185 ' j p PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. ...., rq 00 p r 1 ALL REINI FCING BARS ASTM A615-60 60,000 PSI p E- LA p p w ALL ST1 S ARID TIES ASTM A615-60 60,000 PSI GYPSUM WALLBOARD .C 06 z POLY 1.ENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF " M M Z w PROVIDE 1/2 NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8 TYPE X GYP. BOARD ON ALL t 1 < � tj N FIBERS PER CUBIC YARD V p � c� " " GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SMALL BE PIRATED FROM THE � � rn ,� Uj CONCRETE ASTM C . 01, STANDAR WEIGHT UNITS,fm=1500 PSI MORTAR TYPES 1800 PSI RESIDENCE AND ITS ATTIC AAJA BY NO LESS THAN 1/2"GYP. BOARD APPLIED TO GARAGE SIDE. cr > 00 p � O O UNITS: CONC GR I CONTINUOUS MASONRY INSPECTION IS REQUIRED W U � 0 M �n oD Uj w O HARDIE BACKER TO BE'USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8 ABOVE FINISHED FLOOR. I- u- V p STRUCTURAL ALL STWJCTURAL AND M SCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD — '`� U STEEL: AWS: E7QXX ELECT DES ALL MOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY = _ "' r- O SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2N INCH GYPSUM BOARD. t 1 °- ¢ a 0 O A a 3: WOOD BEAMS, JOIST PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) V J 'v o co '- o� w FRAMING: R PLNAIOAD -C/C-D, EXTERIOR, or OSB �/ a 0 to = U cn Q J L L �1 Uj 4 FL R . _ TW G: T A-C GROUP 1 ALBA RATED (48/24) GLASS BLOCK E p o0 °C cK z : PL , OOD C-C/C-D, EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S- 1800 psi AT 20 DAYS Q E d' `z � c= A Fb = 900 PSI (2.OE) EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. _ � o N Z z LAM 2.0E U.N.O. GIBS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. J �, U o Uj J oWOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: BUILDING IDENTIFICATION /� p N a p O TRUSSES: TOP C LNPF LOAD: 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH V Z J TOP CHOW D&W LOAD 10 PSF 20 PSF POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE = O PROPERTY. SAID NUMBERS SHALL BE A MINIMUM OF 4"TALL AND 1/2"THICK AND CONTRAST WITH B0TT0M,0i=DEAD L AD: 10 PSF y- w TOTAL: 40 PSF 50 B+ CKGRQUND. a w STUCCO O a WIND ULi , T SISTA E: 10 PSF 10 PSF ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCO LU cn SEE DRALGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL. W U Z UPLIFT AS MR SPECIFIC CODES, DEDUCTWG A MAXIMUM OF 5 P.S.F. DEAD PLYWOOD PANELS. o © ccl- 1.010, WNOT EXCEE< NG ACTUAL Low. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. ; a WOOD FLOOR DESIGN LOADS: OUTDOOR KITCHENSLU Lj w TRUSSES: DEAD LOW: 20 PSF � Z °D LI1AE t.0 40 PSF ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. , ; CMULIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE LU p Z TOTAL: 60 PSF �' s ra sz FBC USIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR LU GRILLS OR COOKTOPS. z w FOUNDATION/SITE ARATION: ANCHORAGE METAL AND WIRE LATH: m 0 J 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. , , J 1. FOOTINGS WERE DESIGNED FOR AN ALLO NABLE SOIL BEARING PRESSURE OF 2,500 PSF, O `t 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL LU F- W FOOTING EXCAVATIONS AND SLAB SUL3G DE SHALL BE COMPACTED TO A DRY DENSITY BE PLACED NOT MORE THAN 6 INCHES APART,AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BELU C> 0 OF AT LEAST 98%OF THE MODIF-D PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. k v p ACCORDANCE WITH ASTM D-1557.TREAT kLL SOIL FOR TERMITE PROTECTION. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENTZ Q Q Q w 15 OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST % INCH AND 7 Z ` p 2.THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE �' Z O oC TO VERIFY SUCCESSFUL COMPLETION OF S TE PREPARATION EFFORTS. LOCATIONS ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. 21LU a O FAILING TO MEET THE GFsI f ECHNsTCAI E NEER'S REQUIREMENTS SHALL BE R€COMPACTED 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1Y2" INCHES LONG HAVING A HEAD NOT LESS THAN - - w O AND RETESTED AT THE CANTRACTOR'S EX ENSE,AND AS DUCTED BY THE ENGINEER. INCH IN DIAMETER. 27- U)p Q 3.WRITTEN CERTIFICATION 711HAT T+1E MINIM JM DESIGN G CAPACITY,AND THAT THE MIRRORS Uj E COMPACTION REQLWEM11W HAWE BEEN I IET SHALL BE MASE BY THE GEOTECH. ENGINEER. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. as J H.V.A.C. NOTES w Q p p THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: z '. o LLJ TERMITE SPE.CIFICOON: MECHANICAL,RESIDENTIAL,AND ENERGY CONSERVATION O cn = SECTION R318 PROTECTION AGAINST TERMITES MOUNT ALL THERMOSTATS AT+4'-0"ABOVE FLOOR. GC € W cV LU Z E- TERMITE PROTEC 1ON ALL L PROVI ED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED ALL INTERIOR&EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE Q PESTICIDES, BAITL!Mta ,AND CIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODAS.THE H.V.A.C. aC OF TERMITE PROTJICTIMED FOR SE A PREYENTWE TREATMENT TO NEW CONSTRUCTION (SEE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. U °C z SECTION 202 R IITIC UPON COMPLETION OF THE APPLICATION OF THE TERMITE z © O PROTECTIVE fREA. ,, A CWTIFICA OF CO Sk-ALL BE ISSUED TO THE BUILDING ELECTRICAL NOTES ' w = DEPARTMENT'BY TNAE =PEST C NTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE DWGS. ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. �+ U cn "THE RUILDING H A CONPL E TREA T FOR TI4E PREVENTION OF SULITERRANEAN ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR p cn TERMITES.IREAT1 t` III ACCORDA WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. LU Z DEPARTMENT OF AND COO MER �� - =3Z = 0 w O ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL IM = w NOTE: ELECTRICAL. CODE&ALL CODES, REGULATIONS&RESTRICTIONS HAVING JURISDICTIONS. CO p 1) METHOD OF TREATA�4ENT SHALL APPROVED BY THE GOVERNING JURISDICTION "LIQQUID BORATE GROUND-FAULT CIRCUIT PROTECTION' ALL 120V SINGLE PHASE 15&20 AMP OUTLETS INSTALLED z OR BORA-CARE"DUCT MET DS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT ' p w O OUTDOORS IN BATHROOMS &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. v APPROVAL D*TA BE ON WITH THE BUILDING DEPARTMENT.cn ' Zp 2) PRESSURE TillEATIP LULMLItwER THA HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE)TO Uj Q NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BEC NNECTED TO POR'III�NS OF A D TO BE FIELD 1�AEAT TO PREVENT INSECT INFESTATION. THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE LLA cc w DETECTORS SHALL BE PROVIDED W/VISIBLE"POWER ON INDICATOR"AND A TEST BUTTON WITH E p = z OPTIONAL TE APPLIEDTO ALL FRAME ML'sIRS WITHIN 24 A.F.F. Q LU c:) BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. .� Q z ALL ELECTRICAL SWITCHES SHALL BE 48"A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" O nw w FROM EDGE OF OPENINGS. p ALL WALL RECEPTACLES SHALL BE 12"A.F.F. UNLESS OTHERWISE NOTED. w ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 4u F CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND Zw�, w SHALL LOCATE METER AND PANEL AS REQUIRED. Q cn Uj VERIFY ALL CONDUCTORS AND BREAKERS W/EQUIPMENT MANUFACTURER SPECIFICATIONS. F5 u- g B zALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. O IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN SUNROOM, Zp a BEDROOM, RECREATION ROOM BATHROOM, GARAGE, BASEMENT LAUNDRY AND OUTDObR AREA ALL t125-VOLT, 15-AND 20-AMPELI RECEPTACLES SNARL BE LISTED PAMPER RESISTANT RKIPTACE6. pLb > THERE ARE NO EXCEPTIONS. r. LU Uj W , LU i p w Uj w uiF� vo 0 ?o (Dz Z Uj c "' moo = 'LLJ LUw CIO IU Uj LULU LU �- } __j __j SERIAL NUMBER 1014.1 . TO 71dE BEST OF W MMM9,M0 0 iD aW ON M F OiU N DAT I O ISI DOTES DMMDAO COO I]ES MliN 7ME 1,020AB7 'nom sim.11�i CODE Br EFFH7 AS OF 0.4E of CERnFtgTiOx BEIAW. May 25,2017 O SEE GENERAL NOTES FOR CAST IN PLACE 1' CONCRETE AND REINFORCING REQUIREMENTS CONSULT W/.Q 2' POURING OR RECESSING IE SINGDOOR SNPRIOR TO LLSA ? � a- 3 EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE `' Q 4. PROVIDE 8"X 11/2" RECESS AT SLAB ; PERIMETER (TYP., U.N.O.) q 967 ALL FOOTINGS SHALL BE MINIMUM OF 12" 5' BELOW GRADE s` 0 o INDICATES FILLED CELL w/ 3000PSI ED ,ROS z o CONC. FROM FTG. TO BEAM w/ (1)#5 z� [ REBAR TYP. ABOVE SLAB HOOK FTG. Ovan G. Drummond, AIA Uj 0 '..4 DOWELS 5" MIN. EMBED w/ 25" EXT. AR 96399 LU ABOVE SLAB. (6'-0" O-C. MAX UNO) ManuelAR 9673e , AIA oc z 8"x12" 45 DEGREE CONCRETE BLOCK sang-Yub Lee, PE FILLED CELL w/ (1)#S 'BERTICAL DOWEL 72328 ui p 0 12 x12, CONCRETE BLOCK FILLED CELL W W LU = w/ (2)#5 VERTICAL DOWELS �/ o ON co p° [ 8"x12 CONCRETE BLOCK FILLED CELL w/ `� �' °1 .J (2)#5 VERTICAL DOWELS D ® � Ln p 8"x8"x8" 45 DEGREE CONCRETE BLOCK � Z < - a FILLED CELL w/ (2)#5 VERTICAL DOWELS U ' pia � `� � rn � � ow o INDICATES DOOR OPENING W o •> N g o p © — ¢ Q � u_ MZ — cu a p U w cn i C00m cc W Q LL O Q _j E i GCWp , � 0 � <C _ p N y�j �" z J U Hmi WLU TR c7%p d N o- W © J 0 Z Q (D ce pOH CD J c1 00 W z (� Q � LU w LU oLLJ CA Lu f cc, a I S%0100 OJ � ' Q (/'� O OO p = LU ' O z ui CA pQ (� Z c W ca cc �W � U O W - ? '—' � m Ex] o oc CL U ; `!r o aT+ j , LLJ Winp = OLU U FE cl in U ZcO cU >- co = � j N w Q U p ` W I LL z p W o cn -`U� w FRONT WALL OF GJ4&&GEjE W PROVIDE 11/2 D x 5 W °uZ RECESS G z o o W.W.M. PLACED IN UPPER �-- ui 0 1/3 OF SLAB OR KBERMESH ,c;[ PROVIDE 4 1/2" D x t" W RECESS REINF. PER PLAN j U p SLAB RECESS 1 1/ " z IN SLAB , En L o I/ " 1/8" (MIN.) SAWCUT x 1/4 OF F- uv, BRICK PAVERS W SLA THICKNESS SEE O m z FTS GAR. LU � FOUDATION PLAN FOR LOCATION r-•I o GARAGE T-4 p4c � DOOR O { z z _� ,! _ _ SLAB a W rui Q ¢ =CIAQ C RECESS _ _ ice X W o WALL PER 5ii oLU = W _ICC 4. CIC; PLAN W o ul _ W o W '� �� �� SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 Ln LU TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, � 06z W A CO�IC 'E ALLOWS WITHOUT2AVELING � w LU O cn z U_ Ln J z o PLAN VIEW �--� a. • cnp z o (n � 2SECTION GAR. DOOR 1 SAW CUT DETAIL U zz o � � SCALE: 3/ T 1'-011 A►1.�1 SCALE: 3/8" = 11_011 #t!) Uja � W H � p O a WUj Z zZ � O L�n LU W ca �- ui p LU LLJ � o LdU (!) 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HAND 16 i ____________________ , U 00 ------ z _ c:l COL. WID H RAIL 36" OAK_ i = ao o Q o - .-� ABV. SING ----- - �o - N = , { C c�G o 0 W 4 1 TA�S :% ::; S I Q LAG O ------- 's - 1 N N L 1 11 1 11 1 n 1 n dam- V p j I i --- -- -------- - 19-6 - - 4 -9 2 -8 3 -5 19-000 , Z COVERED ___ __ 36" HIGH GARDRAIL / - 6" ce- I z i LANAI '"' BALAUSTRADES SPA TO --- -- FOYER b �""� ` ;: .�LU A 101.0,1 CLG. MT A 4" SPHERE --- -- 1 '-0" CLG.-' 1 a 00-0 A7.81 o .. � , UP MT _ m Q > ; Qo © 71_1,1 71_011 �,;, 511511 3'-5" 11-01'r 6,_0,1 1,_0,1 31-1 COVERED f O Uj 0 0 M X11 A3.N ENTRY I :: 101% -011 CLG. - ; f 0 Z ce LU ci o a � � o -2X6 WALL, Zrk TOP @ 34A 1 2" ROUGH - - --- — _ m _ / I FLA S FFIT TYP. BO (, ca[] o © `n N @ 9'-0"�kF.F. U.N.O. o C:) C� :.. Zo t;OC ,--1 N GC I j�---- ---------- �' I'�—�_--- u - i If< o- g I �. -__ �: 111 1 8 DIA. DSO. COL. 0 ,,, o w , t F-----1 I„ REF. En LU I o - O t 1 in SPACE i (TYP. OF 2 . 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U) U_ 8 0 0SERIAL NUMBER 1014.0 RI THE BEST OF W KN MB)GE.116 DESIGN DMCTON DRAWING COMM WITH THE AFFUCABCE MOM M WI DW CODE IN ERECT AS OF DATE OF CEATDWTNN►Sa a. May 25,2017 V 0 �o A7,81 $' s� I Og ' ` R 967 FF 57'-011 z w .yam_ Q C) 3►-011 '-01 'S4 ` D Q ,r, ► 11 ► ►► . Z 3►-2►► 24-5 3 -8 5i-6►► Ovan G. Drummond, AIA C:) ' AR 96399 LU cG 0 I Manuel Gonzalez, AIA BATH 2 I I I AR 96730 o J C 9'-0" CLG. Sang-Yub Lee, PE U_ O © O I O 72328 Q h- LU :i ;:{:i;:>r ::iii:ilii•::;;:?:{i:{.°::i:i::iilii i?:.fi;::::::i::i?:::. ii;:ii:it:i.::if?;it:::iia:=6::ti::saii{:a=:;:i{;:i:::::i?i.;:::?;:};::::?}:;%::::<:}l,::i::'i QW ..:.:.:.:.:.:..: ............. a Z O� wQ :. p > = z - - - - - ' o w w-I p C. LU BEDROOM 2 LG If ►_9►► D p GLf0o 1 _629-0" CJG. _5O , a H- 14 31.811 4 51_ BO Q Ln U) Q 0 41-41'11 i BONU ROC ULn cn LU I k 3 91-011 CLG. l.j.� 0 > p °'- O 14 = o p - �l SH :.;:;; d w N O rB ...... W c `. PROVIDE NDRIP -- R & SH LINEN ... ....:_ ..... . 0 i � � i _j u_ = m Q�u s b 14'-10° 16►�2►, 22►% _0►► 6►►- - = a ¢ a 0 o -G ::: � 3 PER U z oco 4 " HIGH OPEN -' on _C o o i L m U ECL O 4 �;, A7.81 STAN RAILING Fin o ¢ -'' °' E W = RNSE URS O — - - - --- -_ O N —' vs E � o FLAT HEADER _ _ = 0 N 10 W 2._6 \\ ►_ ,►o -10" , I I I I I I TOP AT 8�_4►► ..1 �- v r; A.F.F. J o E ,_ L.T. I ao � I I I IDN Q o ON -10 - rn---- Y M I I I I I I N 0- ---I -- _ z � 0 N . — _ n r 4 RAISED � � �r � _OAK _ � .;:.. a. u., .;.: . . CURS TER ; ; _ RAI 42" HIGH OPEN u adm 4. _ 4 WU o , , STAIR RAILINGQMAST R --- -- LOFT = _ :. QO :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..::.:. N O z c = F- - - - - - - - - .. .... - - , 9 0 CLG . - — LU ro- a 14 I.C. j` cd --- -- PROVIDE GRAS �► I 3►_8►� , ►_6►► Q Q I} CLG. 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N coLU i HIGH RAILING W/ _ I, Q . cn I I I I P T I z PICKETS SPACED 0 � � I I I � O QCT A 4" MERE 31411 12'-2" 16'-311 O mQ 21► '—� Q O 31_011 3[1_011 41_211 811 v .7 Z381_011 I 51_011 141_01► JQ 01 sv ` 0 571.011 Tn oc 05 Q cel w 11 - � LU U_ L 0 zQ Uj FLOOR PLAN ce o SECOf4u I o- Uj Q sc4f: 1/4►► w ►„p►► CARIBBEAN I cri O w Uj LU 0 ADDITIONAL DOTES, SCHEDULES, & [DETAILS o LU Uj Co Uj CAN BE FOUND ON THE AM SHEET. a v o o SERIAL. NUMBER 1014.0 - TO THE BEST OF W MOWLEDGE,THE OEM I)STIM ON TILLS - - ORAW[HG GNIPLffS W[iH THE APPLId1BIP MLOMINI BUIt0AY6 D. --DOOR L DoE Iw Ecr May 25,2017 DWR a�nFsgTrox eeaw 0 V�DOOR x OUT v (RE SIZE REMARKS FL O .© THERMA-TRU 011SUILATED 31-0"x8'-0" W/(2) 12" SIDELITES /TEMPERED e 0 1 ENTRY DOOR UPGRADED °�' 2 O.H. METAL CA019AGIE DOOR 16'-0"x8'-0" DESIGNER 3 HOLLOW COBE DW 11-6"x6'-8" . R 967 ,'t ti 1 ^r 4 HOLLOW C011111110w 21-4"x6'-8" 0 5 HOLLOW C0119 2'-8"x6'-8" p � 0 6 FRENCH DOOR 2'-81Ix8'-0" EXTERIOR/TEMPERED Z CUR 12 II � �� Ovan G. Drummond, AIA w 7 FRENCH DOOR (2) 2 '_0 EXTERIOR/ TEMPERED AR 96399 8 FOLLOW C0 D0 2-8"x8 -0 Manuel Gonzalez, AIAAR 96730 Sang-Yub Lee, PE 0 J 9 FRENCH DOOK 3'-0"x6'-8" EXTERIOR/ TEMPERED 72328 W 0 M 10 HOLLOW COBI-PASS DOOR 5'-0" " x6'-8 a- W Jw 11 ]DOOR 2'-8"x8'-0" SOLID WOOD NOT LESS THAN 13/8" THICK W/ 0� o W jE ca SELF-CLOSING HAR DIARE/OR 20 MINUTE FIRE RASED Uj p 0 0 12 NOT USED z ¢ d z W 0 O 13 HOLLOW CORE DOOR 2'-4"x8'-0" U "' w rn 14 HOLLOW COP* DOOR 2'-6"x6'-8" W o � �' N y� E w 15 HOLLOW COR 3I-PASS DOOR 4'-0"x8'-0" �- <t ►� J 'a- 0 16 HOLLOW C0F*,POCKET DOOR 2'-8"x8'-0" _ 0. ¢ a o 0 0 3:: U a� -vq L LU p cc uu w >� cpm W o a �- WINDOY W SCHEDULE E U � `� o E 1- q6 9 oc a. z ----WINDO 0U' Q - E �r ¢ �I D L o J CL N TY- PIE R.O. REMARKS v a FU SIZE J -� %D 0 0 0 A SINGLE HUNG 3W 361/2 x 72 1/2" VINYL/ LOW E/ EGRESS Q © N a z , B SINGLE HUNG 302 241/211 x 50 1/2" VINYL/ LOW E /TEMPERED 110111111111 C SINGLE HUNG 3052 36 1/2" x 62 1/2" VINYL/ LOW E/ EGRESS D SINGLE HUNG 3fI4U 401/211 x 72 1/2" VINYL LOUT E EGRESS LU oc o E FIXED GLASS 41052 481/2 x 621/2 VINYL/ LOW E /TEMPERED 0 0 F SINGLE HUNG 3452 40 1/2" x 62 1/2" VINYL/ LOW E / EGRESS W ; Q c c LULU ' INSULATION SCHEDULEUj Uj UJ 40CA , ON TYPE R-VALUE U.N.O W o ; CERJJdG 0 LIVING AREA FIBERGLASS 38 I � EXTERIOR IIID. FRAME WALLS FIBERGLASS 19 i O p = FIBERGLASS 11 (,� � Q , LU LU Q ur .LS TO LIKING AREA 2: LL_ Uj C7 Q oma ` z Gc w ICS ca *__4C). ao Q SEccW 0 °� a '� � OC) IP3 LU UJ ! a8" ROUND DECO, COL. W/ W ago , w SQUARE &CAP BASE (TYP. OF 2) N .� 9 w J Q LLJ w N 0 E O ci LU ZEEY V ce ca 0 C LU- o oLLJ pwLij LU V � 1-49 pKwa LLAUj Uj 1-4 o Wcc _ (D U) oM' UJ 1 LU AIN =14' ALL Ln p U_ -0 0 LU XU i Ln J b Q � p W © Q LU z0 0 0 I Z o ? z c ,aC , UJcc LU cc LU QLU CO © w v �U_ Ln Z: a 0 SERIAL. NUMBER 1014.0 TOME BEST OF W W 91 DMCW ONABS �- E L EVAT I GI�1 I�o T�S DWIWING COMPID�WIRI THE APPIIGABLE lOND1UM BUDDHIG GODS W WMT AS OF DATE OF GEAT&IG M BMW. May 25,2017 PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM 1, FOAM FACTORY INC. OR EQUAL AT ALL EXRIOR TOP OF ROOF OF DECORATIVE ELEMENTS. TYPICAL UNLESS VOTED o mFL% OTHERWISE Go 936� FOAM APPLICATIONS FINISHES SHALL BE ACCORDING 2. TO EACH ELEVATION 9 ; Q "CORAL-LIGHT" OR EQUAL PRE-FINISFIRDm • 3, FOAM APPLICATIONS SHALL BE INSTALLMAS PER 5.2-$ aJ�.S � 4 ROOFING PER p�:-^,.7 gW k` MANUFACTURER SPECS. U.N.O. CONTRACT, TYP. PRE-CAST STONE APPLICATIONS, SHALL BI 'STONE s 4. CAST FROM FOAM FACTORY INC. OR EQUAL., AND z , INSTALLED AS PER MANUFACTURER SPECS. a ; TRIM WORK FINISHES SHALL WRAP ALL OPENINGS 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _HEEL H_T. ZoUJ 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE - - - - - - - - - - - - - - - - - - -_ _ _ __ __ __ -- - _ _ _ _ ovan , G Drummond AIA 5.2.8 - = - AR 96399 LU O OPENING -�- _ Manuel Gonzalez, AIA METAL WORK IN INTERIOR AND EXTERIOR RAILINGS I - �t 6 AR 96730 o 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON .._ .... I 1:.. _ . . .. Sang-Yu Lee, PE o Q ALUMINUM ; :: o THE BUILDER SHOULD NOT INTERPRET Tt DRAWINGS, 12 I { C:) w 7. ANY MISDESCRIPTION SHALL BE CLARIFI BY THE I 1 ... ._.. 4 W 5.2.8 I 5.2.8 °° ARCHTfECT/DESIGNERi OD -- - .�Uj 0 01 o THE BUILDER SHALL BE RESPONSIBLE TO T A MEETING i ' ' - 1 O }- a� u z WITH THE SUB-CONTRACTOR/ MANUFACTURER AND 8 t W I � �< 00 ac - - w . .$ ~ o 8. THE ARCHITECT/DESIGNER IN WHICH ALL 5.2.8 _j "•' rn N'! J c,c ARCHITECTURAL APPLICATIONS WILL BE COORDINATED ' _ - _ _ # : ... 2ND FIN. FL.R. ® L oo CD o o AND APPROVED PRIOR TO INSTALLATION LLJ - � Q ELECTRICAL CONTRACTOR TO COORDINAI MOUNTING - - -- -- -- -- � : - g - - - _ _ _ - _- --�- - _ - - - - o ' : HEIGHT OF COACH LIGHTS WITH TOLL BR HERS P.M. �c - caC w O I I 2 U � 00 Utn � I I 6� L 1 Qac 5 , E 00 W 5.2.8 - CL LU ;; 0 5.2.8 = M _ Q = o oFE pC. _J� ., c7% a ur C=) a 0 0'-0" FIN. FLOOR ______ ______.__ ___. _ _---____-- __-- ------ - _ 0'-0" FI1. FLOOR v W cc z ' Uj a � 4 cp Uj Uj _ azo � 1 F o JT ELEVAA 'ql"ION s ! E: 1/4" = 1'-0" CARIBBEAN Uj LU� Q L o Uj � o U_ Lp EA1 C) M Z O ROOF PER � � 3 z ; ! ca m V C) m W �; � cam , r�►. V � , o � w 10 Uj i0 LU m ' - - - - - - - - - - - - - ILHT. — - - - - - - - - - - - - - - - - - - - - - - - - - - - - -= - - - - - - - - - - -- - - - - - - - - - - - - - - - - l U i PLT. HT. W tW N QtnZ3 _ = O N 2 C% kLU cn � ui _ _ _ _ FLASHING 1 cn 3GL ~� t, O r� I m o - - - - - - - - - - - _ _ _ _ _ _ _ 2W FIJI. FLR. — — — '— — — — — — — ._ —.—. — — — — — — — — — — — .... T _. ... . _ � MSV' W PLT. HT. _.- �T_ � - �. _:� - -;- yam - - � - cn cy M . . I r GG to .. N i 1 ui ---- cn 3 w ,. v L17 I W 1 1 - o z o u, --- _ _ FE , � oo a: w , oc cn 2 _ Ln, z LL. a5 5.2.8 f 0 a a 0'-0" FIN. FLOOR 0' 0 FIN. FLOQIt 1- - - - ---t a � Q `I I, , _ w - - - - - - - - -- LJJ A/C EQUIP. NICE COURT 11 7 0 Qui .2.8 5.2.8 0 zz o ujmE Un � FIT ELEVATIONcn LLJ 4 1/4" = 1''-0" CARIBBEAN o /IDE L 1 TS To T I SP.M. � zo co � � ` ASPHALTSHINGLEROOFING__j L CR o T01�ERIF ITL. . U_ SERIAL NUMBER 1014.0 i _ TO THE BEgr OFWWOMMU,THE DEW DEPSi p DRAWNG CONKM WrrH THE NFFUCW OMM CODE D+SWAS OF DATE OF C90YI3CA710N oAMI., fl. May 25,2017 u 01: FLO U o el Gonz CL f ROOFING PER Q CONTRACT, TYP. a , R 967 b I A,. u- E p Q - - - - - - - - - - - - - - HEEL HT. � D ' Q .... - - - - -....._ .. - - - - - _ - — Ovan G. Drummond, AIA ff PLT. HT. z _ AR 96399 O _... �: _. -- ........ ____ — ----------------------------------------------------------------------- Manuel Gonzalez, AIA cu.in O ._.. _ _.. : _ _ .......................... 1.. AR 96730 . .. cC i Sang-Yub Lee, PE ..... ...... O -' _ --- 1 72328 I J . 1 LLQ . ` 5.2.8 I ___ 1 W a. p _ ........................... �� C:> w Q .. .. HE .......................... ..................................... ......... ........................................ ........................................................................................................M : :. _- - _::: .. . FLASHING i ' w o rn La, -__ _ __ _ _ ccs �p W O i LA - - -_-�_--— ____ -- �jp W ___._ I 1 — — — ............. .. _ �.. � Z ; 1 . . uj - 2ND FIN. FLR. _ u L' o _ . .. ........_........................................._.._...__.... - - - - - - - - - - - Mld i 1 v r.., r•, p � O �— — — — --- — — = d- i I W cc > Ci c�c i PLT. HGT. MI ;^, i i U w N ,b' E _ _ - - cel 1 I �'_' M V N ' QCw VJ w Ep 3 1 i i---------- - - ----------------- _ z � LL_ _ a p 5.2.8 °_; ¢ Q, O o 1 1 I ' MIS 3:12 I w �, Lc � m V ,elC _ ch 1 E: 0 00 I° W ' cn - o 1 i ,� -r E d. UJ QC °o p M o- J V ko LJuj I I I d to ch p � I i N CL 1 1 1 FIN. FLOOR 1 . � _ 17 - L ------ - --------------------------------------------------- O tn °�¢ w0 W Q � „ L L3 p ROOF SL SLOPE: 5:12 U.N.O. �- Lu �REAR ELEVATION � � � o SCALE: 1/4" = 1'-0" AN SCALE: 1/6" = 1'_0" CiARI AN ' m Lu V ! J r � O 1 Z u- , F- , oC w ow = �► ) �C O VENT C ►LCU LATIONLu 2w CA3 0 ca ROOFING PER ( ) O I W LLJQ CONTRACT, TYP. ATTIC AREA (TOTAL UNDER ROOF) 2,080 E,,,,1 a ( � Lu Lu W DIVIDE BY CODE REQUIREMENT 300 1 � € O ' m I>,N. NET REE VENTILATING � ; Cn Z AREA REQUIRED 6.9333 uj a ccl m t u HEEL HT. w w , o v - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PLT. HT. MIOTE: F CR 806.2 EXC.-,,2; PERMMS ROOF VENTILATING AREA TO („� Q =-- -- LCULA D AT 1/300 PROVIDED THAT 40-50%%OF THE � � N _ _________ En G w __m- _-__ �- _. -:- _ -........_................-.............. - - �QWRED VENTILATION IS PROVIDED BY ROOF VENTILATORS � = o i © cam —___—_- -____ W __..- m ......................... ___- ..... . ___ LOCATED WITHIN 3'-0" OF THE RIDGE OR HIGH POINT(UNLESS - - u.- �._Yv.._........ _ .....�'.� .................................... COIiILICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF 25o L9 z __ _.____ _ — -_ _ ___ THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. .. ........ .... .. _._ .. - - ...... __. ........... ... . - - I pp qq a LU IT[ Q Z --��- ---- y ADDITIONAL ELEVATION NOTES: uj cn p W � _ _ FLASHING - _____�_____ _ __________ 1 - PRE-ENGWEERED TRUSSES TO BE MANUFACTURED ,,,..� , ao z .... . ... _ _ _ u___�� WITH 7" HEEL V-4 o _ _ _._ _ _ ................ -. -.-......_...........................................................- - . . _................... 2ND FIN. FLR. = 2 E MANUFACTU WITH A 1 1/2" OFFEST © --1-_-- __---_ _ � AT RIS S �Z — - _ - _ �..- _ - ALL Id PS B RE M W _j �z - - - PLT. HGT. - - - - - - - - - W , - - - - _ :.. DTR T T cn - . . • .. , 3 - ALL GABLE EN TRUSSES 0 B€ MANUFACTURED WITH AN z , .. a a. _ C1 ,. .. - � -: . � AD L 1/2 Lu " CROP 1 - � [ 'TIOdIIA Lu O ... Ui 0 .... ---- Ln p ... _ . .. ,. . .. ... 1 i MIS I -.. - (, LL- 9-4 jE ri O En _ 1 p p - I'.': 1� �L OC) __.. .... I I ) ri O Lr) 0:0- OC cc .. •.. - L"�C 1. J Y _ p - 4 Q :. . , FIN. FLOOR 0'-0" FIN. FLOOR7-7 - - - - - - , ui LL- W , , Q Z Z O _ 'Q W 7 5 10 J Q Lu r 5.2 8 5.2.8 5.2.8 uJ Ls P uj Ln U) 0 LEFT ELEw-WATION °C L o ui � _ ,_ FFRDE VENTS, TCL . TIS P.M. SA T SI ]LE RN hocLu W W IE: 1/4 1 Q CARIBBEANI LJJc EFY LOCATMS IA NUM a v Q o BER1014.0 - TO THE BEST OF W IO MMGF THE DESM MUM ON..I15 DRAWBG COMPM WITH THE APPUC40LE MBNMUM BUIL', CME M EFFECT AS OF DATE OF a llfflCj TO OW.: fl. " 1 " '- 11 " May 25,2017 v ROOF PER 9 � � = 1 6 :, INSULATION AS SHEATHING CONTRACT '�� 2-PLY h6" _ - REQUIREDATER ISTIVE BAWER SHEATHING �" M 2x6 W/2 1 -2 r STUD JOINT F RING � - I � ROUND VENT @ 2X RAFTER c� AS RE; . D Al 24" O.C. TAILS @ 24" l on 1x4 T&G O.C. SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW 11-611 r � NAIL PER A _Q11-6" u MANUFACTURER • ' . •BETWEEN - �' RAFTERS LO SPECIFICATIONS ; 967 METAL DRIP 1'-4" 1 M .. ...._.... _ r WALL PER iy , s 8 LAP SIDING Q2x4 FASCIA O.H. 1 -4 ... , _ - r< PLAN v z 2x6 RAFTER TAIL OD r' r' -N _ r '• ED A, C D WALLr < ,@ 24" O.C. . d CONCRETE z ��,, SIDING PER -' PER PLAN ....................................... ` ' _ `" ^' `" . FOUNDATION Ovan G. Drummond, ALA W _ ELEVATION _ \ '"' e� iv s< a ti. A. R 96399 ................................... .... ........ ....... cV "' , • SIDINGManuel Gonzalez, AIA 11 r • d . d a .. _ _ AR 96730. p - JE110 ,. ; Sang-Yub Lee, PE OR "n 11 ' ,� a d \\ 72328 11J 111 1� . \\ o 1 ASCIA DETAIL N 101, 1," r./[ STARTER ; W ui 4, : 'd i CD SCALE 1/2 = ill /, STRIP 1 Lu o rn ooW 5.2.8 \\ \ , ; D 0 L Z �... o ¢ o41 Q U) C14 >1 U 0 0 1 11 r2_"'�R�AQ�KE�T/TRELLIS 3 RACKET TRELLIS DETAIL 4 LAP' SIDING DETAIL w ® > o E 0 5 -10 LU LU _ X 11 11 1-.11 � Q M 0 w © Q = 1011 4%4" _ _ " .. 5.2.8 5.2.8 SCALE 1/4 -1 4 _ ►� J LL- U I. Q op 1:4 w co ® ter ao °° LU o M m •+ % � �� 8" _ 11 4-1111 W ce N N -j 0 C.7 cn E N _ = 0 >- �- SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW TRS @ J CL � v _ w 1x4 BB� --z 0 Q Q 6-011 &C� 1X6 RAISED STUCCO PER ELEVATION a M a STUCCO - - - - - - - - - 0 BANDING FLASHING __.._ _ 2nd FIN.FLR. " U- _ 411 411 2611 I CL - NO SIDE b' 11 .... „ 2X4 TOP RAIL -: m BANDING 2 ,1. dal M 11: _ 2 _ _ _ _ FOR STUCCO FLOOR 1 X 2 CAP .... �— - Q � p FINISH SYSTEM M — — — — — — — — — . c ; C7 1 X 6 TRIM _ :. U-i . i _ ........ LLJ qC taG ,--1 1 X BLOCKING C.i 4LI- 2nd FIN.FLR. _ _ -___— _ - - - - - - - - - - � CY- I LU Z CAULK AS BALCONY FINISH FLR. - / \ F_ I ' 1x4 RAISEDNMED / _ LU \ �'"'� LU Uj W 4 _ X50 1X6 ___....___ STUCCO SELL STUCCO PER ELEVATION I '�� w cANO pc o o ( 2X4 BOTTOM RAIL W/ co SLOPED TOP / I J p J _ _. \ / j �.a C) ~ '� - - - - - - - - - -- � (. i 0 LijO H t5 oC w _ r6 \�WINDO� 7 TLU RANSITION DETAIL 8 V TAIL ' ' ! ooca L =1-. ia0. : ED uJ oc . c IU_j lay LU LU Q1 11 911 41-611 1 11 211 811 c O SHINGLE SI[?ING w ZZ 1 , L /�L 2"x4" 1 11 L= { w +C Z 0 1/2"SHEATHING '1 -4 " N z w 6 10 _ ( Q � jj o u W 5 RACKET DETAIL L 4"x4"POST N '= = E N W BALCONY BRAC E I ".1. SCALE 1/2"=1'-0" CAP ABOVE. " = 00 c€ -- p 2"x4" "N bo �.— LU co 23 V Cn �pLLA PLAN 3 LUp 8.2 of � � �_ \ 5.2.18 N o �c ( 9 WE�D �TALL 3/4 Q M �� ".2.8S ` ► CHAMFER z Cn .�-+ J Q Wcn a �"=, z .. 511 _ Y2 CD O w M Z 2" LOUVER 'r' t p 0 3; � PANEL o �,, _ °° B �� _ /+. tp 1W— URw M 8.1 1.17 0 " 0 w 0 5.2.18 "TRIM 4"x4"POST 4"TRIM 1"x4"TRIM ..._.. T� LLj 1� F oC 3 1/2"TRIM -- � Q ....... L,t7 (n _ 4"x4"WOOD J _ = 3 11 !B1 Ci � N N / POST ._ p = - - 4'-5" = 2nd FIN.FLR. W p� o 0 0 0 — — — `r M n \ BALCONY FINISH FLR. I _. - 5' 0" INT. EXT. '� � wOZ „ „ _ „ FO Q - 4x4 4 TRIM F--B z o i'-6" POST PLAN VIEW F— 4"TRIM O `J �A � :> CD CD J L Wrio NUTTER DETAIL 1 EPV, CE�COIT TAIL 11a ERICE COURT DETAIL 12 COLUMN DETAILUl a-, 4< oZ a 5.2.8 L 1/211=1 .2.8 x.2.8 5.2.8 L oWw a Q Uj U_ E•--� cSa cra a � E-- o SERIAL.. NSE 1014.0 THE OF W KNOWLEDGE,THE DEM DMIM ON 70 DRAWING CWLIES WITH TIE AR7ICABLE N00IIM BNDDIJlG CODE IN WW AS OF DATE OF CORM=BELOW. EQ May 25,2017 V RADIANT _ BARRIER FL O —PRE-E GINEE' D 0 TRUSS S DESWD BY TRISS NAN , ­--,__,`- CONTINUOUS METAL PAN AR 967 . ,� REFER TO SHEET A3.N FOR OPTIONAL 8" FLALQA1G DOOR PER PLAN Z INSULATION SCHEDULE COR - ORE' W SEAMS M _ . . . METAL THRESHOLD FULLY SEALED TO FLASHING 0 0 - -------------- OR - "' Lam' '4IN. PAN PER M�ANUF. RECOMMENDATIONS z c CONTINUOAJS METAL PAN FLASHING OVER Ovan G. Drummond, AIA SUBSTRATE AT THRESHOLD. APPLY AR 96399 o - DURADECK WATERROOFING MEWRANE Manuel Gonzalez, AIA En= ca. SYSTEM PER MANUF. SPECIFICATIONS AR 96730 0 ® r/ Sang-Yub Lee, PE _71o COVERED ` `� 8d NAILS AT 6" O.C. 72328 ,� �"" FLASH UP MALL, 12" W o ' N MIN., CONTINUOUS LU I MASTER W.I.C. W.I.C.WMSN. 3 TI � O O > m / EXT. GRADE I� o rn v 0 BATS ---- '`� '`, STRUCTURA►I_ CK R � o _j *-1 00 DOOR F T DTAtL� SHEATHING 42 HIGH RAILING o � 00, ,a DURADECK, a � N � WATERPROOF o � '� COLLAR FLASHING � `n rn ' � PRE-ENGINEERED FLOOR TRUSSES DESIGNED BY 1RUSS M I s--� E ,, Rpt WALL ; DECK MEMBRANE - AT POST. SEAL AT I„L� � > � o o- -, z - #12407.1 TOP OF FLASHING o I„ E � r - • � QMH FL #1240 w s- SLOPE _ 1:48 MIN COLD FRAMED Z OM. �- --- " METAL DRIP EDGE 0046 N. J N -p w o U SES - LU v © CO r�C D 0 O PRE-ENGINEERED FLOOR SIDING AS ¢ �- W , z TRUSSES DES1fGD BY SCHEDULED J o 0 2X CONT. WOOD _ "' O cv TRUSS MANU �CTUlERtFINISH4 cL LMWAR ATTIE DOWN BBJ J V Z w QIIY ATTACH SPEC., U.N.O. STRAP PER BJ J `° o S °URA►L #2 SYP. 2X JOISTS - STRUCTURAL �n o COVERED GREAT ROOMCOYER � COVERED N a J LANAI ENTRY PLOSEE STRUCTURAL PLANS Z . PLAN. RIPPED TO I"' EXT© ---� -� - -- ----- -- - - - --- ----- ERIC WALL ALLOW FOR SLOPE G SUPPORTIN >- BEAM PER- a uu - -- - HANGER AT EACH URAL O RAPPER PER I t.. ALL FASTENERSTRUCTURAL PLAN PLANS tyO ..... ( .; ...... . : : : ' ._.�`. 7 is ...i , , E MW GCVZ I - ( - T. S C S: , 1 CAPPED O CIS �.�..� Q � Z W Uj LU Uj LU W � A BUILDING 'SECTION � � ALCONY SECTION Uj I A7.81 SCAL : 1/4" = 1'-0" CARI � - J LU o CnLU O z o J c w c.v RJ�IA�NT STAT ►.AI. .I ISG AND � I m m a ` LU �, ' RER C..1 IW r_, m GI� FF�D LING NOTE a z a PRE-ENGINEERED •' .J w 4 12" FURR OUT FOR AHU TRUSSES DESIGNED BY STAIR RAILING, STAIR GUARD RAILING, BALCONY RAILING, i 0 "' DECK TO ALLOW FOR TRUSS MANUFACTURER Ii AND BALCONY( GUARD RAILING, SHALL BE CONSTRUCTED TO � � � ; � � o z R-38 INSULATION OPl'I - 8 STAIRS NOTE: WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS SEE SHEET A3.N FOR C 18 RISERS @ 7 5 8 N � � � � � APPLIED AT ANY POINT'ALONG THE RAIL IN ANY DIRECTION. INSULATION SCHEDULE �- 16 TRIS.@ 10 ! o -------- ----- ----------- 1 LACI IT MUST ALSO WITHSTAND A UNIFORMLOAD, NOT w � W � © CONCURRENTLY WITH T`'NIE CONCENTRATED LOAD, OF 50 � � Q Z = 0ui R.- cn w W * ACTUAL STAIR RISER ROUNDS PER LINEAR FOOT APPLIED A40NG THE RAIL IN ANY = o -C-4 I HALL TO BE VERIFIED BY RECTION. �c , c� E CONTRACTOR IN FIELD c c.� Uj z INTERMEDIATE STAIR RAILS AND POSTS (IN-FILL) SHALL _ � ® o 1313 WITHSTAND A HORIZ TAL LOAD OF 200 POUNDS APPLIELU ca D ' In C-1 tz AINST ANY ONE S( rRE FOOT NOT CONCURRENTLY 2M 113 in cn WITH OTHER LOADS. O O kJ Ln LAUNDRY W LC. ASTER INTERMEDIATE BALCONY RAILS AND POSTS (IN-FILL) SHALL Q m o W.I.C. i WITHSTAND A HORIZONTAL LOAD OF 50 POUNDS APPLIED o TOP OF 2ND PLR. ' AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY Q � 0 � U WITH OTHER.LOADS. ------- ' ► GNED B TRUSS UfACTURER � a r-------� PRE-ENGINEERED FL T THE UNIFORMLY DISTRIBUTED LIVE LOAD FOR THE STAIRS LU SHALL BE 40 PSF MII1N. LU F1 1] :111_ ---- TOP OF LANDING PLANT SHELF 0 C' HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE Ln W L I I LEDGE 21c WD. TREADS AN OUTSIDE DIAMETER OF AT LEAST 1-1/4" AND NOT z I I 1/2" PLYWD. (. ) TYPICAL , -1 ,_ GREATER THAN 2". IF THE HANDRAIL IS NOT CIRCUALR, IT 6 DRO 4 �- I I °P 2x12 WD. SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" ANDLn z o GREAT ROOM I RI P CARRIAGE NOT GREATER THAN 6-1/4" WITH A MAXIMUM CROSS vn o II G '�"� (3 REQ-D.) SECTION OF DIMENSION OF 2-1/4" EDGE SHALL HAVE A z Q I I No KINIMUN RADIUS OR 0.01 INCH. I FINISH FLOOR WD. NAILER uaQ - -- �- -,_- - --- -- - - --- _ > _.. - -- - - ST W D,'"", THRU � � I Z o ( -I ,' CABINETS AND APPLIANCES ( ( O ARE FOR NICE ONLY QLy W o t1') CMZ WKIII`_BBUILDING ..SECTIONK_c__IIIIIIIIIIIII�STAIR SiONG A7.81 SCALA: 1/4" = 11_011 CART � �N A7.R1 CAL.E: 1/4" = 1'-0" CARIBBEA i ~ - m � L om J 4 8 ca Lrf1 Z Q o SERIAL. NUMBER 1014.0 auwmc CONKIESHEWrrxl e�ecr �u MRMWMMD" E. aooe As OFoar OF�rriRUTwx eaAra V May 25,2017 4c f 0 � . Q R 96 A ^p j"y , s i �D y } Q Ovan G. Drummond, AIA LLJ AR 96399 o A/P 1 COMP. Manuel Gonzalez, AIA ce AR 96730 CD u_ _ Sang-Yub Lee, PE p 0 i 72328 ......_...... J .... ...................................... .... LLQ Q -- - .. -_- — — - - -- — �� -- - — —--- I r QLU UJ CA -I u.3 O o1 Es oa 0o is o u Xj 06BATH W o COVER 3 Q D t z c vi a� n a Uj J ROO Uj J o E LAU BpM 4 F— oi1C oNo oW u,,UJ V C Z z � II. 4 t� Q { p„ Z tL p O � � � TWOV J 4/) u � � m V U1 % -4 1 L' C � — n O ra W f GARAQE d � L � _ Uj ........... �.... S-+ _._._. �u ?- J a V n ©C W t . ® j L c+Oj tl ------ POWDER cl- . O06 U m ---..: r Uj GW►T ROOM uu Q � - . . . ...... _ _ r � . ....... - _- W _ . V LU : :. --- . . - , ULJoG ..... . r a --- FOYER .......... 0 LU41 cn LU QQ tJ) c a f COVERED CC w.o z COVEREDCO EIT b ooCD ca W4 € Z .cl- tea ..... ........ ..... 8 � 4 © � s ; O Uj V 1 FE Z � o � FST KITCN ; DINING !I U ca ROOM o � W Q inw \ W Z 1,J. J Q O � W � '', '' i�•1 � N ,-� Q 4C CO C9W W __... _...... ........ O .. .............. ................. ......... . .._......... ............_...... L 3 0 ... ......... .. ._. ......... .. _ LU cn.. LU LU LU W z E � � fan m O V Uj cn oLU � W Ln zQ o , ..� zQ °� Ln 0 7-4 a W 0 'I SOT FLOOR DIFFUSER LAYOUT u, Q W SCAU:1/4" = 1'- � CARIBBEAN ;O � En- 0o LU En m "' w o 17n 9%, Uj DIFFUSER LEGE � m o uj W Uj u_ Uj J �+ SUPPLY m RETURN EXHAUST FAN H O ccn 71-1 aUQ0 FOR REFERENCE ONLY rSERIAL NUMBER 1014.0 _ TO THE BEST OF W MWUM THE DESIGN DEPICTED DRAWING CDNAM WITH THE APFUCABIEMUMM NMp IG CODE IN Of=AS OF DATE OF(WMTyOMW MG' �- May 25,2017 V «, OF F1_0 .. Ag 141' 1'a s p R 967 A., W po D zQ zOvan G. Drummond, ALA O AR 96399 O Manuel Gonzalez, AIA AR 96730 o J Sang-Yub Lee, PE LL. E] I - 72328 pO _ _._ ----------------- - ____-._ . _ ;::W ....._. ........ ....... ......... . .. ........ . ..... ......... .... `' ...... O W W O ._i 0 . , i ,j. 1 .I.C. BATH 2EsLno00 z F— Uj `[ 00 J p � O � ch CD :.-i Lu BEDROOM W o o N a W O E . lr1 +�10 .1C J Lt. rn u..... t 1 � .oC O 1 �/i V 1�°X1� w i C 00 CO —AIR JUMPER BONUS ROOM C� 0 W O E ......................................... ..,,, .... .... NNNJ d01 t�0 r•. oop O LL J '�J LAUNDRYt U- CL O J U -----_- Nv IN ATTIC -. a cn v --- I. o RATER --_ - -} _ A►T C7 -- ... , LLJ . ' _..., r_........ .... ` � V 4 NFT Q.I.C. �. LULU --- O E �. ij w CC - , ui T _-. z . V -- u..I © �1 �►l0 UJ LU 2f �, T, COVERED ` LLJ BALCONY CD '' '' UJ m a LU WppV I pTER Oct U3 2c cn BEDROOM 3LU Wz i iy1 0 W { I ( W p A W a �V Z O 10 W , O t/) -j 1 Z O N LU FE aQ. m o C9 NoC z _... i 4 ..... ��y P--4 _ — _ _ _ �- - -- — -- __ ._ _ -_ - — - — - - L .... .. 3.�ix.d t © �4 - - - .e.. -- t- y .... ui o � R 2C E fA oho cj- LLJ © . . W p Ln m W Ni- m U- ,--� � � � 4I") O Qz ,--� obg z uu �, Q W aow � X': :> WQ . o SECON . OCR DIFFUSER LAYOUT �u o a SCALE: 1/41' � ��,•��� CARIBBEAN � 0 cri Lico O ca W +.i.. ©� oUj DER LCEU.J LLJ a� SUPPLY mI RETURN R1 I EXHAUST FAN z FOR REFERENCE ONLY SERIAL NUMBED 1oi4.o DRAwxGaAKMwMpw#McwMvwwRMMw OWE IN 9V=AS OF DATE OF 03URWM SIM' ELECTRICAL LEGEND May 25,2017 43 SINGLE RECEPTACLE DUPLEX RECEPTACLE 240V RECEPTACLE CO SWITCHED RECEPTACLE Go vet Go DUPLEX RECEPTACLE (220 VOILT) SINGLE FLOOR RECEPTACLE AR 96 DUPLEX FLOOR RECEPTACLE o SWITCHED FLOOR RECEPTACkf ED gg QUADRAPLEX FLOOR RECEPTACLE ......................................................................... ................................................. Ovan G. Drummond, ALS GFI GROUND FAULT INTERRUPTER A/CAR 96399 CONK Manuel Gonzalez, AIA W WEATHERPROOF GROUND AR 96730 HB C:) z _J Sang-Yub Lee, PE 72328 E P ELECTRIC PANEL WP GFI E.M. U_ WP GFI p r-------------- .......... ........... —----- ---- v P VAPOR PROOF .................. J� ........... .................. ........... ............................... ------- FOR SURFACE MOONTED EMPTY CONDUIT TO 2 10 Uj <­ RECESS INCAND. (EYEBALL) FIXTURE 0> C) M 14RIGATION C LU C) ch ELECTRICALAAW SINGLE FLOOD - WALL MOUND WP G% &NG "I" BOX W/SLAW rq 00 0 . ............ . ............ Ln Uj PLATE IN GARAGE A_I\ COVERED 06 BEDROOM 4 in 3'\ < U.1 Z WP DOUBLE FLOOD - WALL MOUWED H WATER SINGLE FLOOD - SOFFIT MOUNTED WP G% c1c (n GFI SOFTEKER > 1A W DOUBLE FLOOD - SOFFIT MOUNTED LOOP 0 E .......................... 0 rn TW-CAR GARAGE LL. ........... U.1 14 HANGING PENDANT - CEILIW HUNG P_ ATTIC ACCESS ............... U_ FIXTURE - CKING INCANDESCENT Z 0. W/ LIGHT & 0 MOUNTED cpm Ln 00 co SD WP UZ ""I J­ SWITCH U Uj GFI ' 00 ce Uj INCANDESCENT FIXTURE - WALL MOUNTED WP _ , - GFI < E 000 RECESSED HIGH HAT .................. SD/co - _ _ � _ E 2 FT UNDER CABINET FLUOR. FIXTURE ................. .......................................jp................... ................................ HB : �1/ < U ------ 4ft-/ Uj 3 FT UNDER CABINET FLUOR. FIXTURE Ui < 0 o 48 4 FT UNDER CABINET FLUOR.FIXTURE ON TO ON i N STRIP LIGHT a�CQN12.E�QOFt � . i /" j 0 12X24 FLUOR. FIXTURE t- C4 POWDER 12X36 FLUOR. FIXTURE j--- ................................ U_ o © �KEYPAD FOR RM, L__Uj 12X48 FLUOR. FIXTURE C.) 4 URITY SEC GREAT ROOM 24X48 FLUOR. FIXTURE up ................................................... ............ Uj CD ac EXHAUST FAN ............... ................ ......... ......... -------___ ---------------- .............. (n 77.......... ............................. ........... 0 EXHAUST FAN W/ LIGHT ...................................... .................................................... .................. ................ LU DOOR M. of ELECTRIC CO. METER Uj COVEM LIJ 0 GAS CO. METER �A 1� LU SDICO SMOKE DETECTOR/CARBON MONOXIDE Uj DETECTOR >- FOYER co 1w. -.i- SMOKE DETECTOR LU 0 _j _j SINGLE POLE SWITCH UNDER COUNTER FOR DW. $ / Wpm U.J in LU, 3 WAY SWITCH GFI UNDER COUNTER FOR DISP. 00.1 U_ -i....................... ... ....... . . ....... ......... ......... ......... .... 4 WAY SWITCH SAITCH FOR DISP. Uj ............ ........................ .. ......... ......... .. ......... ca DIMMER SWITCH WP UJ Cc C) GFI CL GFI1 1 PUSHBUTTON ...................................... (V� C5 GFI ........... ........................................... ..... 1 GFI LU DISCONNECT SWITCH ff LU ........... If Uj AN A a. 0�i lu JUNCTION BOX BREM �ASTcv FE U) G� Io T, Uj En TV JACK DW 01) 0 (D .........----------- .. ......................... ... v PHONE JACK - PREWIRE ONLY Uj cn [JBL. SINK THERMOSTAT GOUR ca P. r*4 PHOTOCELL - SOFFIT MOUNT KITCH DINING Uj ■0 0 1 U_ ffi Uj (p PHOTOCELL - WALL MOUNT R" Uj [:;;-ON ELECTRICAL PANEL ........................................ COVERED (B SPEAKER WIRE FROM TOP OF WALL ENTRY ..... ......... .... ........ .... ......... ...... .......... GfI .......... .................................. (fF ............... 16............... ............................ ................ KEYPAD _LL."I..............................................:TT.......................... ....................... > LU .. ............ 0 ---------- ------ - -------- ...................................................... 3.1 ® CHIMES tz WP GFI En STRUCTURED PANEL (A.K.A. SMART BOX, FOR HOOD VENT cn Uj Uj = EEH3 COMMUNICATIONS BOX, MEDIA BOX, HOME -�-:TANKLESS GAS LU 0 ILJ U) U DIRECTORY) WATER HOATER C:) �j JINTERCOM 0 Ln FOR REFERENCE OM-Y = O LU UJ 1=Ln U J Uj z ' ' U_ Ln En 0 zg WRQ U_ FIRST FLOOR ELECTRICAL LAYOUT 0 0 Uj SCALE: 1/,4„ 1 CARIBBEAN yj C) Wiz - < rn uj " LU pe WWI aQLk-- P*LAI BAT 4 rn LU b LU LU LU LU WLU :3= LU cra ct Q F- rERIAL NUMBER 1014.0 . - IE BBT OF NY giOWLEDGE,THE D GN D N �- ELECTRICAL LEGENDD �T�ARUCW N ODDS IN EFW AS OF DATE OF OERTJf7 AYM BROW >` May 25,2017 2. SINGLE RECEPTACLE DUPLEX RECEPTACLE OF FL9� 240V RECEPTACLE M SWITCHED RECEPTACLE ®tel Gan DUPLEX RECEPTACLE (220 VOCT) [ j SINGLE FLOOR RECEPTACLE i 9673 yy3 , A. DUPLEX FLOOR RECEPTACLE o � � SWITCHED FLOOR RECEPTACLE E0 rn Ln' QUADRAPLEX FLOOR RECEPTACLE Ovan G. Drummond, AI, z W GR GROUND FAULT INTERRUPTER AR 96399 c�C Manuel Gonzalez, AIA W P WEATHERPROOF GROUND AR 96730or sang-Yub Lee, PE a EP ELECTRIC PANEL 72328 w ............... ._......_ ...... ..._.... . ....... _ . T _..-__-_._-.._.._VP VAPOR PROOF : - - _ o ® RECESS INCAND. (EYEBALL) FIXTURE --- o o W Q1 SINGLE FLOOD - WALL MOUND ,............................... 00 '�, aLn z DOUBLE FLOOD - WALL MOU( ED \ �, i BATH 2 � ! I— w ��nn Q .J 2 <c (� �+ �j SINGLE FLOOD - SOFFIT MOUNTED -I DOUBLE FLOOD - SOFFIT MOL�ITED \ °0 . NUS a W cv o w Cj - HANGING / PENDANT - CEILING HUNG O - ............6 - L INCANDESCENT FIXTURE - CEILING _---- _ = Q a 1 � a MOUNTED MIN. D/�0 _.._._.� ca 6 A[1l DOOM s� S ----- W Ln r- c m oUj c uu Q INCANDESCENT FIXTURE - WALL MOUNTEDSYSTEM --- J � a FOR ACU ITY ---®'" ---� a s M Ln 10"X10u AIR JUMPER �. -' Q �' ` oo cn ® RECESSED HIGH HAT -„ - pPT, '(� \ _ O --- LU c:T 2 FT UNDER CABINET FLUOR. FIXTURE :.: ........................._..... .. ..... .\\ . /r n r .. r r.� �t . -r:`; ---------- -/ _ o rq a z ss 3 FT UNDER CABINET FLUOR. FIXTURE En n- U r` sE as P <c c`Oo . cc �� 4 FT UNDER CABINET FLUOR.FIXTURE ,. ;� i SpON STRIP LIGHT %; _ `I 1 ! / \. GW �.c. r // cc a 0 co � -.. ......__. . oc � 12X24 FLUOR. FIXTURE ,_ i _ o D 12X36 FLUOR. FIXTURE .. t'- �. co ' FI Uj 12X48 FLUOR. FIXTURE ' 24X48 FLUOR. FIXTURE , J - / 0 --- �.._ .... ......... . ".:: L- I ac cc EXHAUST FAN ASTER ' _ _ _ _ ._...- _ _ _ —_ -= ..... ............................................11� . ..V-d .......... . W o SS -- -- -- - ....._ _ I \ I / ___ _ - - -- z o EXHAUST FAM W LIGHT i ► H ...... OPT : / ��- Q.I.C. -.- --,� _ , �- LU nn. ELECTRIC CO. METER _ -- CCIERED I h.— I zLU LOFT '.. w 0 �.M GAS CO. METER �_,I ®SD�CO SMOKE DETECTOR/CARBON MONOXIDE _ .. r ..... �- L ..I p DETECTOR -- _ . _ E SMOKE DETECTOR ...._.. .. ... _ NP_ _ATTIC ACCESS.W/ - a SINGLE POLE SWITCH Q (, O , 0 0 LICIT &SWITCH _ S�1CA / OPT. �, - Z ,� $ LU , 3 WAY SWITCH "�- — N O �t 4 WAY SWITCH % �- -�- i ...,, WP I tt3 ` ,' CY] c�wc DIMMER SWITCH SD GFI U Q i W ORT. o 'er 4 PUSHBUTTON a Lo DISCONNECT SWITCH LU LU "-" 0 JUNCTION BOX I o � © TV JACK � / � / \ 5 a PHONE JACK - PREWIRE ONLY i 3 / L i m QQ THERMOSTAT ; ® N O PHOTOCELL - SOFFIT MOUNT MASTER w = o w Q PHOTOCELL - WALL MOUNT I BEDROOM 3 c ; , .- © Gwi ELECTRICAL PANEL oc sa SPEAKER WIRE FROM TOP OF WALL f :1 oc z K KEYPAD OPT. . .. LU p ® CHIMES - - - - - -- - - -- > r 1 - -._ . .... .. , - . c� U' c=n STRUCTURED PANEL (A.K.A. SMART BOX, o cn ---- ; Lia LLC F----1 COMMUNICATIONS BOX, MEDIA BOX, HOMEce � z v DIRECTORY) m c F Z wT. INTERCOM ' a FOR REFERENCE ONLY fi W ( < Q Z Uj � � c�cz p A w v Lnvag v� Uj "' � Ln '- za U ,Uj oC Uj _ � o SECOND RLD(m)"'R. ELECTRICAL LAYOUT � w E: 411 11 .011 CAR1 - BEAN awl / O c� _ w coW LU nZ "_ o u LU v Lu hi 4% LU LU Lij LU U) a c,� - p SERIAL NUMBER 1014.0 T nt•BEV of Hr MWUM THE DEMO M=ON 7 DRAWDIG OD KIE5 WITH THE AMICW HTMTAMMI NADDS'.: ODDE IM EFFECt AS OF DATE OF ORWAIN 9M.: TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHIII OF FLO 4 o 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE FLASHING TO FORM WAT SHEDDING LAPS FOLD UP 1I4ATI _ ' cs, BARRIER WITH LAS HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER RESISTIVE` & �� ��n LkCTIQNS: NECESSARY IN CORKERS RESISTIVE RESISTIVE 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TE Y THROUGH FLASHING BER TE14PORARILY SICU Q HEADER TO ALLOW FOR FLASHING INSTIATION 1. CUT, FOLD UP &TEMPORARILY , SECURE WEATHER RESISTIVE `9 R 967 ,' 4. INSTALL HEAD FLASHING UNDER WEARIER RESISTIVE R ABO HEADER TO WEATHER , A. BARRIER \7 RESISTIVE EXTERIOR t W f ALLOW FOR FLASH IG SHEATHING Z . U_ �IS�TA�..LATIO�i BARRIER TT 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD 6 QFLASHING AND SEAL WITH WEATHER RE STIVE BARRIER TAPE V"THER TAPE SILL IRAN cn ST /E 2. WEATFHER RESISTIVE BARINSTALL HEAD FLASHING RIER R R 2 Ovan G. Drummond, AIA. z cn (ASSEMBLED) AR 96399 W 3. FOLD WEATHER RESISTIVE -n WINDOW -n 1 Manuel Gonzalez, AIA : r.. SILL PAN BRR BACK OUR HEAD 2 AR 96730 o , , r FLAWNG AND SEAL WNTH TAPE _ z Sang-Yub Lee, PE U_ .. x 2 � � ,,� � c72328 G) FLASHING CA- o DO NOT FLASHUj W OVER BOTTOM rn o � _ 0 W 4 NAILING FLANGE � � 00 o Ln W _: fu © E.... 00 oX ~o ¢ •- Z W � �r ON L. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE a n Q o "� FLASHING (64II11. 6 WIC). C TO AAS 771-07 W Q w •L N . J th ;.;: �. 4 a �+ A 2. REPROVE WE RESISTIVE BARRIER FROM TOP OF -- ¢ � ` � Y� i o WINDOW SILL PLATE. -I: 2 L H CL ¢ O O O t NOTES: II 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. U a� vo L W � z 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 "j "' L c 00 CO 12 Ln W CONFORMING TO AAMA 711-07 ) 4. INSTALL FLASHING A WEATHER RESISTIVE WINDOWS TO BE INSTALLED ® E "" R TO F TER S#iEDDI1 LAPS. PER AAMA 100-07 Q = �, c d` `z 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS ¢ ^� >- z 3. MECHANICALLY FASTEN AS NECESSARY MMMJ o Q 0 � M Q EXT-1 TYPICAL SLIDING GLASS DOOR FLASHING EXT-2 'ICA . LIDO FLASHINGDETAIL a �-- ,i D3 N.T.S. .I) D N.T.S. (EXT-2) o , LA OPTION -A o 6.. FLASHING Uj CANT STRIP CONT. DRIP EDGE LU cj,e",� ACROSS DOOR HEAD TO DIVERT RAIN WALL. PER PLANLijtu �-Z zSILL PLATE WALL PER PLAN ED cc aC st RAIN DRIP SEE NOTE #2 REGL�, o ::j 1• EXTERIOR E-- ME U_ WALL SHEATHING EXTERIOR 0 0 WITH WEATHER WINDOW o RESISTIVE BARRIER Q LU a-rte, ce 0,: NOTES: NOTE: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) ! ° `LU - UJ.© � _ CONFORMING TO AAMA 711-07 THIS DETAIL ONLY APPLIES AT EXTERIOR 2. INSTALL SILL FLASHING AS SHOWN ABOVE DORS PbIAT ISA �IMEDIATE OV NGS z z A8OVE I EM A T14AT FIAVE D a ci ,..., m 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS STORY WIP►LL . w 'iti0 z o W WATERPROU" FING AT EXTERHOREXTERIOR WIW N LU ,- ce m EXT-5 EXTERIOR ENING OR BEAM EXT_6 HEAD SETA �. EXT-7 = D DRIP DETAIL J Lri o to c,c�� z '�. � 0 � � D3LU o D3 N.T.S. (EXT-5) N.T.S. (E ) D N.T.S. (EXT-7) o Uj v, oC) zoo En,� z Lu cn ''� aC o Q Uj o = W o 0.42: (Az J 0 Aft pLUz x: C w UL o UJ 0 o F-- <_ Uj o z z `cn m '1� 3 w , CC LU LU `t xcli W UJr0 WLU LU am_ . LE y � Q c.a �•- o EAL NUMBER 1014.1 . TO THE BE57OFW WWLEM THE DMGND ON THIS ORAWDW CONKM WTH THE AMIGB1E HDIDBIM B1 WWO CODE 1N EFFI.T AS OF DATE OF a xnFUAT"NI BELOW..:: 4 u SET MIRROR, 3" FROM SET MIRROR 3" ENS? K SPLASH � FROM INSIDE COMER MIRROR-VANITY -5 DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER QTLY I , 1 Go 11-211le i X o DRYERVENT (TYPICAL) _ • U COUNTERTOPS o ce a �9 , z � 36" HIGH X _ g W SAS POR GAS DRAOY F . = (VANITY-5") MIRROR ; - 0 z Q pUTLET BOX _ ____ _ 1/4" MIRROR DRYER VENT BOX- OUTLET z CENTER SIDEWAYS - ATTACH PER MFR. INSTRUCTIONS Ovan G. Drummond, AIA ` IN BACKSPLA►SH [�] =F 1/2" RECESS DRYER VENT BOX AR 96399 - © _ FOR MIRROR ATTACH PER WR. Manuel Gonzalez, AIA INSTRUCTIONS AR 96730 c� 0 2X4 HALF MALL 92" MIRROR TRIM 0 P.T. SILL PLATE P.T. SILL PLATE Sang-Yub Lee, PE O © M (IF ►� ON GRADE) ,-� (IF ON GRADE) 72328 I............LU W /T C) CABINET VANITY ROR INSTAI .ATION 4§ IONS: o ch Uj "-' WITH PEDESTAL _3 o o°io 1. M R TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 0 �- u? o � a 00 ooh 2. AT BA# BOOMS WITH MIRRO. ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE MOTE: z �; � �r o © CORNIER. (1M R TRI14 WILL BE TALLED AT INSIDE COR11 S.) 1. DRYS OR RTAR VENT HAVE "KNOCK IN CK OUTS" FOR TOP, U < In ; a, o a NOTE. BRACKETS REQUIRED IF Uj 00 Zi I COUNTERTOP CANTILEVERS MORE THAN 10" 3. U INSTALLATION OF WOOD TRIM, RE04OVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED � w 'L cv 0 o „Uj- BEF NG ALL CLIFFS) ASID ALL WOOD TRIM AT PER TER. FOOD TRtM SFIQ .D BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM I— Q M u o LENGTHS PER MANUFACTURER'S SPECIFICATIONS. — � �" Iiii �0 1211 -�/- TOP OF BACK S INSIDE FALL CORNERS. _ = z a U _s w1/2 ..., � co °RRET BOX FGR DRYER ONLY U v�TRTIR WOTRIETIL IT-3 KITCHEN HALF ALL DETAIL NT-2 CINT o o 0 A: 1 �11_01 INT-1) 11 1_011 (INT-3) ¢ -� i j°U :R D8 SCALE: = _011 (INT-1) SCAL1j/! = 1E O �ov ¢ ¢ 0 N TILE OR STONE ON 1/2" COMPARE °- Ca z HAR01 BACKER BOARD MANUFACTURER'SQ � OV PLYWOOD DIM OF TUB & /J © (71ct v e Q TOLL APPROVED TILE BACKER (REFER ON MG. PUMP LOCATION Q TO CONTRACT SPECIFICATIONS) -- WALL TILEe U- R ER TO FLOW PLAN, , VARIES - SEE PLANS C) f "a' BY MODEL 2X BLOCKING BETWEEN 1 ROW OF TILE E 8 STUDS (3 WALLS) Wz 2X4 @ 16" O.C. J • VINYL LINER (3 WALLS) EXTENDED 5" CORNER SHELF LU ' UP WALLS (1) CERAMIC CORNER SHELF AT 48" A.F.F. 2X4 LEDGERL LU FLOOR TILE c 100% SILICONE SEALANT BETWEEN u. r a W TILE BACKER AND WET BED a ` ' x >`rc DROP IN TUB x o >- 2" SHOWS GRAIN _ + IN N N 2X4 CRIPPLES , m FLOOR TILE 2-2X4 THRESHOLD " a� LU J FLOODSTOP BO LA- TILE AT DOOR .Q 2X4 BE P.T. SUPPORT UNDER U THRESHOLD WALL TILE WHA IN C1T#CT TUB AS REQ, B(1 b RERSF Q QC W/ MANUFACTU . Z Uj ADJUSTABLE GAUGE COAT WETSEDPLAN 0 . cQc p SHOWER DRAIN ► LU cs- a LINER SET IN SEALANT @TU D E I " I L LU o 2" SHOWER DRAIN FLANGE OVER ROOFING FELT (FR-�33CRUP I NOTE: D8 u:, cri SCALE: 3/4" = 11_011 (FR-33) NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AND SHAPE VAIRES BY MODEL L AS SHOWER ELEVATION mLU BE USED IN LIEU OF MARBLE TILE OPTIONS ARE M SELECTED.IC WHEN AR�LE/ ARC I WIELL S L AN6 BY L. RTO o OF 0 U `LU INT-4 S H O 1IV R CUR Q N FUj F LCJ R INT-5 STAN A � � SHOWER S E F LO ATI ON � �� Lu Q9 LLI - o '�' END POST TIED INTO FLOOR Qp� 1 D8 (INT-4) 11 _ 1 11 (IN1�-�S) JOIST LOW EXTEND TO f <t �(D ce � ao SCALE: 3/4" � 11_011 5��: 1 - 1 - BOTTOM OF FLOOR JOISTS. o END POST TO PENETRATE U; SFLOR. LU LU cm o FACE NAIL END POST TO BLOCKING. ca o, 0 2x BLOCKING BETWEEN ' cn o FLOOR TRUSS AGAINST v 2 ::Ia END POST. Oct - - -/ `, z SUB FLOOR. a U=1 Uj 1.1.1 jE HUj w 91 0Uj (.� / / �% \\\ / / , '�/moi '- i< LU 0 Q ' �'' ice' �'/ // \\\\\'� / /�' ' W , -' ! > %'/% ' ��' �yy'-' NAILS(TYP) ui W Q z FLOOR TRUSS. u.lfZaLLJ tin z vj Lj €� Z � LU � w� r[ GZ . -Q _ Uj Uj co 10 2 6 W FR-34 HALF WALL TIE-IN DETAIL EUj LILI __j D8N.T.S. (FR-34) PIAL NUMBER � b c0 14.1 r. SrL`1 j. J3 � Register Receipt City of Atlantic VBeach R4088 DESCRIPTION ACCOUNT CITY PAID/ , PermitTRAK $55.00 RES17-0060 Address: 1752 MARITIME OAK DR APN: 169505 1845 $55.00 WALL SHEATHING 01/23/2018 MJ $55.00 WALL SHEATHING 01/23/2018 MJ 45500003221002 1 0 $55.00 $55PA ' � 1 : : it Date Paid:Tuesday, January 30, 2018 Paid By: TOLL BROS.,INC Cashier: BA Pay Method: CREDIT CARD 9 { Printed:Tuesday,January 30, 2018 3:36 PM 1 of 1 � RAW