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283 BELVEDERE ST -RES17-0261 NEW RESIDENCE PERMIT 03/20/2019 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD yr ATLANTIC BEACH, FL 32233 rLJ;31�a INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0261 Description: new single-family construction Estimated Value: 222314 Issue Date: 1/30/2018 Expiration Date: 7/29/2018 PROPERTY ADDRESS: Address: 283 BELVEDERE ST RE Number: 170502 0000 PROPERTY OWNER: Name: HOGAR COMMUNITY REINVESTMENT Address: GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: AMERICAN CLASSIC HOMES LLC Address: 4550 St Augustine Road JACKSONVILLE, FL 32207 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. 01.i.�,� City of Atlantic Beach APPLICATION NUMBER �s Building Department (To be assigned by the Building Department.) 800 Seminole Road p ES\--*- -� _# f o� ;� Atlantic Beach, Florida 32233-5445 1`— I Phone(904)247-5826 • Fax(904)247-5845 ° on 95 E-mail: building-dept@coab.us Date routed: t I 1 13 I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: aS, 3 p .\0 t(, -1 'S\ - D rtment review required Yes o Buildins • Applicant: `(n i c , ( an ( as< (— %Mf2-3 Planning &Zoning (� Tree Administrator Project: \ S\C\ .e.—t�d�t ili -V igjk, (Public Worcs , C Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date p� of Permit Verified By vsr Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [pproved. ❑Denied. ['Not applicable (Circle one.) Comments: BUILDIN PLANNING &ZONING /� ��. ,'� /7 Reviewed by: , ` Date: a 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 05/19/2017 Doc # 2017289662 , OR BK 18224 Page 2399, Number Pages : 1 , Recorded 12/19/2017 08 :46 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10 . 00 NOTICE OF COMMENCEMENT nn��QQ /� 1{ (PREPARE IN DUPLICATE) Permit No. ?-.E 3 PI Q2�1 Tax Folio No. 1-9-C1 )07.—, Oar) State of Florida County of Duval • To whom It may concern: The undersigned hereby Informs you that Improvements will be made to certain real property,and In accordance with Section 713 of the Florida Statutes,the following Information Is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: l5/X,E11Mn 117- Or Dy tw L-I�J L9 ,5eCiitnn I , (t(110' Address of property being improved: G(l?) 1()AV Y 0.., I c)-\11 01A k antic bah t ( 22,`25-3 General description of improvements:New Single Family Dwelling Owner JOX .)t Pro L Address 4550 St.Augustine Rd Jacksonville,Fl 32207 Owner's interest in site of the improvement Fee Simple Titleholder(if other than owner) Name Address Contractor American Classic Homes LLC Address 4550 St.Augustine Rd Jacksonville,Fl 32207 Phone No.904-351-0308 Fax Na.866-329-6692 Surety(if any) Address Amount of bond$ Phone 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 t' documents may be served: I I +' Name 'I Address Phone No. Fax No. , In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option). ' ,• Name �I yl Address }I • , Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year,from the date of recording unless a ;' I different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER /� Signed: Dee./4414.4 DATE/ !J Bafere me this day of Dee./4i 1Y..rl4C.� in the County of Duval,State of Florida,has personally appeared PatrIda L Lundy Richard Briggs herein by NOTARY PUBLIC himself/herself and rms that all statements and declarations herein are true and accura e _1 Cann* OF FLORIDA7."1441 /l% 4,1-1 C� . irnt 00072309 • Expires 8/17/2020 Notary Public at Largo,State of � r . County of My commission expires: X i) Personally Kno..un or Produced Identlticatlon -71 .`_1 ! --. i e CITY OF ATLANTIC BEACH `f` 800 Seminole Road ii ,:,,..______/..) , N O V 2 2 2017 Atlantic Beach,Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date `1{22.- i I Revision to Issued Permit Corrections to Comments x Permit# E-Lal-DZIpl Project Address 2:66 beherieret Nit& Atlantic I iviodh N 322_32) Contractor/Contact Name VC- PA ShC T2 Phone ',31-0,2L6 Email 160qta Q 1 le,. fi Description of Proposed Revision/Corrections: ' -rmit Fee Due$ ,S C. OO - - \J L 5Pd1 nOuS2 Q 1 CU1S - ,Sicpt i s: SQctIwl sftQ plCXS - IIrll Aeficiavit Additional Increase in Building Value$ MA Additional S.F. \ \I By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved )( Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: aliiilding� Planning &Zonings Reviewed By Tree Administrator •u• is Works , Pue ic1 iiies I ) - / - 17 •u. is Safety Date Fire Services BuildingPermit Application fI11I7 v���t p p 4 ,. � ,?' FF�CE C(''P City of Atlantic Beach NOV g r� FFICE c VV 800 Seminole Road, Atlantic Beach, FL 32233 2017 `a Phone: (904) 247-5826 Fax: (904) 247-5845 Job Address: 2-`63 bt,1\J Cve e, ,5treet Mantic' fJ&IQl,F( 3223 Permit Number: f ES 11 0 Lot Legal Description (\i dig 'JZ ()F LCt 455 La I '-Isl. RE# n-0502.-0000��Q0010 Valuation of Work(Replacement Cost) gJ,000'� Heated/Cooled SF '1`(JL� Non-Heated/Cooled "f p1 • Class of Work(Circle one):( ew�Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s) (Circle one): Commercial (Residential) • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No (N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: NC,a.: ik' l`jh(ULt-AL1 t ku L UyttOn L 1 t ot, (pO11e.. thaxc re Vcpt. Florida Product Approval# 5e_e_. For in for multiple products use product approval form Property Owner Information Name: jOkX1 'r . Frp. , LLC Address: 4550 t. NUC UStUIe. City si x\\I.6u_ State r-i Zip „3-22&2 Phone 904-351-030$ E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: Anent fl (153 L W( 1P5 L..J Qualifying Agent: We( f...6 1�r Address I-4:5`1) St. Pd:iC3uSW\L COC eeoci City jQC'L.- cin\itU State FI Zip 3L2Gc Office Phone c1QL)-333l-(9-2- s Job Site/Contact Number MQr1L b0;115 9014-LISD-.:LL-F`5 State Certification/Registration#C ,12—_ 0$14 E-Mail al z.h` nen(1c Clkt" Architect Name& Phone# IN t 15hieiCis q04-24 i_. 640 Engineer's Name&Phone# Q(W.."( D( - IQCGmO c104- i-1` 't305 Workers Compensation EXCXnpt 2-ii 1ZO1% _ Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS, and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. �' (Sig ture of Owner or Agent including Contractor) (Signature of Contractor) Signed and orn to(or affirm s)before me this �'j day of Signed and sworn to(or affirmed) before me this day of i' . _. W b 1; wc€ 0 -, 5O itoileioiv-;- byez_4-. Z.ei I i ' i ` a�ic{s (Si ng ature of Notary) (Signature o Notary) s .A . PL. 1 NOTARY PUBLIC /, Patricia L Lundy _`�t�4,• -_STATE OF FLORIDA NOTARY PUBLIC [ Personally Known OR •,- •. • CO O22 9 ]Personally Known OR i �� STATE OF FLORIDA [ ]Produced Identification � 8/17/2020 [ 1 Produced Identification `•3°f.Cam,G(3022309 Type of Identification: Type of Identification: ' Expirrs 8/17/7020 OFFICE COPY • DO NOT WRITE BELOW- OFFICE USE ONLY Applzca� e Co es:2010 FLO' DA BUILDING CODE R=ResuXt ( ircl one). Approved Disapproved -Approved w/Conditions Review Tnrtials/Date: Development Size labitable Space G d s.r- Non-Habitable 'ii . R npervious area • Iiscell neons Information :,cupancy Group 2,-3 pe of Construction U tuber of Stories I ling District k S-- K. Occupancy Load Sprinklers Required d Zone lIiti®nsfConj Hams: City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) ' \2 800 Seminole Road ea IC _ij Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 0509r E-mail: building-dept@coab.us Date routed: II City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: i?yQ,\ t 6U-0 - D rtment review required Yes No Buildin�c ,} Applicant: Mik n CAGS< < MQ-_S Planning &Zoning Tree Administrator Project: �\t- Sk R\ \ Q—�(�,Ivte_onSV_AcA Public Works��- J Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By _ Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. klbenied. ['Not applicable (Circle one.) Comments: , r-- BUILDING PLANNING & ZONING Reviewed by: Date: /I-- (7 - 17 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: I /Approved as revised. ['Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 n 1-L7 ' p °' CITY OF ATLANTIC BEACH Ij t r ' ;l €? 800 Seminole Road NOV 2 2 2017 Atlantic Beach,Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date \\ 22_1 11Revision to Issued Permit Corrections to Comments x Permit# 5�� -02(01 Project Address 2-S6 ibPi,vPd,QXe tfect Ail 1t1C bcC 1, Ft 32-233 Contractor/Contact Name al t2AshC.p Phone , -(� � Email 160 add lC. (,`- Description of Proposed Revision/Corrections: Permit Fee Due$ - V.-CV 15eri \TI ase Q t Ccf3 - 5tcpsis: SQ.atQl SitQ t(an3 - till APficim ft Additional Increase in Building Value $ Additional S.F. .\\ , By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: uildin�' �— (151arrfiing nZ& i gn j Reviewed By Tree Administrator •u• is Wor iMltaajo j Pus is Safety Date Fire Services i, , ,r TREE & VEGETATION AFFIDAVIT �,,\SSI City of Atlantic Beach Department of Community Development spi -)O J Planning&Zoning Division r� / 800 Seminole Road Atlantic Beach, FL 32233 � � J' "r (P)904 247-5800 (F)904 247-5845 PERMIT# RES17-0261 SECTION I-APPLICANT INFORMATION F Owner(s) r Legal Authorized Agent* NAME OF APPLICANT Kaz Bishop NAME OF COMPANY American Classic Homes.LLC ADDRESS OF COMPANY 4550 sT.Augustine Road Jacksonville,Fl 32207 PHONE 351-0308 CELL EMAIL Kaz@achllc.net CONTRACTOR CERTIFICATION NUMBER CBC1260874 ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY 283 Belvedere Street Atlantic Beach,FI 32233 If an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION Southern 1/2 of Lot 455 and Lot 456 LOT 455/456 BLOCK SUBDIVISION REAL ESTATE NUMBER 170502-0000 LOT OR PARCEL SIZE: 7500 SQ FT AC RESIDENTIAL X COMMERCIAL OTHER(SPECIFY) I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach,FL and/or I have participated in a pre-application meeting with the Administrator of those regulations. Subsequently,I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the abov--lescr'•ed or adjacent properties in conjunction with this project. SIGNA RE OF OWNER SIGNATURE OF OWNER Signed and sworn before me on this4/day of ('ed,v m O ,by State of k IGi-cm-ci '�c9 vel" County of b&V;v1 Identification verified: 9/,er-SVI i( J�66��6 Oath sworn: fl Yes I/ No r ' L.Lundy 0/67- �.4 ,., -, NOTARY PUBLIC Notary Signature -'e„�4_STATE OF FLORIDA .,,, 'fes.:_� Commit 00022309 My Commission expires: 7/�7I 2) Expires 8/17/2020 r..1J-, City of Atlantic Beach APPLICATION NUMBER `�s� Building Department (To be assigned by the Building Department.) • 800 Seminole Road n L�l _ 0161 K:::,,,.._ w se Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 "ion 0. E-mail: building-dept@coab.us NOV 1 Date routed: I I I 13 ,I City web-site: http://www.coab.us 4 20� APPLICATION REVIEW AND TRACKING FORM Property Address: a� -. Pt -- \0 t c �1 k i\ - D rtment review required Yes No Building Applicant: MY‘k { , can ( < (--- .k iv Planning & Zoning (� Tree Administrator Project: \t- S�RG1\ Q--1-�, t�1� Lbro,(, c,-t, () CPublicWo— J Public Utilities ) Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: A .1,I A Date: /(7,1"i7 TREE ADMIN. Second Review: Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: nApproved as revised. (Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 C4s r S, Comp. By: SRW r si Date: 11/15/2017 F , v Public Works Department City of Atlantic Beach Permit No: Address: 283 Belvadere Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 7,500 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 1,527 7,500 1.00 0.20 Pervious 5,973 7,500 0.20 0.16 Runoff Coefficient(C)= 0.36 Runoff Volume V= 0.36 x 7,500 x 9.3 / 12 V= 2,109 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 7,500 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 2,935 7,500 1.00 0.39 %ISA = 39.1% Pervious 4,565 7,500 0.20 0.12 Runoff Coefficient(C)= 0.51 Runoff Volume V= 0.51 x 7,500 x 9.3 / 12 V= 2,982 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 2,982 - 2,109 DV= 873 ft3 Retention Belvadere 283 11/15/2017 6$ OP f Comp. By: SRW Date: 11/15/2017 J\ --.40 ,. r Public\` Works Department City of Atlantic Beach Permit No: Address: 283 Belvadere Provided Storage: Elevation Area Storage (ft) (ft2) (ft3) 9.0 324 0 BOTTOM 18 X 18 9.5 400 181 TOB 20 X 20 Elevation Area Storage (ft) (ft) (ft3) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft) (ft3) 0 BOTTOM 0 TOB Inground storage=A*d"pf A=Area= 400.0 d=depth to ESHWT= 6.5 pf= pore factor= 0.3 Inground Storage= 780.0 ft3 Required Treatment Volume= 873 ft3 Supplied Treatment Volume= 961 ft3 Retention Belvadere 283 11/15/2017 rs >>v r;, 1 E , _ ,, is s V t ,-,� \I, 4r s tCITY OF ATLANTIC BEACH 11 800chSeminole R32233 oad NOV 2 2 2017 '' z. s:a a Atlantic Bea ,Florida NOV 27 2017 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date N17-111 Revision to Issued Permit Corrections to Comments K Permit# VE511-cZ(Vt Project Address Z p3 ibeiv ri, X P t51ee,`- i cults (51(.0(: 1, F I ? 2235 Contractor/Contact Name al E ( f shop Phone , 5'I -U, Email I C-L-1 Cti Cal IC_ • ntt- Description of Proposed Revision/Corrections: Permit Fee Due $ - t? \J L5PC1 house Plans - ,Stc fi s, 5a11Qd 5ckQ VIOX15 - ITU I3Fficiou if Additional Increase in Building Value $ 1� n Additional S.F. N.{k By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department (/ Revision/Plan Review Comments Department Review Required: uildin ,. --- e.4-1,91--419,17,-‘1,11/@,/,-t/Ls Irn Plan g &Zonin i Reviewed y Tree Administrator • Ic1N. -4- 'u• is 7 I 1 les -, /i'0?.2-17 Pu• is Safety Date Fire Services (iJ City of Atlantic Beach APPLICATION NUMBER '' •, Building Department (To be assigned by the Building Department.) 800 Seminole Road r� Atlantic Beach, Florida 32233-5445 S Phone(904)247-5826 Fax(904)247 5 A: on v% E-mail: building-dept@coab.us NOV , Qi 2017 Date routed: I I 13 1 I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: � 6 -S i�A1)d --as\ - Department review required Yes No nn Building 2)Applicant: NT(L k S , (' Lt n C l ` (- %MP-3 Planning &Zoning Tree Administrator Project: \-U-3S\( G1\.e--I--o- ,(v1 t Q1_( LonS-V[AC (\ (Public Work Public Utilities Public Safety Fire Services Review fee $ 4 ° Dept Signature .<",4-f Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: oved. nDenied. [—Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING )457-C- W j � Reviewed by: Date: /(//‘://7 TREE ADMIN. Second vA roved as revised. pp ❑Denied. nNot applicable P WORK$ Comments:Reiew: ❑ )6nLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 I CITY OF ATLANTIC BEACH ., LI Vi ' s� �. :., � 800 Seminole Road NOV 2 2 2017 .' Atlantic Beach,Florida 32233 N� V272017 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date 11� 1 i i Revision to Issued Permit _ Corrections to Comments x Permit# \ - O2(i Project Address 2-S6 bel\IP 'i P_ (cylfeei Atlantic bi.ciah, Contractor/Contact Name al Pi Shc 7 Phone '31 0, X Email 160 6C)CChtlC• MI- Description of Proposed Revision/Corrections: Permit Fee Due$ - nou5e QIca5 5Lkd stic ytan5 - Ir.Q Q Aficvif Additional Increase in Building Value$ Additional S.F. N I By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments 1.61"i t-1 i 3 ,(i20 1/4/4"--t- Department rL- Department Review Required: uildin Planning &Zoniniff) Reviewed By Tree Administrator •u• is Works- Pub is l i i reser // 2- ( 2 Pu• is Safety Date Fire Services O�J City of Atlantic Beach <`1 PUBLIC UTILITIES DEPARTMENT • ;y, 1200 Sandpiper Lane Atlantic Beach, FL 32233 ,_ `.• / (904) 247-5834 NEW WATER / SEWER TAP REQUEST Date /1 –/ 5—–/ 7 Project Address 28 3 oC///EIS E jZC 5T- Number of Units / Commercial Residential 17 Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) �c{ New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITY STAFF USE ONLY Application# SCS I 1 - Q Z(o I RCi)i__d6 (/�'�z/v T i Water System Development Charge $ A/o S.00 is ',E–`Q Sewer System Development Charge $ Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ Lam, (DO Other $ TOTAL $ 5h 1 O (Notes) APPROVED Kayle Moore, P.E. -- Date ///6/ 7 Public Utilities Director or Authorized Signature ((( ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED 11 1 .48S 4/1/e t#4t,-49 ..AAA _ -APtOf .___ La- itv ic 'itr 1 1 It -tW I 13617 ..--- _ , \/;;,ro 2 7) - -___ -42(11-46,•24.----IL___124- ..., 1 0 ...- ii,) b..../e,„ „.. : , e i v /: , 4 • . . • _ .• . • - t , . . •,. . ... .... ,,,, ti 1 OFFICE COPY Permit Number: (2'6'S /7 -0_G./. City of Atlantic Beach Permit Number: PRODUCT APPROVAL INFORMATION SHEET (PAIS) Project Name: American Classic Homes LLC Project Address: 2 ' e t'i dere, k HcAntic. eX1120n F t 322. Contractor: Roger Zeigler As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.org. Category/ Manufacturer Product Description Code FL# Expiration Subcategory Version A. Exterior Doors 1. Swinging Masonite International Wood-edge steel Door 2014 4904.3 12/31/2020 1. Swinging Masonite International Exterior Fiberglass Door 2014 8528.1 02/28/2021 1. Swinging Masonite International Fiberglass Side Hinged Door Unit 2014 8228.2 12/31/2020 Opaque Ins swing single or double w/or w/o side light 2. Sliding MI Window and Doors General 910/3910 SGD 2014 17880.1 2/25/2019 Aluminum Company Garage Doors Amar Garage Doors 1000 Series 8'x7' 2014 5302.7 01/01/2025 c Garage Doors Amar Garage Doors 1000 Series 16'x 7' 2014 5302.4 01/01/2025 B. Windows 1. Single Hung Ml Window and Doors General 3540 SH 2014 17676.1 04/12/2018 Aluminum Company 1. Siding James Nardi Bldg. Products Fiber-cement Lap Siding 2014 13192.1 01/01/2018 2. Soffits Kaycan LTD Vinyl/Aluminum series 2014 16503.1 12/31/2018 1. Asphalt Shingles Tamko Shingles 25 year Elite 2014 18355.1 01/07/2019 1. Asphalt Shingles Tamko Shingles 20 year Glass Seal 2014 18355.1 01/07/2019 2. Underlayments RhinoRoof Underlayments Synthetic roof underlayments 2014 15216.1 11/17/2017 F. Structural Wood Connector/Anchor Simpson Set Epoxy/Epoxy Adhesive 2014 15730.5 12/31/2017 Components Strong Tie Co Truss Plates ITW Building Components Group Metal Connector Plate 2014 1999 12/31/2020 Inc. / Paslode Truss Plates MiTek Industries, Inc. MII 16 2014 2197.2 12/31/2017 Truss Plates MiTek Industries, Inc. MT20 2014 2197.4 12/31/2017 Engineered Lumber Weyerhaeuser TJI 210 2014 1630.2 03/31/2018 Engineered Lumber Weyerhaeuser TJI 110 2014 1630.1 03/21/2018 Engineered Lumber Boise Engineered Wood Products Versa-Lam 2014 1644.1 01/01/2035 Wood Connectors Simpson Strong-Tie Co. HTT4, HTT5, HTT5-3/4 2014 10655 12/31/2017 Hurricane Tie Simpson Strong-Tie Co. H2A, H2.5T, H8, HGA10 2014 10446.8 12/31/2017 Straight Strap Simpson Strong-Tie Co. LSTA9, LSTA12, LSTA15, 2014 10852.6 12/31/2017 LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Post Base Simpson Strong-Tie Co. AB44, AB44R, AB46, AB46R, 2014 10860.4 12/31/2017 AB66, AB66R Medium Twist Simpson Strong-Tie Co. MTS12, MTS16, MTS18, 2014 13872.12 12/31/2017 Straps MTS20, MTS30, MTS24C, MTS30C Girder Tiedown Simpson Strong-Tie Co. LGT2, LGT3-SDS2.5, 2014 11473.7 12/31/2017 LGT4-SDS3 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacturer's printed instructions, along with the list above, on the job site available to the inspector Roger Zeigler Company Name: American Classic Homes,LLC Mailing Address: 4550 St. Augustine Rd City: Jacksonville State: Florida Zip: 32207 Telephone Number: (904) 351-0308 Fax Number: (866) 329-6692 Email: Kaz@achllc.net OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 283 Belvedere St 1760N Builder Name: Jacksonville Homes Street: 283 Belvedere St Permit Office: City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(1697.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 1415.30 ft2 b.Frame-Wood,Adjacent R=13.0 282.00 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 10.Ceiling Types (1760.0 sqft.) Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=38.0 1600.00 ft2 6. Conditioned floor area above grade(ft2) 1760 b.Under Attic(Vented) R=19.0 160.00 ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(156.0 sqft.) Description Area a.Sup:Attic,Ret:Main,AH:Main 6 352 a. U-Factor: Dbl,U=0.33 156.00 ft2 SHGC: SHGC=0.23 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 36.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.230 14.Hot water systems 8. Floor Types (1760.0 sqft.) Insulation Area a.Electric Cap:40 gallons EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 1760.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 46.13 PASS Glass/Floor Area: 0.089 Total Baseline Loads: 46.73 I hereby certify that the plans and specifications covered by Review of the plans and .. ' THE ST,11'.• this calculation are in compliance with the Florida Energy specifications covered by this 1, : : ,FO,,e;:; Code. calculation indicates compliance ?y ;,,,�''.` _• -.. •,•: with the Florida Energy °,':� Code. E.fro • `' :O� PREPARED BY: Tim isparyan / d Before construction is completed :` r�' " i�:t 1/8/2017 I cd i q. �--'1 i 0 DATE: - this building will be inspected for ; O : y compliance with Section 553.908 * � ¢ - .. . ;` ;` Florida Statutes. r' :" I herebycertifythat this building, as designed, is in compliance ` ,c, 9, 9 P :�'"'-".•...............-fig with the Florida Energy Code. • ........fVE" -- OWNER/ATT. AUL. _ .�1�I, ,NI .............. I __ BUILDING OFFICIAL: /' ' _-- DATE: l DATE: /(- /'_/ - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1,2017 this project requires an envelope leakage test report with envelope leakage no greater than 6.5 ACH50(R402.4.1.2). 11/9/2017 10:36 AM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 1 of 4 t FORM R405-2014 WALLS V Adjacent Cavity Width Height Sheathing Framing Solar Below # OmtTo Wall Type Space R-Vatup Ft In-_ Ft In .- - _. .-°• _ 1 S=>NW Garage Frame-Wood Main 13 18 11 8 151.3 ft2 0.23 0.75 0 2 W=>NE Garage Frame-Wood Main 13 16 4 8 130.7 ft2 0.23 0.75 0 3 S=>NW Exterior Frame-Wood Main 13 14 4 8 114.7 ft2 0.23 0.75 0 4 E=>SW Exterior Frame-Wood Main 13 1 8 8.0 ft2 0.23 0.75 0 5 S=>NW Exterior Frame-Wood Main 13 4 4 8 34.7 ft2 0.23 0.75 0 6 W=>NE Exterior Frame-Wood Main 13 5 8 8 45.3 ft2 0.23 0.75 0 7 S=>NW Exterior Frame-Wood Main 13 10 11 8 87.3 ft2 0.23 0.75 0 8 E=>SW Exterior Frame-Wood Main 13 46 8 368.0 ft2 0.23 0.75 0 9 N=>SE Exterior Frame-Wood Main 13 48 8 8 389.3 ft2 0.23 0.75 0 10 W=>NE Exterior Frame-Wood Main 13 46 8 368.0 ft2 0.23 0.75 0 DOORS V # Omt Door Type Space Storms U-ValueWidth Height Area Ft In Ft In 1 S=>NW Insulated Main None .4 2 8 6 8 17.8 ft2 2 S=>NW Insulated Main None .46 3 6 8 20 ft2 WINDOWS Orientation shown is the entered orientation(_>)changed to As Built(rotated 135 degrees). Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S=>NW 3 Vinyl Low-E Double Yes 0.33 0.23 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 1 2 S=>NW 7 Vinyl Low-E Double Yes 0.33 0.23 20.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 1 3 E=>SW 8 Vinyl Low-E Double Yes 0.33 0.23 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 1 4 N=>SE 9 Vinyl Low-E Double Yes 0.33 0.23 45.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 1 5 N=>SE 9 Vinyl Low-E Double Yes 0.33 0.23 40.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 1 6 W=>NE 10 Vinyl Low-E Double Yes 0.33 0.23 6.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 1 GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 399 ft2 399 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .00033 1525.3 83.74 157.48 .2544 6.5 11/9/2017 10:36 AM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 283 Belvedere St, Atlantic Beach, FL, 32233 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 1415.30 ft= b.Frame-Wood,Adjacent R=13.0 282.00 ft 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=38.0 1600.00 ft2 6. Conditioned floor area(ft2) 1760 b.Under Attic(Vented) R=19.0 160.00 ft2 7. Windows'* Description Area c.N/A R= ft2 a. U-Factor: Dbl,U=0.33 156.00 ft2 11.Ducts R ft2 a.Sup:Attic,Ret:Main,AH:Main 6 352 SHGC: SHGC=0.23 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 36.0 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 36.0 HSPF:8.20 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.230 8. Floor Types Insulation Area 14.Hot water systems a.Electric Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 1760.00 ft2EF:0.92 b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building "'•Stt'E ST .. Construction through the above energy saving features which will be installed (or exceeded) ' off.- ; `�44%-.•. in this home before final inspection. Otherwise, a new EPL Display Card will be completed '' % based on installed Code compliant features. _ _,•::; o Builder Signature: Date: �� x J _,, a 1 P \ -: . «' , a ,x Address of New Home: 2.8 la)vt\imo i 5 Q1A City/FL Zip: P\ 1Q. .4 �r..... `�.`'SSS..;. *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 11/9/2017 10:36 AM EnergyGauge®USA-v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ❑ R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ❑ R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches(89 mm)in the hot water distribution line and cold 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 ▪ R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 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 burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. • R403.4.4.2.1 Solar water heating systems.Solar systems for domestic hot water 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 Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. c) 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. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety 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. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 11/9/2017 10:36 AM EnergyGauge®USA-v5.1 - -Section R405.4.1 Compliant Software Page 2 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 283 Belvedere St 1760N Builder Name: Jacksonville Homes Street: 283 Belvedere St Permit Office: City,State,Zip: Atlantic Beach, FL,32233 Permit Number: Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic 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/door jambs and framing and skylights and framing shall be sealed. Rim joists 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 fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall ' Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. 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 11/9/2017 10:37 AM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 1 of 1 +�+ wrightsoft Manual S Compliance Report o Entire House By. Avalon Heating and Air Plan: 1760R 3665 Spring Park Rd,Jacksonville,FL 32207 Phone:9042451818 Email:avalonhvac@gmail.com Web:wwwavalonac.com License:CMC1249968 Project Information For Jacksonville Homes LLC 283 Belvedere St,Atlantic Beach,FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 92.8°F Sensible gain: 25573 Btuh Entering coil DB: 75.0°F Outdoor design WB: 77.3°F Latent gain: 5483 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 31056 Btuh Indoor RH: 50% Estimated airflow: 1153 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ARUF37C14A Actual airflow: 1153 an Sensible capacity: 26048 Btuh 102%of load Latent capadty: 9152 Btuh 167%of load Total capacity: 35200 Btuh 113%of load SHR: 74% Heating Equipment Design Conditions Outdoor design DB: 31.8°F Heat loss: 25354 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Goodman Mfg. Model: GSZ140361 K+ARUF37C14A Actual airflow: 1153 tfr r r Output capacity: 32800 Btuh 129%of load Capacity balance: 27 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Goodman Mfg. Model: n/a Actual airflow: 1153 am Output capacity: 7.8 kW 105%of load Temp.rise: 33 °F Meets all requirements ofACCA Manual S. 2017-Nov-06 09:12:19 41- wrightsoft Right-Suite®Universal 2017 17.028 RSU23882 Page 1 ACCP, ...Dropbox\Duct Layouts\283 Belvedere St 1760L.rup Calc=MJ8 Front Door faces:NW N Level 1 l • Family Room Master Bedroom • Bed2 014x6 273cfm ® 14x6 211 cfm f- — eepprooperrICI Linen 184 cfrn 7" • athroom 4 8" 8cfm • • 4, • Bath M ester Bath 55 cfm Ut11'4 i 4 cfm • C • Kitchen 4„ ia. ,x6 12" 65 cfm YHall ,; — - Bed3 7^ LT 127 cfm • • ,, I • T 1 7.. „ 17 cfm "' 1cfrn e . g Garage 21, 4x6 • • "'.,128cfm' •113cfm 1.01 114cfm Bed4 — • 1 Job#: Avalon Heating and Air Scale: 1 : 88 Performed for: Page 1 Jacksonville Homes LLC 3665 Spring Park Rd Rght-Sute®Universal 2017 283 Belvedere St Jacksonville, FL 32207 17.0.28 RSU23882 41 Atlantic Beach, FL 32233 Phone: 9042451818 2017-Nov-06 09:1176 youts\283 Belvedere St 1760L.rup wuwvavalonac.com avalonhvac@gmail.com Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfrn) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb5 Oxo 1153 1153 58.3 0.139 652 18.0 Ox 0 VIFx 2017-Nov-06 09:12:19 wrightsoft Right-Suite®Universal 2017 17.0.28 RS U23882 Page 2 ACCIk ...Dropbox\Duct Layouts\283 Belvedere St 1760L.rup Calc=MJ8 Front Door faces:NW MAP SNOWING BOUNDARY, TOPOGRAPHIC TREE SURVEY WITH PLOT PLAN OF SOUTHERLY 112 LOT 455 AND LOT 456 AS SHOWN - ON MAP OF SALTAIR SECTION 1 AS RECORDED IN PLAT BOOK '10 PAGE 8 OF THE PUBLIC; RECORDS OF DUVAL COUNTY, FLA. CERTIFIED T0.• AMERICAN CLASSICHOMES,' LLC RENCHM,�* L' END NAIL do DIS#3857 Z �9��95 Wll1 �® U17C5 Q, li (sYl ELEVATION: (9:74) 74) 1 � � BUILDERS ENDORSEMENT ELEVATIONS SHOWN OXQQ ' SIGNED-, HEREON REFER TO NAVD 'M17 l�-/ LOow VWMW 1�1�� �Q NAME: OF 1988 DATE: �!1 DIMENSIONS SHOIMN HEREON ARE PER FOUNDATION PLAN •-, ca A' K� o ^ W � p4 3Q 0 4 > tib, �4 SOUTHERLY 1/2 LOT 455 AND LOT 456 PLAN 1111760 LOT SIZE 7500+ SQ. FT. DRIVEWAY TO R/W 319+ SQ. `FT. ENTRY WALK 67+ SO. FT. APPROXIMATE SIDEWALK N.A. RIGHT--OF-WAY LENGTH 75 FT. TOTAL IMPERVIOUS AREA 2856± SQ. FT. 38X 1001 "$ CROWN 111-c 1 c /W OF ROAD ,r f/ rt, 9,78 1'�$ ° T'SMA! to? r' 25 )o OF s 4• c ° sp LOr 45g / ` --174 NAINktry0 Cr lFriv :.� 7S/� f� 9.2 .28 `c r Q w '� 4' cry N r /u . i''" 9.2 .22 8' Com. U9.1 �• ' 0, t1 " r$ 33"SG 6 —p I -.. ` O A 9.2 13"PM 1 45.0• 24"SG <O¢5S 7 9.2-' .r w OF ROAD—�q N _ t 4 Uq$Z5' 9.834.7 0v r �� p a t 6.7- 1.0 o N7g,�•,, , tt a p W .6 k =: 12"PLI1 V +� o aW 1 QST OSEQ 1 i � '• . (/ O o� trj MrrR .© oa PLA fNG'E W qIp 760 67 t 9 00' CROWN r" 2p 0 i Q80, OF ROAD--@ 9.91 17 184• 11 48"CD L� "•, 0' t1t .O _ "~""" 12"Phi (i l CD L 0 116 "Q 4 S 6 N a&lu k 5 BSL. `"r-�.w a+`� �t' t •`� I,• N�sA 7?p• , -_ o 1 . EE LEGEND 100, ,464 `' O*CH 0 10" CHERRY to ONGE 0. f• 0"SG 0 10" SWEETGUMfw1 s, 0"LO 10' LIVE OAK f+ NOTE` " O) 0 DENOTES FOUND 1/2" O"WO � 1D" WATER OAK � SIDE/FRONT BUILDING TIES ARE IRON PIPE NO I_D. � � UNLESS OTHERWISE NOTED TO THE FOUNDATION. V O PM 10" PALM Q - FND NAIL .-& DISK LB 5879 O"CD 10" CEDAR UNLESS '{� �v1A� UNLESS OTHERWISE NOTED DENOTES WOOD POWER POLE ADDEDTO DRAWING 11-07-2017 (OFFICE) U�1 i1 �`- � , TVRB - DENOTES TELEVISION RISER BOX LOT & NO 1SE STAKE OUT (GOOD-SEr F.F.E.); W.O./ 158484; 09-25-17 (FIELD) TRB ->. DENOTES TELEPHONE RISER BOX OOOO� DENOTES TOPOGRAPHIC SPOT ELEVATION (HARD SHOT) THIS SURV rY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. DENOTES. TOPOCRAPHIC SPO` ELEVATION AGROUND 'SHOT) WM°�DENOTES TEMPORARY WATER METER THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN OO.O-x y ONTHISS JRVEY THAT MAY BE :FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT' SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONES "X" AS SHOWN ON FLOOD INSURANCE RATE' MAP 0378: H'FOR ST. JOHNS COUNTY, FLORIDA, F.LR.M INDEX DATE 09»-02»04 ALL AMERICAN SURVEYORS OF FLORIDA., INC. LAND S WYM -3731 SAN J05E AUC& SU/fE 15 - "30MJ.& FLOMX 32257 - W$1279 -OM - LJIrDM LAND BTJSfNESS M0. 3B57 Legend = 5 ur.FX_ nNW FLOOR Et"MM THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE cavam= FOM 1.b.0 a � SUPERVISION ANT? DIRECTION THAT THERE ARE, NO ENCROACHMENTS EXCEPT AS SHOWN = 4 MY � �arT P,R.M, • PDOMENT F 7ER� AND THAT THE SURVEY SHOWN HEREON � MEETS THE MINIMUM TECHNICAL STANDARDS — PL MorL'°NCAM a "ON11°mt SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IRON PIPE. RT, . PW OF TMOCO T ALL Om I Pte', �' m P� PURSUANT TO "CHAPTER 472.027 / CHAPTER 61G17-6CUME, FLORIDA STATUTES. A' oaTA ANoiE P Ric - POW Powr oaF R E ararE AMERICAN A P.C.O. • Pan or Cowaom c SURVEYORS AFaw SURVEY NOT VALID UNLESS EMBOSSED BY SEAL . AAw RC Lp+cTN SRI . FLUF O rasTwcIION OF FLORIDA, C ra.0 . FLorow PORER t erCNT JAMES D. HARRISON, JR, Na 2647 (R am ov.) - >� INC. P MT NW . NATI&K OFOOFTT IC VERRCAL wTUM MICHAEL A. GARREii, No. 6643w7 +y . RAONL UNE 100. t ml AMERI M VulwA AM 1"ffi20' /1�..`/i Ql. / CEN. iUIE N.TS. NOT to SCALE SCALE . NW -CF -WAY L" LICENSW BUSOM /� . ACIW4L P.I. s POINT OF W1 IION - J / 9 WW WM OF WMM wnwms To . TOP OF BANR DATE 10-25-1 FLOWAKGISTIERED SN&VOR AW MAPPER =8 F.B. PINT D C. 82843=1591'05 DR 8Y TNG WR P:\2017' (81358) ORDER No. 159106—BND—TOPO-TREE-PP FILE 82843 MAP SHOWING BOUNDARY, TOPOGRAPHIC TREE SURVEY WITH PLOT PLAN OF SOUTHERLY 1/2 LOT 455 AND LOT 456 AS SHOWN ON MAP OF ,SALTAIR SECTION 1 AS ' RECORDED /N PLAT BOOK 10 PAGE 8 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: AMERICAN CLASSIC HOMES, LLC i NDD N A9@k FN,.DISK #3857 ELEVATION: (9.74) , BUILDERS' ENDORSEMENT ELEVATIONS SHOWN r SIGNED: HEREON >REFER TO NAVD NAME: OF 1988' r DATE: i DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN S00HERLY'1/2 LOT 455 AND LOT 456 PLAN 1111760 LOT SIZE 7500+ SO. FT. DRIVEWAY TO R/W 319+ SO. FT.. ENTRY WALK 67± SCI. FT. t N.A. RIGHT—OF-WAY LENGTH 75 FT. TOTAL IMPERVIOUS AREA 2856± SQ. FT. 38X aw S:s Roo z o c o ,1 JA S00HERLY'1/2 LOT 455 AND LOT 456 PLAN 1111760 LOT SIZE 7500+ SO. FT. DRIVEWAY TO R/W 319+ SO. FT.. ENTRY WALK 67± SCI. FT. APPROXIMATE SIDEWALK N.A. RIGHT—OF-WAY LENGTH 75 FT. TOTAL IMPERVIOUS AREA 2856± SQ. FT. 38X a it I U) .� x375-00. r4 '0 -CROWN �" (7 , ,� �OQ00• OF ROADlw 9,3e 9.8 'BZW r 1_8 I ft)4,DFR 25p Of L ,r 9: a CI SQ Ot 4S$ SN IVtv/ J,;, ;, 9.2 .28 cis �¢ 4 �++ P cwa • W rrR/, ,• 2 �%' 9.2 22 • e' �M�,E' �$ D, sTT M io " X9'7-�" $ $/ 9.1 2 MT ! �" s.OIJ �`'. ._14"PM j a r Zig 9`` _ rf ERLY' i/� of -sc + -33'Sc °' N AI �" c UVB. 4 .2 13"PM T N 4 46. LOr 24 -SG ` � _ cRt1wN x q ` ° 3, �� w Q• +�. .... 455 9.2'` " V, 4 M,, az 3:83 9.7 .6 OOw ti r Opp CI o USTOAi NMI SD p LAN DENCE,. '$Nz .• r G aq 8760 a Rs':'~� TI9,2 firoftE �4t$ pQ• CROWN 0' r°�0) zo10 OF ROA 9.91 9.716 11 N 4$p s IOC 4• 48" 0 I rmy 12"PMTsai �:,'% co 0 ar�Eu a T 5 6 if 2 N 7g AN TREE' LEGEND �w 1Q0/ _ t " 1O'CH 10" CHERRY to• Wt N.7. 9. 1 2 O �q 2 10 -Sr. 10- SWEETGUM 2 B� 10"L0 10" LIVE OAK p' NOTE: 0) 0 - DENOTES FOUND 1/2" 10"WO 10" WATER OAK SIDE/FRONT, BUILDING TIES. ARE g TO MON PIPE NO 1,D, TO THE FOUNDATION. t} UNLESS OTHERWISE NOTED 10 -PM, 10"' PALM - FNO NAIL, & DISK' LB 5879 _10"CD 10 CEDAR,---- --;---- _--_—;-_- f` UNLESS OTHERWISE NOTED DENOTES WOOD POWER POLE — — ADDED FFE TO DRAWING 11-07-2017 (OFFICE) TVRB - DENOTES TELEVISION RISER BOX LOT & HOUSE STAKE OUT (GOOD -SET F.F.E,): W.O.% 158484; 09-25-17 (FIELD) TRO - OEN07ES TELEPHONE RISER BOX 00.00./X- ` DENOTES TOPOGRAPHIC SPOT ELEVATION (HARD SHOT) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. WM-DENOTES TEMPORARY WATER METER THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN 00.0 -DENOTES TOPOGRAPHIC SPOT ELEVATION (GROUND SHOT) ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS' OF THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED '( THE LOT; SHOWN HEREON IS 1N- THE SPECIAL FLOOD HAZARD ZONES "X" AS ; SHOWN ON FLOOD INSURANCE "RATE MAP0378H' FOR ST 'JOHNS COUNTY, FLORIDA. F.LR.M INDEX DATE -09* -02-04 ALL AMERICAN SURVEYORS OF FLORIDA., INC. MW SUMMS - MI SW XW PW& SUf 15 - 44CX30W r~ aa%ZK =57 - X M/2T9-WM - W040 car eus#g3s A10 W57 e endcW = I.F.E - FINW Ft= a0Xn0N THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER' MY RESPONSIBLE FWD : Fw f O : KWff*VATW R SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN —4 ESMT I P.R.M. PERYMRNT REFERENCE AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS - tpl . MONP„r, OI1mu MM con E NT OFof Tva6ENer T SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND; MAPPERS UL - DIM E Kcp."• P�'"E"T� 'PDAALL .6 +T PURSUANT TO CHAPTER '472.027 / CHAPTER 61G17-6, FLORIDA STATUTES. AMERICAN . DUTA P.C. PANT OF cuNVE PJM - POOF REVERSE CURVE A W+ P.C.C. - mw or cwPawm CLO SURVEYORS aUo�uA FPP�IaA: k ekNr SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA, rfpock JAMES D. HARRISON. JR., No. 2647 c - PIAT Tb NM . GEODETIC VUMCAL DARN MICHAEL A. GARRETi, No. 6643 INC. f . PAD wwa . MONTH AMuwAN VINDI x DATUM E . �+ E KTS. - NOT to sc^f 1" 2O' ///4e7 ao17 RIM RMiR- '-WAY ts . ucam visa= PJ. - PW OF WT�II N (w =ACTUAEON: - EOGE OF NATER 9 TDA • TOP OF IMIW DATE 10-25-17 FLa GIsrERm_ OR WMAPPER =s f.B PRINT _ D C 82843-159106 DR. BY THG DDR. P:\2017 (81358) ORDER NO. 159106-BND-TOPO-TREE-PP FXE 82843 ,I r 11'11"4 r -17.1118- -r 18'9'4 - 1 I 1 I • M yU U 0 U`0U U `�0 U OFFICE COPY i -H0 1 i i _ i � T_ CJ33 CJ33 CJ32 I - • ICJ32 II..." N CJ31 -- r-=�CJ31 IE27 1 F � r -T- -I r -T- -I j N N ,— 1 n 1 1 N fh 1 ✓�O 1 U () 0 1 �28 I 0 0 U I F [- I' hi 1 i i i i i ) i . Fr CJ33 --- CJ32 -.. • -- CJ31 -• I - -- C J N I ! O N c, V r- 0 _� Q QIN Q I a Q QCI) Q < ��, Q it Q Q < • Q <IIIMI _ v � ;Cr N I N 41 . _ ,c, __v E J29 l =F-.. 822 2PLY B21 1 . I B20 • r • i 819 r`-- e818 1 / v - -111u - ; , , , ,( ' ' d IC25 2PLY ..317 C24 b" Io r i-- L - I 0 1112 C23 L_ I 10_'4 D26 L_ B16 3 0 c T'-4'4"- -r- 3'4" T 8'11' -1 1 1 I I I V) O 06 JOB: 414517 LOC: 283 BELVEDERE ST. s-- PLAN: 1760 C RT LANAI C— D DESIGNER: BDE U PITCH: 5/12 m N e, OVERHANG: 16" 0 o o FLOOR SYTEM: N/A WIND CODE: 130 MPH EXPOSURE C CLOSED ALL TRUSS PLATES ARE ALPINE PLATES APPROVAL# 1999-3 ENGINEER OF RECORD PAUL DIAGIACOMO 770 WAKEMONT DRIVE ORANGE PARK FL 32065 PH LICENSE NUMBER ENGINEER OF RECORD TO REVIEW ALL BEAM AND TRUSS ENGINEERING AND SIZE FOOTERS, HEADERS, COLUMNS AND CAPS WHERE NECESSARY. TRUSS FABRICATOR WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROM A TRUSS OR BEAM BEING INADEQUATELY SUPPORTED. HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISEWpof— f2C6"2 v2 APPLICATION PART# APPROVAL# $ o g d g c b _ 1 s-m 1-PLY TRUSS HTU26 FL10655.8 2-PLY TRUSS HGUS26-2 FL10655.1 s F O =ago v� a €ao PLATEHGHT8-1-2 �yogT � g r '-' PLATEHGHT9-1-2 ono79', �y s o E c Z m n s j ami wa �asoj� � L_ Q= dE�os� o Z4' OFFICE COPY •" Alpine, an ITW Company 2400 Lake Orange Dr.,Suite 150 Orlando,FL 32837 • ALPINE Phone:(800)755-6001 aNnwrOMo. alpineitw.com Site Information: Customer: Gleckler&Sons Building Supply Job Number: 414517 JobDescription: 283 BELVEDERE ST. DUVAL CTY Address: City, State,Zip: —Name, Address and License#of Structural EOR if one exists for the building: Name: PAUL DIAGIACOMO License#: PAUL DIAGIACOMO State: Address: 770 WAKEMONT DRIVE ORANGE PARK FL 32065 City, State,Zip: —Job Engineering Criteria: Design Code: FBC 2014 RES View Version: 17.01.00.0525.17 JRef#: 1W5693530008 Wind Standard: ASCE 7-10 Wind Speed(mph): 130 Roof Load(pst): 20.00-7.00-0.00- Floor Load(pst): None 10.00 This package contains a job notes page, 33 truss drawings and 3 details. Item Seal# Truss Item Seal# Truss 1 291.17.1304.24503 Al 2 PLY 2 291.17.1304.27770 A2 3 291.17.1304.38460 A3 4 291.17.1304.41150 A4 5 291.17.1304.44317 A5 6 291.17.1304.46900 A6 7 291.17.1304.49547 A7 8 291.17.1305.02120 A8 9 291.17.1305.05273 A9 10 291.17.1305.07357 A10 11 291.17.1305.09687 All 12 291.17.1305.12650 Al2 13 291.17.1305.18023 A13 14 291.17.1305.20833 A14 15 291.17.1305.24090 A15 16 291.17.1305.26827 B16 17 291.17.1305.42877 B17 18 291.17.1305.45587 B18 19 291.17.1305.49997 B19 20 291.17.1305.54420 B20 21 291.17.1305.59480 B21 22 291.17.1306.10827 B22 2PLY 23 291.17.1306.43213 C23 24 291.17.1306.46813 C24 25 291.17.1306.55980 C25 2 PLY 26 291.17.1307.05297 D26 27 291.17.1307.09213 E27 28 291.17.1307.14903 E28 29 291.17.1322.31278 EJ29 30 291.17.1307.25957 HJ30 31 291.17.1307.31523 CJ31 32 291.17.1307.33930 CJ32 33 291.17.1307.37820 CJ33 wainstur 7_ 51 S FLE /4 A` !4 ° M titk 110.15 ftW • ,,b0" ATE � V:t NO et' RPi 01‘ 3 �{yl LUQ -`�/�� e '..•••�•••��ORO,V` r` 0`.`M-`11 . taw` ,4„,61/0Ngi.� � ' CSU 3 Ytt soUrftrai in- 16 � This document has been electronically signed and sealed using a Digital Signature.Printed copies without an original signature must be verified using the original electronic version. 10/18/2017 Florida Certificate of Product Approval#FL1999 Printed 10/18/2017 1:24:05 PM f Jot-jiugtber. 414517 Ply: 2 SEQN:705255 /T17 HIPM Cust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 1 FROM:RH DiwNo: 291.17.1304.24503 4 Truss Label: Al 2 PLY JB / DF 10/18/2017 i S 5 2 Complete Trusses Required 7' 14'2"3 21'0"1427'9"14 34'6"13 41'4" 41'9" 7' 7I '2"3 I 6,10"11 I 6'8"15 I 6,8"15 I 6'9 "3 I " 12 =5X14 =3X4 =5X6 1112X4 =6X8 =4X10 5 V C D T2 E F G H i8 Ti- T1 T T1 W1, P.• B cni,, in A' t r IN II 3X10(B1) 1112X4 =-H1015 =3X4 =H1015 =4X10 1113X6 �1'4"1 7'1"12 I 6'8"15 { 6'10"11 I TO"7 I 7'1"15 I 6'9"3 7'1"12 13'10"11 20'9"6 27'9"14 34'11"13 41'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.706 E 707 240 B 3820 /1166 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.607 E 310 180 I 3919 /1179 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.124 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.282 C - - B Min Brg Width Req= 1.9 NCBCLL:0.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= - TCDL:4.0 psf BearingB is rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.980 a g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.990 Spacing:24.0" C&C Dist a:4.17 ft Rep Factors Used:No Max Web CSI: 0.948 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE,HS VIEW Ver:17.01.00E.0525.17 B-C 1340 -4415 E-F 1863 -6190 Lumber PurlinsC-D 1892 -6276 F-G 1863 -6190 D-E 2093 -6968 G-H 1163 -3882 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP SS Dense:T1 2x4 SP#2: to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(lbs) :T2 2x4 SP M-31: Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP SS Dense TC 26 -1.39 7.00 Webs 2x4 SP#3:W10 2x4 SP#2: TC 25 7.00 41.75 B-N 4038 -1221 L-K 6971 -2102 Lumber value set"13B"uses design values BC 84 0.15 41.75 N-M 4054 -1221 K-J 4018 -1214 approved 1/30/2013 byALSC g at y OCpurus atanyo n otherwiseds above or below fillers M-L 6344 -1921 PP at 24"OC unless shown above. Nailnote Hangers/Ties Maximum Web Forces Per Ply(lbs) Nail Schedule:0.128"x3",min.nails (J)Hanger Support Required,by others Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @12.00"o.c. Wind C-M 2417 -729 K-G 2372 -708 Webs 1 Row © 4"o.c. Wind loads and reactions based on MWFRS. M D 303 -694 G-J 521 -1387 Use equal spacing between rows and stagger nails D-L 684 -188 J-H 4198 -1257 in each row to avoid splitting. Right end vertical not exp .0 hu& E-K 262 -853 H-I 595 -1842 Special Loads -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) +.•'••� S•••f�/ TC-From 55 plf at -1.45 to 55 plf at 7.00 4 ,•`\>� •• • TC-From 28 plf at 7.00 to 28 plf at 41.75 3 • BC-From 4 plf at -1.45 to 4 plf at 0.00 • • BC-From 20 plf at 0.00 to 20 plf at 7.03 : 0. :�•648 • BC-From 10 plf at 7.03 to 10 plf at 41.75 2 TC- 381 lb Conc.Load at 7.03 i * / /* : * s TC- 167 lb Conc.Load at 9.06,11.06,13.06,15.06 - 17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06 a • • 33.06,35.06,37.06,39.06,41.06 z .0 ; ATE BC- 474 lb Conc.Load at 7.03 y °•• t� ,+ �` BC- 125 lb Conc.Load at 9.06,11.06,13.06,15.06 �S 0' •.,Fi• .O REQ T.-, ••° (4., Sr 17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06 ••..,�,..•• �� �r 33.06,35.06,37.06,39.06,41.06 'yi #0 278 'yr.s/ONM-�,` 10/18/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingins/ailed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE rawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin omponents Group Inc.shall not be responsible for any deviation from this drawin an failure to build the µ,,,�,`O,,pu,., truss in conformance with ANSI 11,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover pagge,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of orooessionar en ineering responsibility solely for the design shown. The suability Suite 150 and use of this drawing for any structure is the responsibility-of the Building Designer per ANSI/TPI 1 SSc.2. Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsate.org i Joblturaber: 414517 Ply: 1 SEQN:705258 /T20 HIPM Cust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Oty: 1 FROM:RH DrwNo: 291.17.1304.27770 • Truss Label: A2 JB / DF 10/18/2017 • 4714 i 9' i 15'9"6I 22'3"5 I 28'7'7 34'11"10 i 41'9" 4'9"14 4'2"2 6'9"6 6'5"14 6'4"2 6'4"2 6'9"6 =5X8 =3X4 =3X4 =5X5 =4X6 =4X8 12 D E F G H I T 5 2X4 M J T C W1 N = :... -.''.:-..'. B l� ma �. =4X6(A2) =3X4 =5X6 =5X6 =4X10 B3 =4X8 1112X6 1'4" 9' 6'5"14 6714 6710 6'8"2 6'5"6 1 9' I 15'5"14 I 21'11"13 I 28,77 I 35,3"10 41,9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.435 M 999 240 B 1659 /465 /902 /- /149 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.001 M 498 180 J 1562 /450 /741 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.096 D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.221 0 - - B Min Brg Width Req= 2.0 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= - TCDL:4.0 psf BearingB is rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.969 a Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.985 Spacing:24.0" C&C Dist a:4.17 ft Rep Factors Used:Yes Max Web CSI: 0.946 Members not listed have forces less than 375# Loc.from endwall:not in 6.50 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 1289 -3425 F-G 1375 -3747 Lumber C-D 1187 -3197 G-H 1375 -3747 D-E 1518 -4029 H-I 853 -2319 Value Set:13B(Effective 6/1/2013) E-F 1594 -4313 Top chord 2x4 SP#2 Bot chord 2x4 SP#2:B3 2x4 SP SS Dense: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3:W11 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC B-O 3109-1297 M-L 4314 -1600 O-N 2920 -1141 L-K 2412 -895 Purlins N-M 4069 -1538 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(lbs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 33 -1.39 9.00 TC 26 9.00 41.75 D-N 1283 -463 H-K 541 -1207 BC 65 0.15 41.75 N-E 267 -525 K-I 2669 -980 Apply purlins to any chords above or below fillers itittaNs4IJ F-L 263 -661 I-J 607 -1505 at 24"OC unless shown otherwise above. figS., FiFL -'9j. L-H 1556 -561 Hangers/Ties •"S,`•.......j(J)Hanger Support Required,by others • • �,♦ • 3 Wind 4' ♦ . • O. •'..848 Wind loads based on MWFRS with additional C&C S . • • member design. : : * s Right end vertical not exposed to wind pressure. i* ; * ; 'g" TE • fp:4: #02784V LS1/ONAL 4 tft;kyluntsuw" 10/18/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)for safely practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face.oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the ,,�,,,wCOMP,,,. truss in conformance with ANSI/IP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawiilg or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessronar engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility"of the Building Designer per ANSIITPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job.Nue ber.. 414517 Ply: 1 SEQN:705261 /T22 HIPS Cust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 1 FROM:RH DrwNo: 291.17.1304.38460 Truss Label: A3 JB / DF 10/18/2017 • 5'9"14 11' 18'54 255"5 32'8"13 37'2"1441'9" 59„14 I 572 I T5'4 H T I- 7,3„8 I- 4'6"2 I 4'6"2 -I 5X8 =3X4 =5X6 5X8 D E F G — 12 2X4 i. H! iLJ ! T 5 p 4X6 C (a) I 0 1112X4 in I n Izi A B - (a) 1 t 4X6(A2) 5X6 =5X6 =3X10 •5X5 1115X6 = 1'4" 11' 7'1"12 T3"8 T3"8 9'0"3 IF 1 11' 18'112 I 25'5"5 I 32'8"13 I 41'9" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:N• PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.301 E 999 240 B 1659 /469 /906 /- /127 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.691 E 722 180 J 1562 /437 /808 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL):0.172 J - - B Min Brg Width Req= 1.7 Mean Height:15.00 ft J Min BrgWidth NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Req= - TCDL:4.0 psf Bearing B is rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 1.000 g a g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.960 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.17 ft Rep Factors Used:Yes Max Web CSI: 0.940 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 6.50 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 1303 -3386 E-F 1361 -3405 Lumber C-D 1165 -3050 F-G 1361 -3406 D-E 1389 -3494 G-H 1047 -2695 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-N 3074-1173 L-K 2449 -838 approved 1/30/2013 by ALSC N-M 2769 -964 K-J 2266 -865 M-L 3515-1239 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member.Or 1x4#3SRB SPF-S or better'T" Webs Tens.Comp. Webs Tens. Comp. reinforcement.80%length of web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. D-N 442 -34 L-G 1132 -431 D-M 863 -345 H-J 1002 -2570 Purlins IfttllUyr�� F-L 247 -397 In lieu of tructural panels or rigid ceiling use purlins ��►S rj ,,�S►i��y, to laterallybrace chords as follows: J f(r Chord Spacing(in oc) Start(ft) End(ft) ••.• . ••.. TC 34 -1.39 11.00 O•••�` • ..._ "\ TC 17 11.00 32.73 Q • TC 39 32.73 41.75 . > BC 86 0.15 41.75 • Apply purlins to any chords above or below fillers i ; O. • •648 at 24"OC unless shown otherwise above. * *• 1 Hangers/Ties * . I�1TE (J)Hanger Support Required,by others ~ I.• •••cc I Wind ,',ii�("A••••/,4-004 1)" .. v, Wind loads based on MWFRS with additional C&C 44 e'(�c••.......•• ,Ni,,.. 46- member design. �4i��4ss'i A'^ #0 278 -wit/uti laut"' 10/18/2017 *'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing.and bracin� Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI an SBCA)fb)safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for_permanent lateral restraint of webs shall have braacingq insalled per BCSI sections 63,67 or B10, as applicable. AppTy plates to each faceotruss and position as shown above and on the JoinfDetalls, unless noted otherwise. Refer to ALPINE E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Compon nts Group Inc..shall not be responsible for any deviation from this drawing,an failure to build the µ ,,,r, COMPANY. truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionar engineering responsibility solelyfor the design shown. The suitability PI and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/T1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: wwwiccsafe.org Orlando FL,32837 , Job.iluaiber: 414517 Ply: 1 SEQN:705264 /T24 HIPS Cust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 1 FROM:RH DrwNo: 291.17.1304.41150 ' Truss Label: A4 JB / DF 10/18/2017 • 52149'0"9 13' 19'1"4 24'9"5 30'813 35'8"8 . 41'4" 5'2"14 I 3'9"11 I 3'1 1"7 6'1"4 5'8" 5'11"8 I 4'11"11 I 5'7"8 Er--5X8 _ 1112X4 _ D 3E4 T2 F -5G V \U C/ 0 MI 5 2X4 1112Xd H En B 3X4 n - � J q �S �i - - c T P.� =H1015 =3X4 =3X4 =5X8 =3X4 =_3X 3X6(C6)-r- ) =3X10(A1) 0 2.5 12 1 40,4" 11'H 13"8 4'910 7'10"14 5912 511"8 511"8 10'7"3 3"8 51"2 I 13' I 18'912 I 24'9"5 I 30'8"13 I 41'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.415 E 999 240 P 1517 /422 /819 /- /136 /3.5 BCLL: 0.00 Endosure:Closed Lu:NA Cs:NA VERT(TL): 0.966 E 497 180 Q 1592 /438 /847 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.185 I - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.430 I - - P Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Q Min Brg Width Req= 1.5 TCDL:4.0 psf Bearings P&Q are a rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.972 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.975 Spacing:24.0" C&C Dist a:4.13 ft Rep Factors Used:Yes Max Web CSI: 0.782 Members not listed have forces less than 375# Loc.from endwall:not in 13.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE,HS VIEW Ver.17.01.00E.0525.17 A-B 2124-5918 F-G 1290 -3236 Lumber B-C 2191 -5849 G-H 1041 -2710 C-D 1272 -3297 H-I 1080 -2752 Value Set:13B(Effective 6/1/2013) D-E 1344 -3389 I-J 301 -1140 Top chord 2x4 SP SS Dense:T2 2x4 SP#2: E-F 1290 -3236 Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Q-J 1154 -310 M-L 3402 -1166 A-O 5498 -1957 L-K 2477 -831 Purlins O-N 3719 -1356 K-Q 2432 -905 In lieu of structural panels or rigid ceiling use purlins N-M 3003 -1024 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply(lbs) TC 29 0.00 13.00 Webs Tens.Comp. Webs Tens. Comp. TC 33 13.00 30.73 iRUUni• TC 36 30.73 41.33 �+ t /�r4,� O-C 2053 -776 D-M 487 -200 BC 61 0.15 5.09 ��+L' (" '�a,, C-N 404 -871 L-G 949 -375 BC 82 5.09 41.33 ���;.., • ..• �AI't!� D-N 685 -200 I-Q 913 -1805 Apply purlins to any chords above or below fillers ,• (;:,e S , 'Y �fyQ9, at 24"OC unless shown otherwise above. Q •• • 3 • Wind i� : • a Wind loads based on MWFRS with additional C&C ; O• 6848 .. member design. = • / * i I /* 4Y .fi * 1,..,:l Right cantilever is exposed to wind 's §LATE ,,,,yo ••�L oRvo.•• � , #0 ass * tv NAIL' •\..,10 UnlKitrt110" 10/18/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fb'safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicale. Appplates to each face oftrussand position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the ,,,,w;OM,F,,, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing ,, or cover page2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essiona• engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per-ANSI/TPI 1 Sac.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job. utnber: 414517 Ply: 1 SEAN:705267 /T29 HIPS Cust:R9353 JRet: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 1 FROM:RH DrwNo: 291.17.1304.44317 ' Truss Label: A5 JB / DF 10/18/2017 • 5'7141079 15' 21'10"6 28'8"13 34'6"12 41'4" 52"14 I 4,9"11 I 4'11"7 I 6'10"6 I 6,10"6 { 5'9"15 I 6'9"4 w5XX8 1112X4 T2 a.--5X8 E12 5 L/ ' �' -7 3X4 co 1112X� • =H 4 n B AlI � o� N M L K J P � =_H1015 =3X4 =5X8 =3X4 1112X4 =3X6(C6) (C6) w 3X10(A1) 0 2.5 12 1 40'4" 11 H 8 4'9"10 9'10"14 510"6 6'10"6 678511"11 "8 5'1"2 15' I 21'10"6 I 28'8"13 34'8"8 I 41'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.391 M 999 240 0 1517 /228 /826 /- /157 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.910 M 528 180 p 1592 I 196 /854 /- /- /3.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.193 H - - Wind reactions based on MWFRS EXP:C - HORZ(TL): 0.447 H - - 0 Min Br Width Req1.5 Des Ld: 37.00 (TL) 9 = Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 P Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.989 Bearings 0&P are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.989 Spacing:24.0" C&C Dist a:4.13 ft Rep Factors Used:Yes Max Web CSI: 0.888 Members not listed have forces less than 375# Loc.from endwall:not in 13.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) _ Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE,HS VIEW Ver:17.01.00E.0525.17 A-B 2095 -5971 E-F 1168 -2869 Lumber B-C 2175 -5919 F-G 1022 -2b29 C-D 1154 -3005 G-H 1023 -2762 Value Set:13B(Effective 6/1/2013) D-E 1167 -2869 H-I 399 -1328 Top chord 2x4 SP SS Dense:T2 2x4 SP#2: Bot chord 2x4 SP SS Dense Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values P-I 1317 -386 L-K 2386 -784 approved 1/30/2013 by ALSC A-N 5550 -1930 K-J 2461 -864 N-M 3490-1251 J-P 2460 -861 Purlins M-L 2722 -892 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(lbs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 28 0.00 15.00 TC 35 15.00 28.73 tftpt N-C 2330 -842 E-L 239 -388 TC 38 28.73 41.33 ��++ t�/ C-M 426 -911 L-F 610 -244 BC 61 0.15 5.09 ;�J F1.44;'. % D-M 710 -186 H-P 764 -1606 BC 109 5.09 41.33 O� •�. . .••• �AI Apply purlins to any chords above or below fillers .•`:,: S$.•. at 24"OC unless shown otherwise above. Q .' •• • 3 Wind I 4\4t • 0. :4648 • Wind loads based on MWFRS with additional C&C I . • member design. - a * : * _ Right cantilever is exposed to wind i * % •• • S- o ATE + •••cc >. •••kJR • G. 4 $ 4. #0 278 if, S/ONA�E-.41 '`-"unmirwtuuO 10/18/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing.and bracing.,Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA) safely y practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a properly attached rod ceiling. Locations shown for_permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face otruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Componnts Group Inc.shall npt be responsible for any deviation from this drawing any failure to build the µR,,,;,,.,,. truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of oroTessfonar engineering responsibility solely for the design shovwn. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Jobtlup ber: 414517 Ply: 1 SEQN:705270 /T26 HIPS Cust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: I FROM RH DrwNo: 291.17.1304.46900 ' Truss Label: A6 JB / DF 10/18/2017 5'4"10 11'2"5 17' 21'10"6 26813 33'6"12 ' 41'4" '4"10 I 5'9"11 I 5'9"11 4 I '10"6 4'10"6 6' I -I 9"15 I 7'9"4 H 5 =6X6 III2X4 =6X6 D E F C 12 >s3X4 5 L� C k--3X4 G to ,.----3X6 (a) r, B ia) H A !..1 - .. S �1 .---,-,' N M L K J 83 I r rt SS0612 =4X6 =3X4 =5X8 3X4 llI2X4 =4X6(A2)..L • 3X12(A1) 0 2.5 12 Al 4'9"10 I 59"11 I 6'1"3 I 4'10"6 I 4'10"6 I 61111 I TT 8 A 8 5'1"2 10'10"13 17' 21'10"6 26813 33'8"8 41'4" An "8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udef! U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.433 M 999 240 0 1556 /221 /846 /- /177 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.004 M 490 180 H 1554 /177 /820 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.185 I - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.430 I - - 0 Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height 15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.8 TCDL:4.0 psf Bearings 0&H are a rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.991 gg Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.964 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.13 ft Rep Factors Used:Yes Max Web CSI: 0.850 Loc.from endwall:not in 13.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE,18SS VIEW Ver.17.01.00E.0525.17 A-B 2160-6113 E-F 1076 -2592 Lumber B-C 1387 -3832 F-G 1033 -2672 C-D 1094 -2806 G-H 1200 -3350 Value Set:13B(Effective 6/1/2013) D-E 1076 -2592 Top chord 2x4 SP#2 Bot chord 2x4 SP SS Dense:83 2x4 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC A-N 5689-1993 K-J 2393 -763 N-M 5373-1892 J-1 3023 -1033 Bracing M-L 3458-1182 I-H 3027 -1032 (a)Continuous lateral restraint equally spaced on L-K 2526 -811 member.Or 1x4#3SRB SPF-S or better'T" reinforcement.80%length of web member.Attached Maximum Web Forces Per Ply(lbs) with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. Webs Tens Comp. Webs Tens. Comp. Purlins ftigfpgf N-B 1127 -341 D-L 685 -195 In lieu of structural panels or rigid ceiling use purlins f/tp� B-M 768 -1924 F-J 461 -93 J to laterally brace chords as follows: vp,S FL ��a% M-C 603 -148 J-G 307 -656 Chord Spacing(in oc) Start(ft) End(ft) �G••.•. ■ ••.•:/fk C-L 438 -1099 TC 1940 0.00 17.00 ..y� Sp`••• TC 40 17.00 26.73 4 4:$'..0, • TC 29 26.73 41.33 it BC 61 0.15 5.09 1 Q i BC 89 5.09 41.19 �C O. 648 Apply purlins to any chords above or below fillers /* ". at 24"OC unless shown otherwise above. 3 * S / r. iV�uhT/-"' .®• yATE ••cc Wind Wind loads based on MWFRS with additional C&C w ; '�' member design. �%.,�{��.•4•P;!0 R\oA/ 4(7 S #027s 1 t5'/ONAi-' `"ruuu arnuto-off 10/18/2017 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fbsafety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly I attached rigid ceiling. Locations shown for'permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE . drawings 160A-Z for standard plate positions. Alpine,a division of ITW B ild'n Components Group Inc.shall not be responsible for any deviation from this drawin�any failure to build the NlRw:OMPA". truss In conformance with/�NStI/TPI 1,or for handlirip shipping,installati nand bracing of,trussesA seal on this dr wi g or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTesstonar engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer pe ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Jobtlulnber. 414517 Ply: 1 SEQN:705273 /T12 HIPS Cust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 2 FROM:RH DrwNo: 291.17.1304.49547 ' Truss Label: A7 JB / DF 10/18/2017 64"312'2"5 19' 24'6"13 30'0"10 35'4"6 41'4" I 5'4"3 { 6'10"1 I 6'9"11 i 516"13 I 5'3"13 I 5'3"13 { 5'11"10 =6X6 =5X6 D E k--3X4 123X4 T2 F 5 L.,.---- c (b) Iiiii;o74 io- 5X6 (b) B (a) H A `9 - IT 0612 =4X8 =3X4 =5X8 E3X4 '4X6(A2) i • 3X12(A1) .. 2.5 12 4'910 6911 7'1"3 679 8'1"7 87"8 1'4" AI 61"2 I 11'1013 I 19' I 24'79 I 32'8"8 I 41'4" A H I "8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.442 M 999 240 0 1597 /184 /847 /- /217 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.989 M 498 180 H 1681 /188 /889 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.185 J - - Wind reactions based on MWFRS EXP:C • g HORZ(TL): 0.415 J - - 0 Min Br Width Req1.6 Des Ld: 37.00 Mean Height:15.00 ft � ) g NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.7 TCDL:4.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.990 Bearings 0&H are a rigid surface. Soffit: 2.00 BCDL:3.0 psf Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.966 Spacing:24.0" C&C Dist a:4.13 ft Rep Factors Used:Yes Max Web CSI: 0.950 Members not listed have forces less than 375# Loc.from endwall:not in 13.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE,18SS VIEW Ver:17.01.00E.0525.17 A-B 2113-6309 E-F 965 -2556 Lumber Wind B-C 1279 -3796 F-G 1120 -3242 C-D 987 -2688 G-H 1173 -3472 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 942 -2319 Top chord 2x4 SP#2:T2 2x4 SP SS Dense member design. Bot chord 2x4 SP SS Dense Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC A-N 5872 -1928 L-K 2406 -649 N-M 5543 -1830 K-J 2754 -846 Bracing M-L 3421 -1032 J-H 3149 -1001 (b)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T" Maximum Web Forces Per Ply(lbs) reinforcement.80%length of web member.Attached Webs Tens.Comp. Webs Tens. Comp. with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. (a)Continuous lateral restraint equally spaced on N-B 1178 -327 D-L 780 191 member.Or 2x6#3 or better"T'reinforcement.80% 1Htildfrt B-M 812 -2126 K-E 663 -185 length of web member.Attached with 16d Box or Gun r �4rpr M-C 618 -122 K-F 274 -591 (0.135"x3.5",min.)nails @ 6"oc. ��►S F�"-! ,'a, c-L 453 -1182 F-J 455 -67 Purlins 4,10:4,..\,Y •';..t S •.•I!V • ld�- In lieu of structural panels or rigid ceiling use purlins -) ' t'I • a to laterally brace chords as follows: > ; Chord Spacing(in oc) Start(ft) End(ft) ; 648 TC 17 0.00 19.00 / ; TC 42 19.00 24.73 / TC 34 24.73 42.72 i * . BC 61 0.15 5.09 5 VAT ;'C� BC 99 5.09 41.119 Apply purlins to any chords above or below fillers Q, ^ •;(� :' at 24"OC unless shown otherwise above. G�,��y0 ••••!�/ O^`o�,••��/�.� f•• ,. c.\ ��. Loading � n ••,A.,.A... Truss passed check for 20 psf additional bottom g0 278 �yis6/O'Y At-�� '� chord live load in areas with 42"-high x 24"-wide funnam11UN t� clearance. 10/18/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI aria SBCA)fo'safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY truss in conformance with ANSI/ PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro7essronar engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job lumber. 414517 Ply: 1 SEQN:705277 /T21 HIPS Cust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 2 FROM:RH DrwNo: 291.17.1305.02120 ' Truss Label: A8 JB / DF 10/18/2017 5'410 I 10'4"9 I 1511" I 21' I 22'813 28'9" I 34'8"6 'I 41'4" 5'4"10 4'11"15 5'6'7 5'1" 1'8" 3 6'0"3 5'11"7 6710 5X8=5X6 E F 5 0 3X4 :5X5 12 D G V 06 6 /2x4 of illliono...._ ./ 1 � H zi �� 0612 =4X4 =3X4 =3X4=5X8 =3X4 =4X6(A2) i • 12(A1) 0 2.5 12 4'9"10 5'1"14 5'4"8 5'4"8 171I 9'1'7 978 1'4" ♦8 51"2 I 103" I 15'7'8 I 21' I 22'7"1 31,8"8 I 41,4" 1 'i I'"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.445 0 999 240 Q 1583 /178 /846 /- /238 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.993 0 495 180 I 1702 /182 /888 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.178 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.399 K - - Q Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.7 TCDL:4.0 psf Bearings Q&I are a rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.997 g Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.966 Spacing:24.0" C&C Dist a:4.13 ft Rep Factors Used:Yes Max Web CSI: 0.985 Members not listed have forces less than 375# Loc.from endwall:not in 13.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE,18SS VIEW Ver:17.01.00E.0525.17 A-B 2046 -6215 E-F 855 -2132 Lumber B-C 1332 -4044 F-G 867 -2366 C-D 1067 -3073 G-H 1050 -3244 Value Set:13B(Effective 6/1/2013) D-E 891 -2352 H-I 1114 -3508 Top chord 2x4 SP#2 Bot chord 2x4 SP SS Dense Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC A-P 5782 -1864 M-L 2115 -519 P-0 5464 -1768 L-K 2679 -757 Bracing 0-N 3655 -1084 K-I 3178 -942 (a)Continuous lateral restraint equally spaced on N-M 2754 -758 member.Or 1x4#3SRB SPF-S or better'T' reinforcement.80%length of web member.Attached Maximum Web Forces Per Ply(lbs) with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. Webs Tens.Comp. Webs Tens. Comp. Purlins IRgltly/ P-B 1133 -320 D-M 374 -948 In lieu of structural panels or rigid ceiling use purlins ��++ ��r/tp� B-O 695-1822 E-M 650 -262 to laterally brace chords as follows: �►J FLk/��i% O-C 620 -157 L-F 655 -216 Chord Spacing(in oc) Start(ft) End(ft) ��•,.. • .r..'r/f C-N 382 -1047 L-G 309 -734 TC 18 0.00 21.00 •..WU S,`�•° N-D 680 -174 G-K 533 -84 TC 21 21.00 22.73 *C$1• r • TC 33 22.73 42.72 > BC 61 0.15 5.09 I ; Q 's BC 100 5.09 41.19 a ; O. 648 : Y Apply purlins to any chords above or below fillers I at 24"OC unless shown otherwise above. * /'* ; * = Loading �i �.• MATE ; Q g Truss passed check for 20 psf additional bottom .. . 4 chord live load in areas with 47-high x 24"-wide % •, 1C/ o ti�T'•' ke .� clearance. g �-y���••..��OR�.•y�`�.��� Wind ''cyskY/ NA1-ti\' 04. Wind loads based on MWFRS with additional C&C #0 278 ' � urrinaitutt►N # member design. 10/18/2017 **WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have braacing installed per BCI sections B3,B7 or B10, as applicable. Applplates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN my COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,Installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing,indicates acceptance of oro-fessronarr engineering responsibility solely for the design shovwn. The suitability and use of this awing for any structure is the responsibility of the Building Designer per-ANSI/1711 S-ec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: wwwiccsafe.org Orlando FL,32837 r Jobtlufnber. 414517 Ply: 1 SEQN:705280 /T37 SPEC Cost:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 3 FROM:RH DrwNo: 291.17.1305.05273 ' Truss Label: A9 JB / DF 10/18/2017 5'410 10715 16'41121'10"6 28'2"1 34'4"15 4 41'4" 5'4"10 5,5'6 5,6"11 I 5'5"12 f 6,3"10 I 6'2"14 6'11"1 5X6 E n 12 :,....--5X6 pz5F 5 (� F 3X4 to C *2)e5, (a > (a) . 3X6 B (e) G H A I 1 31 •�_NrilM L K J m 4X _L e550612 =4X6 =3X4 -5X8 =3X4 ) • 3X12(A1) a 2.5 12 4'9"10 5'5"6 57"2 5'8"14 9'414 10011 1'4" AI„8 5'1"2 I 10'6"7 I 16'1"9 I 21'10"6 I 31'3"5 I 41'4" 1 8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt NA Ce:NA VERT(LL): 0.454 M 999 240 0 1589 /176 /845 /- /247 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.009 M 488 180 H 1709 /179 /886 /- /- /3.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.182 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.404 J - - 0 Min Brg Width Req= 1.6 Mean Height 15.00 ft H Min BrgWidth Req1.7 NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 = Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.972 Bearings 0&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.996 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.13 ft Rep Factors Used:Yes Max Web CSI: 0.888 Loc.from endwall:not in 13.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE,18SS VIEW Ver:17.01.00E.0525.17 A-B 2011 -6246 E-F 829 -2309 Lumber B-C 1287-4011 F-G 1012 -3236 C-D 1022 -3013 G-H 1083 -3516 Value Set:13B(Effective 6/1/2013) D-E 842-2296 Top chord 2x4 SP#2 Bot chord 2x4 SP SS Dense Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC A-N 5812 -1832 L-K 2696 -708 N-M 5492-1738 K-J 2645 -709 Bracing M-L 3624 -1041 J-H 3184 -909 (a)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better'T' Maximum Web Forces Per Ply(lbs) reinforcement.80%length of web member.Attached Webs Tens.Comp. Webs Tens. Comp. with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. N-B 1140 -314 D-K 374 -917 Purlins B-M 394 -420 i f r�►ry M-C 625 1847 K-F 78 E-K 13 9 -765 In lieu of structural panels or rigid ceiling use purlins �+ t 6qy to laterally brace chords as follows: 1►r,7 FL& ��, C-L 390 -1079 F-J 577 -94 Chord Spacing(in oc) Start(ft) End(ft) ��,•.•.�•..�eV+ L-D 654 -180 TC 17 0.00 21.87 4 �.•>4G£ tS •..'{� TC 32 21.87 42.72 $ o •' N•, • BC 61 0.15 5.09 74., BC 101 5.09 41.19 1 i Apply purlins to any chords above or below fillers x O. 6.---648 Y at 24"OC unless shown otherwise above. a • // • !j Loading 'a * Truss passed check for 20 psf additional bottomt4:-;,. : ATE L�J,TG". 1 Q chord live load in areas with 42"-high x 24"-wide '- ; :� clearance. '; t�i<` FL 0 R\O • �`�.a Wind i"i,,',� •'••...••••'• � 4,_ Wind loads based on MWFRS with additional C&C #0 278 `'4,,,`S/QAJA- member design. ""lirsntrwtuu►a' 10/18/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafely pactices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathshall sheathing and bottom chord have a properly attached rod ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCI sections 83,B7 or B10, as applicaSlle. Appllplates to each face,oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin omponents Grou Inc.shall not be responsible for any deviation from this drawin an failure to build the µ,,,,Co,,,,,,,,,. truss in conformance with ANSI/TPI1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro7esseonar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 r JobJ'lymber. 414517 , Ply: 1 SEQN:705247 /T34 HIPS Cust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 1 FROM:RH OrwNo: 291.17.1305.07357 ' Truss Label: A10 JB / DF 10/18/2017 6'1"3 11'6"10 17' 21'10"6 ' 26'813 27'8"8 6'1"3 I 5'5"6 5'5"6 4'10"6 I 4'10"6 11" 1 =4X4 4X4 =3X4 1113X4 E F G T ' H _ — o 3X4I D 12 5 .‘ 11AO)(a) (a) 2X4Itoihs%\olh b r X — B L K J I _ 4X4(A2) =3X4 =5X6 4X8112X6 1'4"� 8'9"14 I 9 8'3"14 9'5"5 , 1'17 8' "14 17'1"12 2671 27 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.090 L 999 240 B 1132 /169 /662 /- /193 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.205 L 999 180 I 1033 /245 /533 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.030 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.068 J - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft I Min B Width Re NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 r9 q= - Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.985 Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.976 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.796 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 627 -2098 D-E 397 -1115 Lumber C-D 569 -1851 E-F 412 -975 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-L 1886 -778 K-J 670 -282 Lumber value set"13B"uses design values L-K 1447 -604 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better'T" L-D 471 -81 F-J 402 -897 reinforcement.80%length of web member.Attached D-K 278 -625 J-H 1077 -380 with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. K-F 552 -198 H-I 385 -1119 Purlins In lieu of structural panels or rigid ceiling use purlins laterally brace chords as follows: 4••••\%\ '`r�S F��I4/h# Chord Spacing(in oc) Start(ft) End(ft) V . . . .•• �j- TC 46 -1.39 17.00 p••. ��/TC 68 17.00 26.73 •• • TC 13 26.73 27.71 3 • BC 106 0.15 27.71 • • Apply purlins to any chords above or below fillers O. : .648 ' St at 24"OC unless shown otherwise above. : /___A_ Hangers/Ties i * : a (J)Hanger Support Required,by others ". / :yl HTE • Wind ,�� + Wind loads based on MWFRS with additional C&C ��'�, 3 •+••.•oR,.•..mac)r�` member design. css/O A'�` Right end vertical not exposed to wind pressure. #0 278 ,"i0 �+urrrnattu+pts � 10/18/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing:and bracing.,Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint Of webs shall have braacingq installed per BCSI sections 83,B7 or B10, as applicable. AppTy plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build1in Components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the ,r,,.Cly truss in conformance with ANSI/IP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing ,,,,, g or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance ofpro essiona engineering responsibility solelyfor the design shown. The suitability and use of this drawing for any structure is thepresponsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.corn;ICC: www.iccsafe.org Orlando FL,32837 Job$lurnber: 414517 , Ply: 1 SEQN:705244 /T33 HIPM Cust:R9353 JRef: 1W5693530008 • 283 BELVEDERE ST. DUVAL CTY Qty: 1 FROM:RH DrwNo: 291.17.1305.09687 ' Truss Label: All JO / DF 10/18/2017 7'11"10 15' 21'4"4 27'8"8 • 7.11"10 - 7'0"6 { 6'4"4 I 6'4"4 -1 =4X8 1112X4 4X4 D E F - M 12 53X4 yr- C (a) i n io •- f-- B `B n�� 4-1A i 0 .1 Idm - J I H G .---4X4(A2) 1112X4 =5X5 =4X8 1112X6 1'4" 7'9"14 77"2 6'4"4 6'4"4 F • A 7'9"14 15' I 21,4"4 I 27'8"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce NA VERT(LL): 0.090 J 999 240 B 1132 /182 /657 /- /172 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.206 J 999 180 G 1033 /272 /529 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.029 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.067 H - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - TCDL:4.0 psf BearingB is rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.994 a g Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.978 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.903 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): - Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 620 -2054 D-E 337 -851 Lumber C-D 461 -1337 E-F 337 -851 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-J 1831 -748 I-H 1160 -481 Lumber value set"13B"uses design values J-I 1826 -749 approved 1/30/2013 by ALSC BracingMaximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better'T' C-I 296 -737 E-H 238 -396 reinforcement.80%length of web member.Attached D-I 488 -87 H-F 1197 -475 with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. D-H 202 -435 F-G 433 -982 Purlins In lieu of structural panels or rigid ceiling use purlins ,. �� ttfntttgrpt�Ntq to laterally brace chords as follows: '�"[[l�>oS F�„Ee-114h, 6. Chord Spacing(in oc) Start(ft) End(ft) 0\.7 ••■w,(:.••+'Y. TC 41 -1.39 15.00 •.•;�� c� •.+• TC 62 15.00 27.71 4 •• ,, • 4414 BC 106 0.15 27.71 3 Apply purlins to any chords above or below fillers I ii ; at 24"OC unless shown otherwise above. s • O. 648 ; + • * _ Hangers/Ties i * • (J)Hanger Support Required,by others S. •• ii* TE +a Wind ''� .• F� ,pQ''•• Wind loads based on MWFRS with additional C&C �%t'��••+•• 0 R •• • 0 member design. , •.,,•.••..• �, 0A Right end vertical not exposed to wind pressure. '����i #0278 yr,sJQNq\- -�` 184.414r ssitot '- 10/18/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingg shipping,installing and bracin Refer to and follow the latest edition of BCSI(Building Component Safety Information,by_TPI and SBCA)fbr safely practices prior to prior ming these functions. Installers shall provide temporary bracingper BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3,B7 or 810, as applicable. Appplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build'nlgCComponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the ,,,.,MN M P, truss in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover pa_ge, 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionar engineering responsibility solely for the design shovwn. The suitability and use of this drawing for any structure is the responsibility of the Building Designer pe ANSI/TPI 1 Sgec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: wew.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32837 Job.,Jumber. 414517 Ply: 1 SEQN:705241 /T32 HIPM Cust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 1 FROM:RH DrwNo: 291.17.1305.12650 Truss Label: Al2 JB / DF 10/18/2017 • 611"10 13' 20'4"4 27'8"8 I6,11"10 I 6'0"6 I 7'4"4 I 7'4"4 4X8 1112X4 4X4 D E F 12 s I/ X4 (a) co io io in B J I H G 1 -.4X4(A2) 1112X4 . ---5X5 =4X10 1112X6 1'4" 6'9"14 6'2"2 7'4"4 7'4"4 I' 1 6V14 I 13' I 20,4„4 I 271,8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA, PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.090 C 999 240 B 1132 /301 /649 /- /208 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.205 C 999 180 G 1033 /311 /517 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.029 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP.C HORZ(TL): 0.067 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - TCDL:4.0 psf Bearing B is a rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.995 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.969 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.824 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 668 -2096 D-E 429 -1098 Lumber C-D 541 -1515 E-F 429 -1098 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-J 1876 -769 I-H 1338 -550 Lumber value set"13B"uses design values J-I 1872 -770 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better'T" C-I 245 -592 H-F 1368 -534 reinforcement.80%length of web member.Attached D-I 448 -69 F-G 429 -975 with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. E-H 281 -470 Purlins In lieu of structural panels or rigid ceiling use purlins ttnUftfi�yl�tq to laterally brace chords as follows: {:�►S F�,t+ �,h� Chord Spacing(in oc) Start(ft) End(ft) �� •�•• . ...• r TC 44 -1.39 13.00 • • •. TC 41 13.00 27.71 ••�� " '�• • BC 88 0.15 27.71 - i • Apply purlins to any chords above or below fillers I :• O :•648 .• • at 24"OC unless shown otherwise above. . • Hangers/Ties * : ••• * s (J)Hanger Support Required,by others =�'• ATE I • •+ a7i_ IATE t� Wind . • 4,/, $ Wind loads based on MWFRS with additional C&C {�'�,� 0R,••.�Pi. R,Qp..•o�k,�+moo member design. pr, '•...*.••...• J0A Right end vertical not exposed to wind pressure. #0 278 9'���yrc� o A/t1L ��" Y+i++tMUW►r 10/18/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing..Refer to and follow the latest edition of SCSI(Building Component Safety Information,byTPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted oherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracingq ins'alled per BCI sections 53,B7 or B10 as applicable. Apply plates to each face,oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.,shall not be responsible for any deviation from this drawin an failure to build the ,,,,,,,�, Y truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawi,g or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of oro-fessionar engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/1'P!1 Sgec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job Number. 414517 Ply: 1 SEON:705238 /T31 HIPM Cust:R9353 JRef: 1W5693530008 • 283 BELVEDERE ST. DUVAL CTY Qty: 1 FROM:RH DrwNo: 291.17.1305.18023 Truss Label: A13 JB / DF 10/18/2017 • 5'994 11' 16'9"3 22'1"1 27'8"8 5'994 I 57 2 I 5'9"3 I 5'3"15 5'7"7 5X6 —=3X4 III 2X4 =4X4 D E F G — in in •12 5 L.,---- a2X4 C V- N B 4=.t A . es , Elsil — K J B2 I H — 4X4(A2) 3X4 =5X5 4X10 1112X6 1'4"1 11' 5'5'11 5'7'7 I 5'7"7 1 11' 16'5"11 22'1"1 27'8"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.084 K 999 240 B 1132 /307 /639 /- /179 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.192 K 999 180 H 1033 /306 /506 /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.025 I - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.058 I - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= - TCDL:4.0 psf Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.995 Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.966 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.579 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.01.00E.0525.17 B-C 745-2078 E-F 401 -1047 Lumber C-D 605-1707 F-G 401 -1047 D-E 588 -1507 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP SS Dense:B2 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-K 1874 -816 J-I 1501 -589 approved 1/30/2013 by ALSC K-J 1523 -605 Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: C-K 233 -387 I-G 1357 520 Chord Spacing(in oc) Start(ft) End(ft) TC 46 -1.39 11.00 D-K 452 -39 G-H 419 -989 TC 54 11.00 27.71 E-I 248 -601 BC 101 0.15 27.71 IlttltAtfrgfli, Apply purlins to any chords above or below fillers rat 24"OC unless shown otherwise above. fiS ! ��41Hangers/Ties • • ••ol� �(J)Hanger Support Required,by others J ` • Wind • a- 648 • Wind loads based on MWFRS with additional C&C i + member design. $ .>k * Right end vertical not exposed to wind pressure. e ; '49,411 9•� ATE •:' � t • rj am,\ qr #0278 ill��Ilk'4.51 S/ONA11s v 'awrwie►w1utt"– 10/18/2017 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fsafety actices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingq ins-tailed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Componnts Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN my COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawirig or cover page 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro ,essionaengineenn responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Desigrier perANSI/TPI 1 Sgec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC. www iccsafe.org Orlando FL,32837 Job Number. 414517 Ply: 1 SEAN:705235 /T30 HIPM Gust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 1 FROM:RH DrwNo: 291.17.1305.20833 • Truss Label: A14 JB / DF 10/18/2017 4'9'14 9' 15'5"3 21'59 27'8"8 I4'9"14 I 4'2"2 I 6,5"3 I 5,11"15 I 6'3"7 5X6 =3X4 III 2X4 =-4X6 D E F G 12 T 5 V ',-----2X4 C ° r � B K J I H 4X4(A2) =3X4 --5X5 =4X10 1112X6 1'4" 9' 6'1"11 6'3"7 6'3'7 1 9' 151"11 I 21'5"1 I 27'8"8 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.115 J 999 240 B 1132 /312 /627 /- /149 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.263 J 999 180 H 1033 /302 /498 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.034 H - - Wind reactions based on MWFRS EXP:C HORZ(TL): 0.078 H - - B Min Br Width Req1.5 Des Ld: 37.00 Mean Height:15.00 ft g NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= - TCDL:4.0 psf BearingB is rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.993 a Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.965 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.613 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 779 -2128 E-F 524 -1390 Lumber C-D 680 -1867 F-G 524 -1390 D-E 728 -1901 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-K 1922 -823 J-I 1902 -733 approved 1/30/2013 by ALSC K-J 1688 -671 Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: E-I 247 -606 G-H 416 979 Chord Spacing(in oc) Start(ft) End(ft) TC 46 -1.39 27.71 I-G 1609 -606 BC 88 0.15 27.71 Aat ly OC us ta any co n ds above or below fillers r�� ad:**� at 24"OC unless shown otherwise above. `7 !" Hangers/Ties ("\\r"•••• � ••• ■ ••• f (J)Hanger Support Required,by others ,,,r.„ S`n'•°'Y� Wind / I. Wind loads based on MWFRS with additional C&C $ member design. 3 �' 8 • Right end vertical not exposed to wind pressure. $ * ; I /* • z ,,40,e4s. ATE % 'A'•esc'°.,QR••• ria #0 278 tif 10/18/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10 as applicable. AppTy plats to each faceoftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE . drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin omponnts Group Inc.shall not be responsible for any deviation from this drawing any failure to build the µ1„,r , truss in conformance with ANSITT 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of orooessronar engineering responsibility solely for the design shown. The suit-ability Suite 150 and use of this drawing, for any structure is the responsibility of the Building Designer pe ANSI/TPI 1 S�c.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com,TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job{Julnber. 414517 Ply: 1 SEAN:705232 /T35 HIPM Cust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL Cr( Qty: 1 FROM:RH DrwNo: 291.17.1305.24090 ' Truss Label: A15 JB / DF 10/18/2017 • 7' 14'1"3 20'9"1 27'3"8 7'8"8 7' I 7'7'3 I 6'7''15 I 6'6"7 51 -6X6 =4XX4 7'2 7X6= 7' =6X10 C 12 II 5 I/ ■ Lu (a) (a) ih o) _ 1i' SI AX1 B3) 1114X4 =H0710 =8X14 II13X U 1'4" 674 6'111 6'117 6'11"7 1----i I-' 6'10"4 I- 13'9"11 I 20'9"1 I 27'818 i H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.282 D 999 240 K 2504 /769 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.642 D 515 180 G 2661 /802 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.052 C - - Wind reactions based on MWFRS Des Lc]: 37.00 EXP C HORZ(TL):0.119 C - - K Min Brg Width Req= 2.5 Mean Height:15.00 ft G Min BrgWidth Req 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 = - rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.998 Bearing K is a Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.950 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.956 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE,HS VIEW Ver:17.01.00E.0525.17 B-C 1751 -5787 D-E 1545 -5132 Lumber Purlins C-D 2033 -6752 E-F 1545 -5132 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP SS Dense:T2 2x6 SP SS Dense: to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. :T3 2x6 SP#2: Chord Spacing(in oc) Start(ft) End(ft) TC 30 -1.39 7.00 Bot chord 2x6 SP SS Dense B-J 5301 -1594 I-H 6761 -2054 TC 22 7.00 27.71 Webs 2x4 SP#3:W6 2x4 SP SS Dense: gC 69 0.15 27.71 J-I 5263 -1592 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Bracing Wind (a)Continuous lateral restraint equally spaced on Wind loads and reactions based on MWFRS. J-C 737 -44 E-H 453 -829 member.Or 2x4#3 or better"T'reinforcement.80% C.-I 1611 -476 H-F 5508 -1657 length of web member.Attached with 16d Box or Gun Right end vertical not exposed to wind pressure. D-H 553 -1767 F-G 810 -2414 (0.135"x3.5",min.)nails @ 6"oc. Ittlinu Special Loads tt�tNyt4� (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) S FLEj�, aTC-From 55 plf at -1.45 to 55 plf at 7.00 CO .•.•• ' •••• /,�iTC-From 28 plf at 7.00 to 28 plf at 27.71 /45. r •` • S` `•••_r• BC-From 4 plf at -1.45 to 4 plf at 0.00 V ••\V • BC-From 20 plf at 0.00 to 20 plf at 7.03 • l • BC-From 10 plf at 7.03 to 10 plf at 27.71 e • TC- 381 lb Conc.Load at 7.03 I O. ;1*648 • TC- 167 lb Conc.Load at 9.06,11.06,13.06,15.06 L • IA 17.06,19.06,21.06,23.06,25.06,27.06 i * i ` * • BC- 474 lb Conc.Load at 7.03 BC- 125 lb Conc.Load at 9.06,11.06,13.06,15.06 $ , ATE �'(_ 17.06,19.06,21.06,23.06,25.06,27.06 $' .rt• Hangers/Ties '�y�i�^1.'•,••••.• OR\••.•��\y�� (J)Hanger Support Required,by others '1/4."61e,lo A,^ � #0 278 ,��'fib�trn'tYtuutltpttta� 10/18/2017 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingghandling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face.oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin omponents Group In .shall not be responsible for any deviation from this drawin an failure to build the h;a, truss in conformance with ANSI/TPI1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essionarr engineering responsibility solelyfor the desi n shown. The suability and use of this drawing for any structure is the responsibilit�of the Building Designer per-ANSI/TPI 1 S'ec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job Lumber. 414517 , Ply: 1 SEAN:705191 /T9 GABL Cust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 1 FROM:RH DrwNo: 291.17.1305.26827 " Truss Label: B16 JB / DF 10/18/2017 2'51 Ida 1" 7"1I3 ,'9"4 I 9'51 16'5"15 1/17,3F7';/3 1----I 3 I 7'07 I 7'0'7 + 1'9"4-I I-29"8--I-1'4""4 T (TYP) m4X4 12 5 (� y33 : : Ill 1 : _ iq B % SC2 Y SC1 �N, 'I M,i,N ii AC m 2X4(C5)�) .3X6(C5) I 1811" - - -I I'1'4" I 18'11" I 1'4"-I 18'11" (NNL) (NNL) I-4'-I I-4'-I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 C 999 240 AC*84 /21 /37 /- /6 /227 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 R 999 180 Wind reactions based on MWFRS Risk Category:11 BCDL: 10.00 Snow Duration:NA HORZ(LL):-0.001 E - - AC Min Brg Width Req= - Des Ld: 37.00 EXP:C HORZ(TL):-0.002 E - - Bearing B is a rigid surface. Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.232 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.031 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.038 Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): _ _ Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) See DWGS A14015ENC101014&GBLLETIN1014 for Top chord 2x4 SP#2 gable wind bracing and other requirements. Bot chord 2x4 SP#2 Stacked top chord must NOT be notched or cut in Webs 2x4 SP#3 area(NNL).Attach stacked top chord(SC)to :Stack Chord SC1 2x4 SP#2: dropped top chord in notchable area using 3x4 :Stack Chord SC2 2x4 SP#2: tie-plates 24"oc.Center plate on stacked/dropped Lumber value set"13B"uses design values chord interface,plate length perpendicular to chord approved 1/30/2013 by ALSC length.Splice top chord in notchable area using 3x6. Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins itttflAtftp$v to laterally brace chords as follows: C�+ t ,, Chord Spacing(in oc) Start(ft) End(ft) G�" F � TC 52 -1.39 2.74 4/N). J •.•• ' ••..• l+ TC 75 2.74 18.92 Sp S +•+ 44, TC 52 18.92 20.31 + BC 75 0.29 18.63 / .� • Apply purlins to any chords above or below fillers ▪ : ; at 24"OC unless shown otherwise above. o. 848 • • • :74 • * C Wind - * : • Wind loads based on MWFRS with additional C&C .1 t member design. '�'4 + 777 • f ,:4 . Truss designed to support 8"maximum gable ''. 0 `•. F �P+• `� ,` end overhang. '�y 4...+•..:O R,•.••` �C 1.�� 14t tY/ONAL��i ' a* #0 278 `h+niufuuu►utit"- 10/18/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing:and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have brating installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to ALPINE . drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the ,,p,,,w Miss in conformance with ANSI/IPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of oroTessionar engineering responsibility solely for the design shown. The suitability and use ofthis drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 150 For more information see this job's general notes page and these web sites. ALPINE. www.alpineitw.corn;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 • Job,Nymber: 414517 Ply: 1 SEON:705193 /T1 COMN Cust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 3 FROM:RH DrwNo: 291.17.1305.42877 • Truss Label: B17 JB / DF 10/18/2017 • 4'5"8 9'5"8 14'5"8 18'1,1" 4'5"8 I 5' I 5' I 4'5"8 =4X4 D il T 12 5 V 1112j4 1112X4 L(h V j a) N V B F I H _L 3X4(A1) =-3X4 =3X4 3X4(A1) 4'7"4 9'8"8 4'7"4 f-1'4" 1 4'7"4 I 14'3"12 I 18'11" 1 1'4" m, Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.062 I 999 240 B 840 /272 /432 /- /117 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.132 I 999 180 F 840 /272 /432 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL):0.041 H - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft F Min Br Width Req1.5 NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 9 = Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.955 Bearings B&F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.966 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.253 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 774-1571 D-E 863 -1547 Lumber C-D 863-1547 E-F 773 -1571 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-I 1407 -621 H-F 1407 -629 Lumber value set"13B"uses design values I-H 871 -362 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at -1.45 to 55 plf at 20.36 I-D 664 -310 D-H 664 -310 BC-From 4 plf at -1.45 to 4 plf at 0.00 BC-From 20 plf at 0.00 to 20 plf at 4.85 BC-From 30 plf at 4.85 to 30 plf at 14.07 BC-From 20 plf at 14.07 to 20 plf at 18.92 nttdlpsitpif BC-From 4 plf at 18.92 to 4 plf at 20.36 ��S F�+� i l�4 Purlins A� •�S ■ ••,.. f�,,�i� In lieu of structural panels or rigid ceiling use purlins V .••••['t Se.' • 'jyy_ to laterally brace chords as follows: •• �•j ` • `{D Chord Spacing(in oc) Start(ft) End(ft) . TC 50 -1.39 20.31 :� • f • O BC 108 0.15 18.77 g . O • Apply purlins to any chords above or below fillers 1 I at 24"OC unless shown otherwise above. i * ; ' /* • * • I Wind 1 .-c,)l's VATS • cc- Wind loads based on MWFRS with additional C&C . ,5)Q +� member design. %., 0"..•••P n0)1 P.*\�.�.`�� ' •ss/a ;;i . ' #0 278 i+nrwituiw• 10/18/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)t r safely actices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for'permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components GroupInc.shall not be responsible for any deviation from this drawin an failure to build the µ wcpw truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing n ",. g or cover page2400 Lake Orange Dr. listing this drawing,indicates acceptance of prooessionar engineering responsibility solely for the design shovin. The suitability and use of this rawing for any structure is the responsibility of the Building Designer per 1 Sec.2. Suite 150 For more information see this job'sgeneral notes rage and these web sites. ALPINE: www.al ineitw.com;TPI: www.t inst.or SBCA:www.sbcindus Orlando FL,32837 j p g p p g; iry.wm;ICC: www.iccsafe.org Job6Number. 414517 Ply: 1 SEQN:705195 /T10 COMN Cust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 3 FROM:RH DrwNo: 291.17.1305.45587 • Truss Label: B18 JB / DF 10/18/2017 4'5"8 9'5"8 14'5"8 18'11" , H 4'5"8 I 5' I 5' I '4'5"8 =4X4 D -r 9 12 5 1112X4 1112X4 In C E cv i') Tr i i b> ;4- B B F Set S- H G =3X4(A1) =3X4 =3X4 --3X4(A1) - h 14 1 4'7"4 9'8"8 4'7"4 4'7"4 I 14'3"12 I 18'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.062 G 999 240 B 843 /273 /431 /- /105 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.134 G 999 180 F 753 /235 /366 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.042 G - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 TCDL:4.0 psf surface.B&F are a Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.968 Bearingsrigid Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.967 RepFactors Used:Yes Max Web CSI: 0.265 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 18.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 501 -1580 D-E 556 -1585 Lumber C-D 525 -1556 E-F 511 -1605 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-H 1414 -443 G-F 1441 -454 Lumber value set"13B"uses design values H-G 880 -303 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) H-D 663 -172 D-G 696 -192 TC-From 55 plf at -1.45 to 55 plf at 18.92 BC-From 4 plf at -1.45 to 4 plf at 0.00 BC-From 20 plf at 0.00 to 20 plf at 4.85 BC-From 30 plf at 4.85 to 30 plf at 14.07 BC-From 20 plf at 14.07 to 20 plf at 18.92 IRpi✓9if/ 4,44 Purlins skSS FL I;11% In lieu of structural panels or rigid ceiling use purlins •,.• ••.• to laterally brace chords as follows: ,•',G S�•�'i' Chord Spacing(in oc) Start(ft) End(ft) 3 •' �.? . TC 50 -1.39 9.46 • TC 51 9.46 18.92 . � BC 106 0.15 18.77 z ; a. 6648 . Apply purlins to any chords above or below fillers = ; i /////// at 24"OC unless shown otherwise above. a * ; %* V : # Wind ,�,: SATE :•tr Wind loads based on MWFRS with additional C&C .. 44/ r member desi n. *•• /C� `OQ,: g AN .••,, O R •, a .• ." . s. � CI `5'i NAl- a ''#0 278 !',fia'ofurrrania0” 10/18/2 01 7 "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fsafelly practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rod ceilino. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to LPA drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin omponents Grou Inc.shall not be responsible for any deviation from this drawin any failure to build the ,,,,,,w CSN, truss in conformance with ANSIIT 11,or for handlirlq,shipping,installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of oroTessionar engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org:SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Job6Number. 414517 Ply: 1 SEQN:705198 /T11 COMN Cust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 1 FROM:RH DrwNo: 291.17.1305.49997 ' Truss Label: B19 JB / DF 10/18/2017 4'5"8I 9'8"13 14'5"8 F ' 18'11" } 4'5"8 5'3"5 4E. '8"11 4'5"8' 3X4 3X4 1112X4 t 3X4 DE F G in T T 5 12 1112X4 C rV 74 B at AIII Mil 1 it J I H J_ 3X4(A1) =3X4 --3X10 1112X6 I-1'4" 1 I ,4'7"4 9'10"4 4'5"8 4'7"4 14'5"8 18'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.056 J 999 240 B 849 /275 /469 /- /116 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.121 J 999 180 H 747 /234 /355 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.034 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 TCDL:4.0 psf Bearings B&H are a rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.952 g g Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.967 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.364 Members not listed have forces less than 375# Loc.from endwall:not in 18.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.01.00E.0525.17 B-C 506 -1600 E-F 247 -704 Lumber C-D 503 -1581 F-G 247 -704 D-E 257 -706 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 - Lumber value set"13B"uses design values B-J 1434 -532 J-I 883 -383 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at -1.45 to 55 plf at 18.92 J-D 684 -172 G-H 299 -748 BC-From 4 plf at -1.45 to 4 plf at 0.00 I-G 956 -336 BC-From 20 plf at 0.00 to 20 plf at 4.85 BC-From 30 plf at 4.85 to 30 plf at 14.07 BC-From 20 plf at 14.07 to 20 plf at 18.92 MBIt Hri/4 Purlins r�S FIX17 , In lieu of structural panels or rigid ceiling use purlins �� +•• ' '•, • A_ 4„, 41414 to laterally brace chords as follows: ,+•+ S�••• Chord Spacing(in oc) Start(ft) End(ft) -.J. ++ �` + s TC 49 -1.39 9.73 • t TC 75 9.73 18.92 - ; :+ BC 107 0.15 18.92 Z •:• O. ; .648 . Apply purlins to any chords above or below fillers m at 24"OC unless shown otherwise above. I * ; / �' Wind ATE I ;loc. Wind loads based on MWFRS with additional C&C % Q ;t4 .� member design. 1''. AN12 S' Pi:.z-OR\ o . "1'-,``, Right end vertical not exposed to wind pressure. 4, �' •........., � S. #0 278 °''-1 ONAk-'� 1 uwruraiitoil 06 10/18/2017 "WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)far safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottomhord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections 03,B7 or B10, as applicable. Applplates to each faceof truss and position as shown above and on the JoiniDetails, unless noted otherwise. Refer to ALPINE' P drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin ompon nts Group Inc.shall not be responsible for any deviation from this drawin an failure to build the ,,,,,,wcpP,,n truss in conformance with ANSI/ 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing,indicates acceptance of roTessronar engineering responsibility solelyfor the design shov�7n. The suitability 9 and use of this aiawing for any structure is the responsibility of the Building Designer perANSI/TPI 1 Sec.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Job,Npmber: 414517 Ply: 1 SEAN:705200 /T14 COMN Gust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 1 FROM:RH DiwNo: 291.17.1305.54420 Truss Label: B20 JB / DF 10/18/2017 478 9'5"811'8"13 1478 16'11" I 4,5„8 I 5' I 2,3„5 I 2,8'11 I 4'5"8 I =3X4 1112X4 =3X4 E F G 03X4 Ja . T T D 12 i 5L„---- 1112X4 C N N n B ;�, A o = ] I J I H 3X4(A1) =3X4 =3X10 1112X6 F-1'4" A 4'7"4 9'10"4 4'5"8 I 4'7"4 14'5"8 I 18'11" A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.060 J 999 240 B 849 /275 /476 /- /137 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.129 J 999 180 H 747 /234 /369 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.020 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL):-0.043 G - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.960 Bearings B&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.972 RepFactors Used:Yes Max Web CSI: 0.363 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 18.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 508-1605 E-F 208 -565 Lumber C-D 501 -1590 F-G 208 -565 D-E 206 -619 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-J 1440 -519 J-I 872 -386 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(lbs) P Webs Tens.Comp. Webs Tens. Comp. (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at -1.45 to 55 plf at 18.92 J-D 704 -177 I-G 842 -311 BC-From 4 plf at -1.45 to 4 plf at 0.00 D-I 226 -390 G-H 307 -747 BC-From 20 plf at 0.00 to 20 plf at 4.85 BC-From 30 plf at 4.85 to 30 plf at 14.07 BC-From 20 plf at 14.07 to 20 plf at 18.92 IfInitts 1pt Purlins �\J S Fiii/]i,i�'�i� 911,4, to laterally In lieu of tructural brace chorrdsls or as follows:id Chord use purlins V.500"• ' •+S`.••'`�A.` Chord Spacing(in oc) Start(ft) End(ft) • \,. ''YY TC 48 -1.39 11.73 • TC 75 11.73 18.92 i 5 BC 107 0.15 18.92 I � t O. ;x•648 •i Apply purlins to any chords above or below fillers - i :111„ at 24"OC unless shown otherwise above. ; * Is * • s • Wind '®:% ATE 0 'Si Wind loads based on MWFRS with additional C&C °•member design. '. � .• .Right end vertical not exposed to wind pressure. 4 F '•'a- a'#0278 1111/4010 10/18/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each faceoftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 60A-Z for standard plate positions. Alpine,a division of ITW Buildin Componentss Groupc1Inc.,shall not be responsible for any deviation from this drawing,any failure to build the COMPANY truss in conformance with ANSI/I-PI 1,or for handling,shipping,installation and braciMIRY/ng of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of orooessronar engineering responsibility solely for the design shown. The suiTability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job,Number: 414517 Ply: 1 SEQN:705203 /T13 COMN Gust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 1 FROM:RH DrwNo: 291.17.1305.59480 ' Truss Label: B21 JB / DF 10/18/2017 4'5"8I 9'5"8 I 13'8"13 I 18'11" . 4'5"8 5' 4'3"5 5'2"3 3X4 E 1112X4 III3X G T 3X4 D 12 5 [:7 "N". 1112X4 O i� C r° io • B A m W L J I H 1 3X4(A1) =3X4 =3X8 1112X6 474 9'10"4 4'5"8 1-1'4" A 4'7"4 I 14'5"8 18'11" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.056 J 999 240 B 849 /275 /480 /- /159 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.121 J 999 180 H 747 /234 /385 /- /- /3.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.016 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL):0.034 C - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 TCDL:4.0 psf Bearings B&H are a rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.974 gg Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.994 RepFactors Used:Yes Max Web CSI: 0.487 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 18.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 505-1594 E-F 188 -491 Lumber C-D 495 -1572 F-G 188 -491 D-E 190 -579 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"136"uses design values B-J 1428 -506 J-I 893 -386 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) J-D 664 -165 I-G 802 308 TC-From 55 plf at -1.45 to 55 plf at 18.92 BC-From 4 plf at -1.45 to 4 plf at 0.00 D-I 251 -511 G-H 315 -748 BC-From 20 plf at 0.00 to 20 plf at 4.85 BC-From 30 plf at 4.85 to 30 plf at 14.07 BC-From 20 plf at 14.07 to 20 plf at 18.92 Purlins tttatdprpy,4 In lieu of structural panels or rigid ceiling use purlins ���$$$lir S FLEA /ry4 to laterally brace chords as follows: a�O4 •.r••t •••. 4 Chord Spacing(in oc) Start(ft) End(ft) {!O p••`Y Se.fr TC 50 -1.39 13.73 • V4 i e .. :114\TC 62 13.73 18.92 i{BC 108 0.15 18.92 . Apply purlins to any chords above or below fillers 1.648 • at 24"OC unless shown otherwise above. $ * : /, a *.I Wind • Wind loads based on MWFRS with additional C&C ? .Q ATE Q c member design. :,� ...� Q .+* 4• <i.._$1. Right end vertical not exposed to wind pressure. ..�/C **. L O R\�.�G��r�� F **•..-.•••• #0278�•.y,,s/QNAl j ' 10/18/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shippin installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)t r safety practices prior to performing these functions. Installers shall provide temporary) bracingper BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attachd rigid id ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingq insalled per BCSI sections B3,67 or B10, as applicatile. Applates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW B ildl1'n Compon nts Group In .shall not be responsible for any deviation from this drawin any failure to build the �„rw;o,uPAN, truss in conformance with ANSIITPI 1,or forfhandling,skipping,installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of orooessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites. ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org JotiNumber. 414517 Ply: 2 I SEAN:705250 /T36 COMN Cust:R9353 JRef: 1W5693530008 • 283 BELVEDERE ST. DUVAL CTY Qty: 1 1 FROM:RH DrwNo: 291.17.1306.10827 " Truss Label: B22 2PLY JB / DF 10/18/2017 I 5 S 2 Complete Trusses Required • • 5109 1010"9 15'9"5 1811" 15'10"1 5'0"8 -I 4'10"12 I 31'11 =4X4 1113X8 E F t' -- 0 a 5x D >411 � ■ Y:" A I ■1 - .4X8(A1) 1114X6 =8X8 =8X8 1113X10 - 4, 1 5'8"5 4'10"12 5'4" 2'11"15 F"14" 5'8"5 I 10'7"1 I 15'11"1 I 18'11" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.131 J 999 240 K 3961 /1179 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.298 J 756 180 G 5012 /1428 /- /- /- /3.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL):-0.031 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL):-0.070 F - - K Min Brg Width Req= 2.0 NCBCLL:0.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 2.5 TCDL:4.0 psf Bearings K&G are a rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.987 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.863 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.923 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 1436 -4863 D-E 344 -1191 Lumber Purlins C-D 996 -3385 E-F 313 -1094 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs) Topchord 2x4 SP#2 to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP SS Dense Chord Spacing(!n oc) Start(ft) End(ft) Webs 2x4 SP#3:W6 2x4 SP#2: TC 26 1.39 15.78 B-J 4459-1312 I-H 2982 -874 Lumber value set"13B"uses design values TC 38 15.78 18.92 9 BC 120 0.15 18.92 J-I 4417 -1300 approved 1/30/2013 by ALSC Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(lbs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on Wind member. Wind loads and reactions based on MWFRS. J-C 1113 -308 D-H 748 -2519 C-I 434 -1456 H-F 2625 -751 Nailnote Right end vertical not exposed to wind pressure. I-D 2422 -705 F-G 700 -2422 Nail Schedule:0.128"x3",min.nails Top Chord:1 Row @12.00"o.c. fftgibt�f Bot Chord:1 Row @ 3.50"o.c. p)�p Webs 1 Row @ 4"o.c. o��.�AS FLE�w/�� Use equal spacing between rows and stagger nails '�/ ,„ in each row to avoid splitting. �.•••• ' `••.•• y,. Special Loads 3 Q •�V' SF• . -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) ' • • TC-From 55 plf at -1.45 to 55 plf at 7.06 $ : O. 648 • TC-From 28 plf at 7.06 to 28 plf at 15.78 3 / . ,: • TC-From 55 plf at 15.78 to 55 plf at 18.92 13 i* t7 • * a BC-From 4 plf at -1.45 to 4 plf at 0.00 1* ; BC-From 20 plf at 0.00 to 20 plf at 7.06 g ' ATE •• BC-From 10 plf at 7.06 to 10 plf at 18.92 €8 ; • �4 e BC-2661 lb Conc.Load at 7.06 .•• 1*,••• 4 BC-1033 lb Conc.Load at 9.06,11.06,13.06,15.06 ;/,��f�A.% •.�••L 0R\Q••• ��T 17.06 . <et '•......••• � 4.-- #0 .r #0 278 (4.,,�s/oNA�- '� " 1ty ptlt"1- 10/18/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall havebracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Aline,a division of ITW Building Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the AN MNCD COMPANY truss in conformance with ANSI/PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of ro7esstonar engineering responsibility solelyfor the design shown. The suitability and use of this droawing for any structure is the responsibility of the Building Designer per-ANSI/TPI 1 Sgec.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE: www.alpineilw.corn;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Job,Number. 414517 Ply: 1 SEQN:705213 /T16 GABL Gust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 1 FROM:RH DiwNo: 291.17.1306.43213 • Truss Label: C23 JB / DF 10/18/2017 1'4"s 17.12 , 7'13^8•"11 9'11.12 16'2"3 16'1P"15- 3 I 873 I 6're 18"19 I-37'12-I-1'4"H (rYP) =4X4 5 12 r, : 3X3 w M SC1 83X3 II ` SC2 v B C ( C T 1 °7, A '• $ Q a a a + =3X6(X4)(C5) J- AA /-'>'-',---'--...-- ..,'''/----/-->'--,- /'R 2 _ 2X4(C5) =3X3 112X6 1. 176"12 1. I-1'4" I 17'6"12 I 1'4'-{ 17'6"12 (NNL) (NNL) I-4'-I F- 4'-I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.044 P 999 240 AA*99 /26 /53 /- /10 /144 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.099 P 631 180 N 293 /101 /196 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.017 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL):-0.039 L - - AA Min Brg Width Req= - NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 N Min Brg Width Req= 1.5 TCDL:4.0 psf Bearings AA&N are a rigid surface. Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.375 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.256 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.286 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) See DWGS A14015ENC101014&GBLLETIN1014 for Top chord 2x4 SP#2 gable wind bracing and other requirements. Bot chord 2x4 SP#2 Stacked top chord must NOT be notched or cut in Webs 2x4 SP#3 area(NNL).Attach stacked top chord(SC)to :Stack Chord SC1 2x4 SP#2: dropped top chord in notchable area using 3x4 :Stack Chord SC2 2x4 SP#2: tie-plates 24"oc.Center plate on stacked/dropped Lumber value set"13B"uses design values chord interface,plate length perpendicular to chord approved 1/30/2013 by ALSC length.Splice top chord in notchable area using 3x6. Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: tRgW4ftg44 Chord Spacing(in oc) Start(ft) End(ft) S keit,* TC 36 -1.39 1.49 `` �j TC 120 1.49 9.98 v •••• ' •••. ,l�i TC 75 9.98 17.56 D••`�y s ,..%•' 'r N4 TC 36 17.56 18.95 • V; • BC 75 0.29 11.33 1 • • BC 71 11.33 17.27 . 0. • a•648 • Apply purlins to any chords above or below fillers 3 • at 24"OC unless shown otherwise above. >: : / • Wind 7.4. • •+ Wind loads based on MWFRS with additional C&C = �f3.• ATE i :,.4 - member design. °•• F P •• J +MEMBER TO BE LATERALLY BRACED FOR ��'�.�/� ••`• OR,Q•••4 NT � .aa HORIZONTAL WIND LOADS. BRACING SYSTEM '���FSS/pNA1-• � `''�� TO BE DESIGNED AND FURNISHED BY OTHERS. #0 278'hIi�i t''' Truss designed to support 8"maximum gable tWaMaou41- end overhang. 10/18/2017 _ **WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI aria SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections 53,B7 or B10 as applicable. AppTy plates each face oftrussand position as shown above and on the Joint"Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Compon nts GroupInc.shall not be responsible for any deviation from this drawing an µ,,, failure to build the ,,;O,,,,,,,,,. truss in conformance with ANSI/TPI 1,or forfhandlig,shipping,Installation and bracing of trussesA seal on this dr3widg or cover page2400 Lake Orange Dr. listing this drawing,indicates acceptance of aroiessionarr engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S$c.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job Humber. 414517 Ply: 1 SEAN:705252 /T15 COMN Cust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 1 FROM:RH DrwNo: 291.17.1306.46813 • Truss Label: C24 JB / DF 10/18/2017 5'313 9'1112 1178 17'6"12 • 5'3"13 I- 4'8" I 1,9"12I 5'9"4 H 4X4 D k 3X4 E 12 5l >"" '''-'2X4 n C EP .. `-O e F in I B G T �� A NM =2X4(A1) 1 J I A H 2X4(A1) =3X8 =3X3 _ 1112X6 k 11'11"4 * 5'7"8 j I-1'4" I 9'11"12 I 71"4 I 55"12 I 1'4"-I 9'11"12 12'1 17'6"12 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pr in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.015 J 999 240 B 536 /159 /313 /- /109 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.056 J 999 180 I 667 /160 /324 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 J - - F 295 /104 /110 /- /- /3.5 Des Ld: 37.00 EXP.C HORZ(TL): 0.026 J - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.0 psf I Min Br Width Re 1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.697 g q= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.816 F Min Brg Width Req= 1.5 RepFactors Used:Yes Max Web CSI: 0.216 Bearings B,I,&F are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver.17.01.00E.0525.17 Chords Tens.Comp. Lumber B-C 455 -638 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values B-J 557 -367 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins C-J 366 -398 E-H 344 664 to laterally brace chords as follows: J-E 410 -398 H-I 340 -724 Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.39 18.95 BC 120 0.15 11.91 BC 66 11.91 17.42 1lttltptrr Apply purlins to any chords above or below fillers Nrlp at 24"OC unless shown otherwise above. /S-- Fi t� 'A/4��hj, Wind ���••r�•,a•'G '+S,C•• ii , Wind loads based on MWFRS with additional C&C Q • \. • Ale .D member design. s3 ' r • 111 0. •64 a% • 7[1 * • -0'• ATE a :• ' Q 0P-.-"):••.4.OR\ � r . � r #027814y,` 1ONA - ' ""Lumnnuao"-- 10/18/2017 'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing:and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections$3,B7 or B10 as applicable. AppTy plates to each face 01 truss and position as shown above and on the JointrDetalls, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Compon nts Group In shall not be responsible for any deviation from this drawin an failure to build the A�,,,y COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,Installation and bracing of trussesA seal on this drawir g or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.aipineitw.corn;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job,Nymber: 414517 Ply: 2 SEON:705284 /T38 COMN Cust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 1 FROM:RH DrwNo: 291.17.1306.55980 ' Truss Label: C25 2 PLY JB / DF 10/18/2017 I 5 5 2 Complete Trusses Required • 4714 9'11"12 11'9"8 17'612 4'3"14 5'7"14 I 19"12 I- 5'9"4 7X8 D \ 'i; H/5X6 E 12 51/ I �2X4 liff / in m v- F cr A I _ . B2 _2X4(A1) 1 K" J I H$G 4X6(A1) 1115X8 1115X6 =3X3 1113X10 i - - 11'11"4 *- 5'78 i I-1'4" 7'1"8 I 3' , 1'1V8 , 5'5"12 7'1"8 10'1"8 121" 17'6"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.065 J 999 240 K 2546 /768 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.148 J 957 180 H 5698 /1679 /- /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.015 D - - F 84 /29 /- /- /- /3.5 Des Ld: 37.00 EXP:C --- HORZ(TL):-0.035 D - - Wind reactions based on MWFRS M Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 K Min Brg Width Req= 1.5 NCBCLL:0.00 TCDL:4.0 psf H Min Brg Width Req= 3.4 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.988 p TPI Std: 2007 Max BC CSI: 0.656 F Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Bearings K,H,&F are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.842 Loc.from endwall:not in 13.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): - Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Chords Tens.Comp. Chords Tens. Comp. Lumber Purlins B-C 880 -2906 D-E 327 -1094 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins C-D 824 -2795 Top chord 2x4 SP#2 to laterally brace chords as follows: Bot chord 2x6 SP#2:B2 2x4 SP#2: Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply 2x4 SP#3:W2 2x4 SP#2: TC 54 -1.39 9.98 (lbs ) TC 94 9.98 17.56 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"138"uses design values BC 120 0.15 11.91 approved 1/30/2013 by ALSC BC 66 11.91 17.42 B-J 2667 -805 J-I 1019 -301 Apply purlins to any chords above or below fillers Nailnote at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(lbs) Nail Schedule:0.128"x3",min.nails Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 3.75"o.c. J-D 2695 -784 E-G 777 -2562 Webs :1 Row @ 4"o.c. D-I 241 -796 G-H 773 -2593 Use equal spacing between rows and stagger nails I-E 2211 -647 in each row to avoid splitting. IRdtAtrrr Special Loads r` S` FL� . %.,,, 4,,,,&...,,..,,,,_ • TC-From 55 plf at 9.98 to 55 plf at 17.56 3 BC-From 4 plf at -1.45 to 4 plf at 0.00 .. 648 BC-From 20 plf at 0.00 to 20 plf at 7.13 : ; . • BC-From 10 plf at 7.13 to 10 plf at 12.08 • 1 BC-From 20 plf at 12.08 to 20 plf at 17.56 _i_ • * s BC-3919 lb Conc.Load at 7.13 * ; BC-1562 lb Conc.Load at 9.06,11.06 s o. ATE I : • Wind . .-,-04.. .� ••• /`' T,•'••<(;'-: Wind loads and reactions based on MWFRS. S,�A.* •••�L 0R\�••• 4r 55\ 4r ass/0NA�� #0 278 4.7, S/0 10/18/2017 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing,and bracing. Refer-to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)f 'safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,87 or B10, as applicable. Appplates to each face oftrussand position as shown above and on the JointrDetails, unless noted otherwise. Refer to ALPINE drawings 10A-Z for standard plate positions. Alpine,a division of ITW Building_components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing,indicates acceptance of orooesstonar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job,Number. 414517 Ply: 1 SEQN:705209 /T19 GABL Cust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 1 FROM:RH DrwNo: 291.17.1307.05297 • Truss Label: D26 JB / DF 10/18/2017 11'4' 16 7" 7"1 S 1 3'3"12 5'2"15 5'11"11 1 7"1 1'11"3 I- 1"11 18"1j 12 =4X4 D 5 V T 03X? _ T SC1 B E F v oe__aillIllIllhbk,._u l'• SC2 I l =3X6(C5) 1112X4 =3X6(C5) I 67"8 - -{ H 1'4" 3'3"12 I 3'3"12 I 1'4"--I 3'3"12 6'7"8 (NNL) (NNL) I- 4' I I 4' H Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.002 C 999 240 1• 100 /28 /43 /- /9 /79.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.004 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C - - I Min Brg Width Req= - Des Ld: 37.00 EXP:C HORZ(TL): 0.002 C - - Bearing B is a rigid surface. Mean Height:15.00 ft NCBCLL: 10.00 TCD,:4.0 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.326 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.076 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.038 Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) See DWGS A14015ENC101014&GBLLETIN1014 for Top chord 2x4 SP#2 gable wind bracing and other requirements. Bot chord 2x4 SP#2 Stacked top chord must NOT be notched or cut in Webs 2x4 SP#3 area(NNL).Attach stacked top chord(SC)to :Stack Chord SC1 2x4 SP#2: dropped top chord in notchable area using 3x4 :Stack Chord SC2 2x4 SP#2: tie-plates 24"oc.Center plate on stacked/dropped Lumber value set"13B"uses design values chord interface,plate length perpendicular to chord approved 1/30/2013 by ALSC length.Splice top chord in notchable area using 3x6. Plating Notes All plates are 2X4(C5)except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins ftphltirgll to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) ��S FLEA I** TC 36 -1.39 1.49 ••„1:'.� fTC 38 1.49 6.63 ... S'•.TC 36 6.63 8.01 irk .•\p �'+ + BC 72 0.29 6.33 4 Apply purlins to any chords above or below fillers 1 : • it . at 24"OC unless shown otherwise above. a • O. ; ••648 • Wind • / * : I * • Wind loads based on MWFRS with additional C&C n i ` ; member design. -0-. ATE I ••C� Truss designed to support 8"maximum gable ''':.7:- �y°°° Q �,+`���`` end overhang. ''•,g.. L 0R\Q•,• \ �� N„ #027x q��•y,4c. ,/�NA�- 10/18/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)frit"safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for'permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or 610, as applicable. AppTy plates to each face of truss and position as shown above and on the JoingDetails, unless noted otherwise. Defer to ALPINE rawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the ,T",Ca,.,,,,. truss in conformance with ANSI/I- g,PI 1,or for handlinshipping,installation and bracing of trussesA seal on this drawiif µ g or cover page2400 Lake Orange Dr. listing this drawing p indicates acceptance of roTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn:TPI: www.tpinst.org;SBCA: www.sbcindustry.corn.ICC. www.iccsafe.org Job Number. 414517 Ply: 1 SEQN:705227 /T3 HIPS Oust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 1 FROM:RH DrwNo: 291.17.1307.09213 • Truss Label: E27 JB / DF 10/18/2017 7' 10'11"8 17'1 1"8 7' I 3,11"8 I- "I 7' 5X8 =5X5 C D T 12 Ow 5 V M r` IAF H G 4X6(A2) 1112X4 =3X4 =4X6(A2) I-1'4" A 7'1"12 I 3'6"4 7'3"8 1 1'4"-I 7'1"12 10'8" 17'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.113 G 999 240 B 1685 /525 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.255 G 831 180 E 1685 /525 /- /- /- /3.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.035 G - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.078 G - - B Min Brg Width Req= 1.7 NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.7 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.995 Bearings B&E are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.971 RepFactors Used:Yes Max Web CSI: 0.231 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:AnyFT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 1068-3436 D-E 1067 -3428 C-D 956-3157 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 B-H 3105 -952 G-E 3098 -952 Lumber value set"136"uses design values H-G 3134 -954 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-H 591 -45 G-D 607 46 TC-From 55 plf at -1.45 to 55 plf at 7.00 TC-From 28 plf at 7.00 to 28 plf at 10.96 TC-From 55 plf at 10.96 to 55 plf at 19.40 BC-From 4 plf at -1.45 to 4 plf at 0.00 BC-From 20 plf at 0.00 to 20 plf at 7.03 BC-From 10 plf at 7.03 to 10 plf at 10.93 1rtdlAtfrs�4 BC-From 20 plf at 10.93 to 20 plf at 17.96 • (,S F �'qih BC-From 4 at 17.96.to 4 plf at 19.40 .c .-....-.. G11'`..- r+-1 TC- 381 lb Conc.Load at 7.03,10.93 /8.0,115(:‘ ,••• '•. 'ti� TC- 167 lb Conc.Load at 8.98 4: 1....\,)P� G Se. BC- 474 lb Conc.Load at 7.03,10.93 i • BC- 125 lb Conc.Load at 8.98 f , a o. 648 / Purlins S . I In lieu of structural panels or rigid ceiling use purlins I * ; * i *' n to laterally brace chords as follows: i Chord Spacing(in oc) Start(ft) End(ft) S. ATE TC 28 -1.39 7.00 • l TC 33 7.00 10.96 ••• p„ •. ���: TC 28 10.96 19.35 �.��d� •.•• L 0 R\ ;•.•�`�/ BC 81 0.15 17.81 •••••�••,•• Apply purlins to any chords above or below fillers '�i� at 24"OC unless shown otherwise above. #0 278 " o tj/O f if AL .\%\%, " 10/18/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shippinginstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an8 SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each faceoftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer toALPINE L drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin omponeants Group Inc.shall not be responsible for any deviation from this drawinanfailure to build the AN 11-W COMPANY truss in conformance with ANSI/TPI1,or or handling,shipping,installation and bracing of trussesAseal on this drawing or cover pagge._ 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essronarr engineering responsibility solely or the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer perANSI/TPI 1 Sec.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Job,Ntimber. 414517 Ply: 1 I SEQN:705229 /T2 COMN Gust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 2 FROM:RH DrwNo: 291.17.1307.14903 • Truss Label: E28 JB / DF 10/18/2017 4'992 8'1192 13'1"12 '17'11"8 4'9"12 _I 4'2" I 42" I- 4'992 -i =4X4 D T 12 5 l ' 2X4 02X4 U, 0 v n v B F NMI^" A — G H 2X4(A1) =3X8 =2X4(A1) I'-1'4" j- 8'11"12 _I 8'11"12 A 1'4"H 8'11"12 17'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udef! U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.042 H 999 240 B 758 /214 /414 /- /112 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.094 H 999 180 F 758 /214 /414 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 H - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height 15.00 ft HORZ(TL): 0.036 H - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.993 Bearings B&F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.797 RepFactors Used:Yes Max Web CSI: 0.187 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 B-C 437 -1218 D-E 331 -925 Lumber — C-D 331 -925 E-F 437 -1218 Value Set:136(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-H 1089 -316 H-F 1089 -334 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) PurlinsWebs Tens.Comp. In lieu of structural panels or rigid ceiling use purlins D-H 490 91 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 62 -1.39 19.35 BC 120 0.15 17.81 Apply purlins to any chords above or below fillers tppt at 24"OC unless shown otherwise above. ��� � 4p,_ Wind V •••• ••••'./�4.1\ Wind loads basedaon MWFRS with additional C&C A)V••1 SA%r member design. V �j c ? •• I • • 't o. •r•648 •i • *11* • / * • • a_ „o:� ATE * .°Q •. 0 '° °1pc•�s, OR.. �, #0 278 s '-'44r 0. 10/18/2017 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ant?SBCA)far safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 10A-Z for standard plate positions. Alpine,a division of ITW Build!n Compon nts Group In shall not be responsible for any deviation from this drawin an failure to build the AN fiw COmp,,,, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing,indicates acceptance of jaraessionaf engineeringresponsibility solelyfor the desi n shown. The sui ability and use of this drawing for any structure is the responsibility of the uilding Designer perANSI/TPI 1 S�c.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites. ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.corm:ICC: www.iccsafe.org Job,N�,mber. 414517 Ply: 1 SEQN:705215 /17 / EJAC Cust:RR9353 JRef: 1W5693530008 • 283 BELVEDERE ST. DUVAL CTY Qty: 14 FROM:TPF DiwNo: 291.17.1322.31278 • Truss Label: EJ29 JB / DF 10/18/2017 5 12 C.) ti M a, i+, B '$1 i ;( A 01-4D 2X4(A1) — 1'4" 7. 1 7' Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R I U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 361 /83 /226 /- /120 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 125 /- /69 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 D - - C 167 /93 /84 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL):0.033 D - - Wind reactions based on MWFRS Mean Height:15.00 ft B Min BrgWidth Req1.5 NCBCLL:10.00 TCDL:4.0 psf Code I Misc Criteria Creep Factor:1.5 = Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.669 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.487 C Min Brg Width Req= - RepFactors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. 24.0" C&C Dist a:3.00 ft Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.39 7.00 BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. iRlrldbu3ly Wind ,s�,,7 F /�,14�� * 41, Wind loads based on MWFRS with additional C&C O,�V •..• ' •..� �� member design. V •\)F.X s ••• • •• j"T i •S. It 3 • 0. •648 • • 3 * ; 1* S *1 • • • „� . ATE � o j�� 1 • .',rya,.);•. C OR�� ' `•,S ss •1/4,4400/ Np�E #0 278Witeuuluw�*6 10/18/2017 '"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, prior shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,byTPI an SBCA)for safety practices to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint Of webs shall have braacing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building ompongnts GroupInc.shall not be responsible for any deviation from this drawing,any failure to build the ITW COMPANY truss in conformance with ANSI/T 11,or for handlig,shipping,installation and bracing of trussesA seal on this drawing µ g or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solelyfor the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sbc.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn:TPI:www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job„,Number: 414517 Ply: 1 SEQN:705225 /T18 HIP_ Cust:R9353 JRef: 1W5693530008 r • 283 BELVEDERE ST. DUVAL CTY Qty. 4 FROM:RH DrwNo: 291.17.1307.25957 • Truss Label: HJ30 JB / DF 10/18/2017 5'6"1 + 9'10"1 •'� 5'6"1 4'4" D 0 i 12 3.54 V -.*---3X4 C c", Iris .NN co O) f'7 B A a — � G FE 102X4 4X4 f 2X4(A1) F.--1'10"10 1 5'4"5 3'1113 6" 5'4"5 1 9'3"13 19'1 '1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl u# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.028 G 999 240 B 401 /159 /- /- /- /4.2 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.064 G 999 180 E 349 /81 /- /- /- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.006 F - - D 214 /102 /- /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.014 F - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 B Min Brg Width Req= 1.5 NCBCLL:0.00 TCDL:4.0 psf E Min BrgWidth Re - Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.998 q- TPI Std: 2007 Max BC CSI: 0.680 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.338 Loc.from endwall:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Chords Tens.Comp. Lumber B-C 260 -793 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-G 759 -236 G-F 743 -236 approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. In lieu of structural panels or rigid ceiling use purlins C-F 254 -802 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 72 -1.93 9.84 BC 116 0.15 9.84 Apply purlins to any chords above or below fillers Ilplpy at 24"OC unless shown otherwise above. Loading ���� F1`* /�� 4fseell Hipjack supports 6-11-8 setback jacks with no webs. 0�.♦•:` • ",,,*••-•.• • Wind • • Q • Wind loads and reactions based on MWFRS. • :1 O. :(. V • • 5 • • i* • r * • :, i = .o=; ATE ,:� x'�0 °s F• 4.OR`p • � ,. #0 278 �'� N u`u 6 10/18/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin inssalled per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face.oftrussand position as shown above and on the JointDetails, unless noted otherwise. Refer to ,q LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wirig or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of oroTessionar engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites. ALPINE: www.alpineitw.com:TPI: www.tpinst.org.SBCA: www.sbcindustry.com:ICC: www.iccsafe.org JolyNumber. 414517 Ply: 1 SEQN:705219 /T27 JACK Cust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 8 FROM:RH DrwNo: 291.17.1307.31523 • Truss Label: CJ31 JB / DF 10/18/2017 Ci li 12 5 g)in "' N B N 41 ;�A A ►. ►-- D 2X4(A1) H- 1'4" 5'1"3 A 5'1"3 i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLI: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 294 /71 /188 /- /92 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 89 /- /48 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 D - - C 117 /66 /58 /- /- /1.5 EXP:C Des Ld: 37.00 HORZ(TL):0.011 0 - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 B Min Brg Width Re 1.5 NCBCLL: 10.00 TCDL:4.0 psf q Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.327 D Min Brg Width Req= - TPI Std: 2007 Max BC CSI: 0.248 C Min Brg Width Req= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 -1.39 5.10 BC 59 0.15 5.10 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. MMllty Wind ,ser\5 F �.` t memberWind ads designed on MWFRS with additional C&C OONV•7�;• ' 'S�••/, ? ''•li//• i� : • I • O. <<•648 •• • • * * is ,o:• ATE #0 278 y41 ss�At41* 10/18/2017 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted Otherwise/op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 610, as applicable. Applplates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinciComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,rN,COPAPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites. ALPINE: www.alpineitw.com;TPI. www.tpinstorg;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Job Number. 414517 Ply: 1 SEQN:705221 /T25 JACK Cust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY Qty: 8 FROM:RH DrwNo: 291.17.1307.33930 • Truss Label: CJ32 JB / DF 10/18/2017 C 12 5 0 1 0) r.... LoB 41 ,M11111111 I , ev A ►zi 2X4(A1) Fe-- 1'4" 3'1"3 3'1"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeII/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): NA B 228 /60 /152 /- /62 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 51 /- /28 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 60 /35 /27 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL):0.002 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.197 D Min Brg Width Req= - Soffit: 2.00 BCDL:3.0 psf C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.077 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 58 -1.39 3.10 BC 35 0.15 3.10 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. tmltptrr3/4 Wind 7.S_ S FLS Zip,memberWind adesigsed on MWFRS with additional C&C �;• • •••••• �i►, I • 0. • •648 I. a $ * i 7 * • ' , e • ,�• ATE f •' #0278�y,`N °NA`�� v it itov# 10/18/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing:and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each face or truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to A ALPINE drawings 60A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RV,:OMPANY truss in conformance with ANSIITPI 1, or for handling,shipping,installation and bracing of trussesA seal on this drawirig or cover page2400 Lake Orange Dr. listing this drawing indicates acceutance of orooess'onar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinstorg;SBCA: www.sbcindustry.com;ICC. www.iccsafe.org JoI2 Number: 414517 Ply: 1 SEQN:705223 /T28 JACK Cust:R9353 JRef: 1W5693530008 283 BELVEDERE ST. DUVAL CTY ' Qty: 8 FROM:RH DrwNo: 291.17.1307.37820 • Truss Label: CJ33 JB / DF 10/18/2017 12 • 5 C B '�� fli �� rn j) LO 4"1 ..V11.171 co ► D 2X4(A1 ) H 1r4" la 1'1"3 1'1"3—i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 203 /80 /149 /- /33 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 9 /14 /15 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - C -28 /33 /29 I- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL):-0.000 D - - Wind reactions based on MWFRS Mean Height:15.00 ft B Min BrgWidth Re 1.5 NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:1.5 q= Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.305 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.041 C Min Brg Width Req= - RepFactors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.01.00E.0525.17 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 32 -1.39 1.10 BC 11 0.15 1.10 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. fRpi Wind �►J FIZ4:'',+ Wind loads based on MWFRS with additional C&C V� 411 4. member design. 4:$",., SS- %. \ • 0. 648 • i * : * / ' : * = 7. .�a AT : � A''y�X' .4,O R\C) -* ��.,�,. #0 278 , 'fiti J©NAI. ,�.� k+twtenanutt►ra- 10/18/2017 "WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the ANriV,c�„p,,r. truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA eal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of prooessronar engineering responsibility solelyfor the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer pe ANSI/TPI 1 Sec.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbandustry.com;ICC: www.iccsafe.org Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 • Or, 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 120 riph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 ' 2x4 Brace (1) 1x4 'L' Brace a (1) 2x4 'L' Brace a (2) 2x4 'L' Brace a■ (1) 2x6 'L' Brace a <2) 2x6 'L' Brace w#1 Bracing Group Species and Grades$ Gable Vertical No Spndng Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B • Group A: l # Spruce-Pine-Fir Hem-Fir 1 / #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' #1 / #2 Standard #2 Stud i r SPF #3 4' 1' 6' 7' 7' 1' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' #3 Stud #3 Standard 0 HF Stud 4' 1' 6' 7' 7' 0' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' Standard 4' 1' 5' 8' 6' 0' 7' 7' 8' 1' 10' 1' 10' 6' 11' 10' 12' 8' 14' 0' Douglas Fir-Larch Southern Pine*** QJ #1 4' 6' 7' 4' 7' 8' 8' 8' 9' 0' 10' 4' 10' 9' 13' 8' 14' 0' 14' 0' 14' 0' #3 #3 _ SP #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' Stud Stud Standard Standard #3 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' • d (U DFL Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 2' 11' 0' 11' 10' 14' 0' 14' 0' Group B: _U r #1 / #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir _ r #3 4' 8' 8' 1' 8' 8' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #1 6 Btr C_ U f�L.1 a" Stud 4' 8' 8' 1' 8' 6' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' - #1 CU O Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' 11' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Dau.las Fir-Larch Southern Pine... #1 5' 1' 8' 5' 8' 9' 9' 11' 10' 4' 11' 10' 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' #1 SP #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' .11 k2 #3 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). oi .--I DPL Stud 4' 9' 7' 4' 7' 9' 9' 9' l0' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' ■w:For 1x4 So. Pine use only Industrial 55 or Standard 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' 11' 7' 12' 1' 13' 6' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B o #1 / #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 11' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d SPP #3 5' 1' 9' 0' 9' 4' 10' 8' 11' L' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: U U I�I 1 P Stud 5' 1' 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. OStandard 5' 1' 8' 0' 8' 6' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 55 plf aver x #1 5' 8' 9' 3' 9' 8' 10' 11' 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing <5 psf TC Dead Load). d S P #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. DFL Stud 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 1' 7' 5' 7' 11' 9' 11' 10' 7' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' - About Synn ��^^ Attach 'L' braces with l0d (0.128'x3.0' min) nails. l''i' II 1 1 able Truss )IE For (1) 'L' brace, space nails at 2' o.c. II 11 I 3 �i` F 18' end zones and p e between zones. Diagonal brace option, '�'� 31E 31EFor (2) 'L' braces, space Halls at 3' o.c. vertical length any be • In 18' end zones and 6' o.c. between zones. doubled when diagonal 18' * : **Niro 'L' bracing must be a minimum of 80X of web brace is used. Connect V� member length. diagonal brace for 450# 'L' L T O,r� Gable Vertical Plate Sizes at each end. Max web Brace ._ total length Is 14'. ,/ � � ) Vertical Length No Splice 2e4 DF-L #2 or T . I' \ ,kI4JJJ�J GreaterLess nthan 0'n 4' 0' 124 or 3X4 203 better diagonal �I ,• jq`,�� Vertical length shown brace) single +.''i , at1 J In table above. 45 or double cut 18' A , ,. .rte���' ei-_, q (os hown) at f7IL.�'I I _, 1,„ ♦� �I (iS a �� O \ + Refer to common truss design for - upper end. LJ LEl �r i / peak, splice, and heel plates. / / / / �ornuous •—ring it !/ / Refer to the Building Designer for conditions Connect diagonal at r • ( i� not addressed bythis detail. midpoint of vertical web. Refer to chart a ve f.r A', ®.p I o8le gt1�� wwVARNiNGIw.READ AND FOLLOW ALL NATES ON THIS IRAVINGI a ` ,*r REF ASCE7-10-GAB14015 AsD4PORTANTww FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING TFE INSTALLERS. ww 46. 14 Trusses require extreme care In fabricating,handling, shipping,Installing and bracing. Refer t' w • follow the latest edition of BCSI (Building Component Safety Information,by TPI and SBCA) for ty S • DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per B ,'I. E Unless noted otherwise, tap chard shall have properly attached structural sheathing and bottorvhar » ATE I DRWG Al4015ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint f k !(t • /'TI ��T� (7 , •shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each t� p ! • 4' !J///--'IL I I PUN 1 of truss and position as shown above and on the Joint Details, Lnless noted otherwise. ` )� ••• A • �f 1 t i r Refer to drawings 160A-2 for standard plate positions. GIS ♦♦ O S •♦ ,4, Alpine,a division of ITV Building Components Group Inc.shall not be responsible for any deviation f (" •• C O ' \ ♦♦ .$ AN ITWCOMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI 1, or For handling,shipping, /�" ♦♦•• •••♦ Installation L bracing of trusses, ��� ` /� •..v• TOT, LD, 60 PSF \\13723\River ort\Drive A seal this drawing or cover page listing this drawing,indicates acceptance of professional JJ �t) 4� P engineering responsibility solely for the design shown. The suitability and saw of this drawing JJJL_ o 4 I \\Suite\200 for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec2. �7 ,•' \\Maryland\Heights.\MO\63043 For more Information see this Job's general notes page and these web sites, Jxkltrwry{ ►1111 ALPINE w.wulpineicw.comi TPD`www.tpinst.org, SBCA, wwwsbclndustry.org,ICC, wwviccsafe.arg fin)7x Hi It; L'Ioi- MAX. SPACING 24,x' t- Oaole Detail e For Let-in Verticals Gable Truss Plate Sizes • About O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. 11\,. .., JRefer to Engineered truss design for peak, ,,,K splice, web, and heel plates. O ®If gable vertical plates overlap, use a single plate that covers the total area of 4111 lit the overlapped plates to span the web. Gable © © vertical 2X4 a Length Examples typ. 12X4 % 2X8 'T' Reinforcement Attachment Detail 'V Reinforcing 'T' Relnforcing Member Member © © Toe-nail - Or - End-nal( O O To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails, Maximum allowable 'T' reinforced gable vertical IOd Common (0.148'x 3.',min) Nails at 4' o.c. plus length Is 14' from top to bottom chord. (4) nails In the top and bottom chords. 'T' reinforcing member material must match size, RI•Id Sheathln• Toenniled Nails. specie, and grade of the 'V reinforcing member. 10d Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ 'T' Brace i 4 Nail ri 1� (4) toenails in the top and bottom chords. 'T' Relnf. 'T' •T. This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. 2x4 30 Member ASCE 7-05 Gable Detail Drawings Example. 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, 7. ASCE 7-10 Wind Speed = 120 mph Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Gable Spaced At ASCE 7-10 Gable Detnll Drnwin s Gable Vertical = 24'o.c. SP #3 Truss 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, " 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A201 . 'T' Brace Increase (From Above) = 30% = 1.30 A1153OENC101014, A1203OENC101014, A1403OENC101014, 1F7 101 (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END1011 q I1 �4 Mnxlmum 'T' Reinforced Gable Verticnl Length 511515ENC100815, S12015ENC100815, 514015ENC11 1.30 x 8' 7' = 11' 2' S18015ENC100815, S20015ENC100815, S20015E 10'1% ��!'o.,n1 ••• S11530ENC100815, S12030ENC100815, 514030 1 41t0�. r �• • �l 4 Nall lel 7l S18030ENC100815, S20030ENC100815, S200 '.ND100D S2, 1PED111815 • • R :S-1 Ceiling See appropriate Alpine gable detail for maxi m unre forc-, gab a _ CAI le g:sir. • • J .eVARNINGIss READ AND FOLLOW ALL NOTES OR THIS DRAWING 7f = * , REF LET-IN VERT s.DPURTANTwa FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1i • I Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer Aland • r follow the latest edition of BCSI(Butding Component Safety Information,by TPI and SBCA) for sofety.,o ATE * �' DATE 10/01/14 - practices prior to performing these functions. Installers shall provide temporary bracing per BCy{�e'V,,,AAA • Unless noted otherwise, top chord shall have properly attached structural ng and bottom` a,� F DRWG GBLLETIN1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of r s • • _ 4:4, A UPI] 'I 1 shall have bracing installed per BCSI sections B3,B7 or 310,as applicable. Apply plates to each fab O • O I\V' of truss and position as for s andve and on the Joint Details,unless noted otherwise. y /lA 'b/........ ....., ••.�`� 1 Refer to drawings 160A-2 for standard plate positions. ./+. /`t-4,546.1 S � •• AN ITNVCOMR4NY Alpine, a division of ITV Building Components Group Inc.shall not be responsible for any deviation frome4e# this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, VIII._ /QNA` �4 MAX, TOT. LB. 60 PSF Installation 6 bracing of trusses. �ef A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional �wr. \\13723\Riverport\Drive engineering responsibility solely for the design shown The suitability and use of this drawing gfintanU BUR. FAC. ANY II Suite A200 for any structure is the responsibility of the Building Designer per ANSI/TPI I Secz. gO 278 I0/18,1(117 \\Maryland\Heights,\MO\63043 For more information see this Job's general notes page and these web sites, MAX, SPACING 24.0' ALPINE.www.alpineitw.comi TPI.www.tpinst.org)SBCM www.sbcindustry.orgi ICC.www.lccsafe.org t CLR Reinforcinc vemoer Suostitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf. Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired. L-Reinf, ,. �` Apply to either side of web narrow face. ,� Attach with 10d (0.128'x3,0',min) nails , at 6' o.c. Reinforcing member Is Notes: a minimum 80X of web member length. This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. .- �I For minimum alternative reinforcement, re-run design with appropriate \l reinforcement type. /x\ T-Reinf, L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L- Reinf, Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. Attach with 10d (0.128'x3,0',min) nails 11 2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member Is a 2x6 2 rows 2x6 2-2x4(310 minimum 80X of web member length, 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(*) Scab Reinf, T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. (310 Center scab on wide face of web. Apply (1) scab to each I face of web. 400001111IttlIttiot.. S FI,F�`�` NM (INA '%, ,,&..• 00 • `•••`�fti f • ..vA1IRISHa READ AND FOALL NOTES a THIS MING'Q _ • �('JLL_ PSF REF CLR Subst. ..DIPI ITONT..FURNISH THIS nRAVING TD ALL CONTRACTORS INCLUDING THE INSTALLERS. _7C Trusses require extreme core In fabricating,handling,shipping,installing and bracing. Refer til a il , # follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA) for ty • 1 C Dl PSF DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per Br'.I. M Unless noted other.::,top chord shall have properly attached structural sheathing and battn char ATE + Dy PSF DRWG BRCLBSL1B1014 yg shall hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint of+fit. [1 II nil II I ; shall hsve bracing Installed pen BCS[sectioos t3, J or B10,as applka no Apply plot:: to each r�--i p ♦- . t PSF !J/%/--'ILII L�1 IUUUf\\\\\VVV\\\IlJlllll of truss and position as Shawn above and on the Joint Details, unless noted otherrlse. t✓ I Refer to drawings 1600-z for standard plate positions. I ♦ 017"".1,:__,—,0 Alpine,a division of ITV Building Components Group Inc.shall not be responsible for any deviation fr,. �hA,,,///����,fit o R ♦♦ AN fTW COMPANY this drawing,any failure to build the truss In conforrwnce with ANSI/TPI I,or for handling,shipping, 464.6., **4/. *•• . , LD. PSF installation bracingoftrusses.s �,,/ ` ///yyy fess g or page tis-Undesign this shown. , uitaates and on nce of pr rowing nal /0 NA� II Suite\ 0lverpod\Drive for ays re:panslis :rely far ity design BuildsThe suitability ciI use of this drawing / DUR. FAC, \\Suite\200 for any structure Is the responsibility of the Building De-signer per ANsvTPt I Sec2. �/( it Maryland\Heights,\MO163043 For m re information see this Job's general notes poge and these web sites /j//t al�titi� SPACING ALPINE.rwwaipineitw.coni TPI'www.tpinst.orgi SOCA. www.sbcindustry.orgi ICC. wwstccsafe.org }�(�77K 10 iF{ -0 17 GENERAL NOTES: WOOD - CONTRACTOR SHALL COORDINATE THESE STRUCTURAL DRAWINGS WITH DRAWINGS OF OTHER ALL LUMBER SHALL BE DRESSED, #2 S.P., DRY MAX 19% MOISTURE CONTENT U.N.O. CODE DISCIPLINES. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE JOB. VERIFICATION OF ALL WOOD AND WOOD BASED MEMBERS EX-POSED TO WEATHER, IN DIRECT GROUND CONTACT, FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL EXISTING DIMENSIONS SHALL BE DONE PRIOR TO THE CONSTRUCTION OF ANY PREFABRICATED OR IN DIRECT CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE PRESERVATIVE MINIMUM DESIGN CRITERIA COMPONENTS. CONTRACTOR SHALL COORDINATE AND VERIFY THE SIZE LOCATION, TYPE, AND TREATED TO RESIST DECAY TO A LEVEL RATED FOR THE SPECIFIC APPLICATION. WIND LOADS: DIRECTION OF ALL DEPRESSIONS, PADS, BOLTS, SLEEVES, ANCHORS, INSERTS, OPENINGS, BORATE TREATED WOOD SHALL ONLY BE USED FOR ABOVE GROUND CONTACT WITH CONCRETE A6 ETC. TO BE SET OR CAST IN CONCRETE OR MASONRY PRIOR TO PLACEMENT. OR MASONRY APPLICATIONS. SUCH AS TOP OF SLAB PLATES AND LEDGERS. WIND SPEED: 130 REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD-BASED AND METAL PRODUCTS USED WIND EXPOSURE: C THESE PLANS ARE A STRUCTURAL REVIEW AND VALUE RECOMMENDATION ONLY. CHARLES P. IN OUTDOOR OR OTHER CORROSIVE ENVIRONMENTS OR APPLICATIONS IS NECESSARY FOR DIGIACOMO ASSUMES NO LIABILITY FOR CONTRACTOR/BUILDER WORK AND INSPECTION OF SUCH CONTINUED; LONG TERM PERFORMANCE. WORK DURING AND AFTER CONSTRUCTION OF ANY STRUCTURE CREATED FROM THESE PLANS. ALL WEATHER PROOFING DESIGN, FLASHING ETC. IS BY OTHERS. NOISE CONTROL IS BY OTHERS. NOT LOCATED IN THE COASTAL WIND-BORNE DEBRIS CONTRACTORS ARE RESPONSIBLE FOR THE MEANS AND METHODS OFC 3NSTRUCTION AND SHALL REGION. WINDOW PROTECTION FOR FLYING DEBRIS IS DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. LAMINATED VENEER LUMBER (LVL) SHALL HAVE A EXTREME FIBER STRESS IN BENDING OF 2950 NOT REQUIRED BY CODE. A. E. 1. CONTRACTOR SHALL DESIGN AND INSTALL ALL TEMPORARY: SHORING REQUIRED TO STABILIZE PSI MIN. AND 1.9x10^6 PSI MODULUS OF ELASTICITYMIN. U.N.O. ALOHA ENGINEERING INC NEW AND EXISTING STRUCTURES AND FOUNDATIONS UNTIL CONSTRUCTION IS COMPLETE. ATTACH 2-PLY LVL WITH (3) ROWS OF .131"x3" GUN NAILS 12" O.C. EACH FACE. U.N.O. BUILDING CATEGORY: II PLANS VOID TWELEVE MONTHS AFTER DATE OF SEAL FOR UPDATING TO CURRENT CODES AND ATTACH 3 AND 4-PLY LVL WITH (2) ROWS OF 1/2" DIA. BOLTS 12" O.C. U.N.O. INT. PRESSURE COEF: .18/ENCLOSED 770 WAKEMONT DR. ORANGE PARK PRACTICES APPLICABLE AT'THAT TIME. BUILDING MEAN ROOF HEIGHT: 15 FT FLORIDA azoes FOUNDATION: FASTEN BUILT-UP BEAMS OF 2" NOMINAL D'IMENSIONAL LUMBER ON EDGE WITH MIN. (2) ROWS CERTIFI CATE ❑ F OF .131"x3" GUN NAILS 6" O.C. ONE ROW (NEAR TOP EDGE AND ONE NEAR BOTTOM. ALLOWABLE-VASD DESIGN VALUES A U T H o R i Z A T 1 ❑ N FOUNDATION HAS BEEN DESIGNED FOR A NON-EXPANSIVE MINIMUM SOIL BEARING CAPACITY OF COMPONENT AND CLADDING WALL OPENING PRESSURES N C. 3l 036 2000 PSF. OWNER/CONTRACTOR ASSUME ALL RESPONSIBILITY AND ASSOCIATED RISKS - CONTRACTOR DECK AND STAIR HANDRAIL".STRINGER DESIGN AND ATTACHMENT TO BE INTERIOR EDGE REGARDING OBTAINING A SOIL INVESTIGAION. OWNER/CONTRACTOR SHALL OBTAIN A SOILOPENING R SUBMITTED FOR APPROVAL AND/OCHANGES BEFORE CONSTRUCTION. SIZE (FT-2) PRU PRESSURE (SF) PRESSURE (PSF) BEARING CAPACITY AND SUITABLILITY OF SUBSURFACE CONDITIONS REPORT FROM A 0-10 +23,-24 +21,-37 REGISTERED GEOTECHNICAL ENGINEER. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL ATTACH 2-PLY 2" NOM WOOD STUD CLUSTERS WITH .131"x3" GUN NAILS 6" O.C. EACH FACE. 20 +21,-24 +20,-35 COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED. ATTACH ADDITIONAL PLIES WITH .131"x3" GUN NAILS 6" O.C. UP TO 4-PLIES. UNLESS NOTED 50 +20,-22 +18,-31 OTHERWISE ON PLANS MIN. FASTENING 07 ROUGH CARPENTRY SHALL BE PER CODE R602.2. 100 +19,-22 +17,-28 FOOTINGS AND SLAB SHALL BEAR UPON UNDISTURBED SOIL OR FILL COMPACTED TO A DENSITY O AT LEAST 95% OF MODIFIED PROCTOR MAX. DRY DENSITY (ASTM-D 15 7). FILL SHEATHING: END ZONE PRESSURES ARE WITHIN 4' OF ALL EXTERIOR W U SHALL BE TREATED WITH TERMITE POISON BEFORE SLAB IS PLACED OR OTHER MEANS OF WALL SHEATHING: CORNERS. PROTECTING STRUCTURE FROM WDO'S MUST BE INSTALLED AT A LATER CONCRETE DATE. EXPOSURE 1 APA RATED, SHEATHING OR STRUCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD W ,.._, O (OSB). SPAN RATING NOT LESS THAN 24/16, THICKNESS NOT LESS THAN 7/16" U.N.O. OR GARAGE DOOR OPENING TO MEET: +20, -31 PSF ALLOWABLE C/] Q SEE SECTION F3 OF THE FBCR-5TH EDITION FOR PASSIVE RADON SLAB CONSTRUCION. OTHERWISE REQUIRED BY VENEER MANUFACTURERS REQUIREMENTS. ATTACH WITH MIN. 8d NAILS Vasd DESIGN PRESSURES. Q j U MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR F UNDATION AND SLABS AT 6" O.C. EDGES AND 12" O.C. FIELD. BLOCK ALL PANEL EDGES. J Q SHALL BE 3000 PSI @ 28 DAYS. REINFORCING STEEL SHALL CONFORM O ASTM A615 GRADE 40 GRAVITY LOADS: Qa a] LONGITUDINAL REINFORCEMENT IN WALLS AND FOOTINGS SHALL BE C NTINUOUS AT CORNERS 5/16" HARDI-PANEL MAY BE SUBSTITUTED FOR APA RATED SHEATHING ON SIDES AND REAR ROOF FLOOR = O 7 AND INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MINIMUM LAP OF REINFORCING OF HOUSE ONLY OF EXTERIOR WALLS. ATTACH HARDI-PANEL SHEATHING TO ALL WOOD SUPPORTS TOP CHORD LIVE: 20 PSF 40 PSF M SHALL BE 40 BAR DIAMETERS, BUT NOT LESS THAN 20". W/.091", .225" HD RING SHANK, 1.5" LONG NAIL PATTERN AT 4" O.C. ALL EDGES AND 8" O.C. TOP CHORD DEAD: 7 PSF 10 PSF Q 00 Q FIELD. BLOCK ALL PANEL EDGES. BOTTOM CHORD LIVE: 10 PSF 0 PSF U N ALL CONCRETE SLABS ON GRADE SHALL BE 4" MIN. THICKNESS OVER MIN. 6 MIL. POLYTHYLENE BOTTOM CHORD DEAD: 5 PSF 5 PSF VAPOR BARRIER PER SECTION F3 OF THE CODE. SUCH SLABS SHALL BE REINFORCED WITH ROOF SHEATHING: DECKS: 40 PSF W FIBER_ MESH REINFORCEMENT WITH A MIN. 2" FIBER LENGTH AT (1) LB/YD COMPLYING WITH EXPOSURE 1 APA RATED, SHEATHING OR STRUCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD ASTM-C 116. IN LIEU OR IN CONJUNCTION WITH FIBER-MESH REINFORCEMENT (OSB). SPAN RATING NOT LESS THAN 24/16, THICKNESS NOT LESS THAN 7/16" U.N.O. OR DEAD LOADS ARE SUPERIMPOSED. 6x6 W1.4xl.4 WWM LAPPED 8" AT EDGES AND ENDS CONFORMANCE WITH ASTM-A 185 SET OTHERWISE REQUIRED BY ROOF COVERING MANUFACTURERS REQUIREMENTS. CENTERED IN SLAB. ATTACH WITH MIN. 8d RING SHANK NAILS AT 6" O.C. EDGES AND 6" O.C. FIELD. ABBREVIATIONS SLUMP SHALL BE BETWEEN 4" TO 5", NO WATER WALL BE ADDED AT SITE. TROWEL FINISH SINGLE CLIP ALL PANEL EDGES. PANELS SHALL BE INSTALLED CONTINUOUS OVER TWO OR MORE SPANS WITH STAGGERED END JOINTS. WHERE SINGLE. SPANS ARE REQUIRED BLOCK ARCH.-ARCHITECT SIMP.-SIMPSON STRONG TIE —" B.O.F.-BOTTOM OF FOOTING DATE 10-192017 EXPOSED SLABS OR SLABS TO RECEIVE FLOOR FINISH. NON-SLIP BROOM FINISH FOR EXTERIOR PANELS AT 12" O.C. S.W.-SHORT WAY � CONT.-CONTINUOUS JOB NUYIL3CR: 7346 TOC.-TOP OF CURB WALKS, RAMPS AND STAIRS. OPTIONAL CRACK CONTROL BY 1" DEEPS W CUT CONTROL JOINTS DIA.-DIAMETER T.O.G.-TOPGRADE ORIGINATING AT CORNERS AND APPROX. 12'x12.' GRID THROUGHOUT SLAB WITHIN 12 HRS OF FLOOR SHEATHING: :OF E.W.-EACH WAY T.O.S.-TOP OF STEEL STRUCTURAL NOTES SETTING CONCRETE. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315 DETAILING EXPOSURE 1 APA RATED TONGUE AND GROOVE, SHEATHING OR STRUCTURAL, 1 PLYWOOD OR F.F.E.-FINISHED FLOOR TYP.-TYPICAL AND SPECIFICATIONS MANUAL. MIN. CONCRETE COVER FOR REINFORCEMENT SHALL BE: ORIENTED STRAND BOARD (OSB). SPAN RATING NOT LESS THAN 48/24, THICKNESS NOT LESS ELEVATION U.N.O.-UNLESS NOTED • CONCRETE CAST AGAINST EARTH 3" THAN 23/32" U.N.O. OR OTHERWISE REQUIRED BY FLOOR COVERING MANUFACTURERS L.W.-LONG WAY OTHERWISE • FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 1 1/2" REQUIREMENTS. PANELS MAY BE GLUED TO AVOID SQUEEKS AND ADD STRENGTH BUT OTHERWISE W-WITH DRAWING SHEET: • INTERIOR SLABS, WALL 3/4" GLUE IS NOT REQUIRED. ATTACH WITH M.iN. 10d NAILS AT 6" O.C. EDGES AND 6" O.C. FIELD. MIN.-MINIMUM- WDO-WOOD DESTROYING MASONRY: FASTENERS: O.C.-ON CENTER ORGANISM S-1 ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/ MS 402 MASONRY EPDXY ANCHORS SHALL BE INSTALLED WITH SIMPSON STRONG-TIE CO. HIGH STRENGTH P.T.-PRESSURE TREATED W/O-WITH OUT BUILDING CODE. ACRYLIC ADHESIVE (AT-XP). ALL ANCHORS SHALL HAVE A MIN. 1 3/4" EDGE OF CONCRETE TO SIM.-SIMILAR W.W.F.-WELDED WIRE FABRIC CENTER OF ANCHOR EDGE DISTANCE WITH MIN. 7 1/2" EMBED U.N.O. QUICKTIE PRODUCTS SHALL CONCRETE MASONRY UNITS SHALL BE ASTM C90-75 HOLLOW LOAD BEARING CONCRETE MASONRY BE INSTALLED WITH QE-1 QUICK SET AN01OR EPDXY, 4" EMBED U.N.O. INSTALL ALL ANCHORS UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSI 3N STRENGTH OF 2000 PSI PER MANUFACTURERS WRITTEN INSTALL.AT�ON PROCEDURES. DRAWING INDEX: F'm=1500 PSI. Sl, SlA --STRUCTURAL NOTES DO NOT INSTALL ANCHORS RODS IN DIREor CONTACT WITH TREATED LUMBER. AN EPDXY AND SPECIFICATIONS PAUL MORTAR SHALL CONFORM TO ASTM C270 TYPES FILLED GAP OF 1/8" OR GREATER SHALL BE MAINTAINED AT INTERFACE. USE COMMON WIRE NAILS OF STANDARD LENGTH PER NDS 2005. U.N.O. INSTALL S2 --- FOUNDATION/WAL S2.2-ROOF PLAN ''ICE COP FASTENERSWITHOUT SPLITTING GROUT WHEN SPECIFIED, SHALL CONFROM TO ASTM C 476 WITH MIN. 8 DAY COMPRESSIVE WOOD. S3.1, S3.2--DETAILS y4.'•' ' . �O STRENGTH OF 3000 PSI GROUT SHALL HAVE MAX. 3/8" SIZE AGGREGATE, PROVIDE A SLUMP •; o BETWEEN 8"AND 11". METAL FRAMING ANCHORS: _ c' : 0 = _ 966 PROVIDE FRAMING ANCHORS OF TYPE AND SIZE INDICATED ON DRAWINGS MANUFACTURED BY- _ HOLLOW CONCRETE MASONRY UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON HORIZ. SIMPSON STRONG-TIE CO. INC. U.N.O. FASTEN ACCORDING TO MANUFACTURERS WRITTEN REVIEWED FOR CODE COMPLIAN AND VERTICAL FACE CELLS AND WEBS. SPECIFICATIONS. EXPOSED METAL FRAMING CONNECTORS OR IN CONTACT WITH CORROSIVECH CITY OF ATLANTIC �' STATE of W HORIZONTAL JOINT REINF. AT 16" O.C. IN ALL CMU WALLS. MIN. VERTICAL REINF. OF #4 AT MATERIALS SUCH AS PRESSURE TREATED LUMBER SHALL BE 'Z-MAX' COATED, HOT-DIPPED GALVANIZED, STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFACTURER FOR BEA•• �, � , A)� Ny \ SEEPERMITSFOR ADDITIONAL 'i� 4'� S, '•.,LOR.•'` ti 48 O.C., FILL ALL REINF. CELLS WITH GROUT. COMPATIBILITY WITH THE APPLICATION. AMMONIA PRESERVATIVE BASED TREATMENT (ACZA ETC.) G REQUIREMENTS AND CONDITIONS ��i�s'O NA S"\\\�� REQUIRE STAINLESS STEEL FASTENERS AND CONNECTIONS. L i//0 I I I1"ON BRICK VENEER SHALL BE INSTALLED WITH MIN 1" AIRSPACE AND MIN. GA. BY 7/8" CORRUGATED STEEL AT 16" O.C. WEEPHOLES SHALL BE LO GA. WIRE TIES OR 22 U.S. TED ABOVE FLASHING STAINLESS STEEL AND ZINC-PLATED FASTENERS MAY NOT BE COMBINED. USE ONLY STAINLESS STEEL FASTENERS WITH STAINLESS STEEL CONNECTORS USE ONLY ZINC-PLATED FASTENERS I // 10-19-201 REVIEWED BY?�� CATE. /lei 2,r C. PAUL DIGJACONtO AT 32" O.C. WITH ZINC-PLATED CONNECTORS. ��"`� LL PL #59660 PLAN NOTES DATUM TOP OF SLAB ELEVATIONS 0'-0". OTHER TOP OF SLAB ELEVATIONS ARE REFERENCED AS + OR FROM DATUM. EXTERIOR WOOD LOAD BEARING WALLS SHALL BE MIN. GRADE AS SPECIFIED BELOW SPACED 16" O.C.: FOR "FLEXIBLE FINISH" L/180 DEFLECTION CRITERIA 2x4 SPF -OR- SP STUD UP TO NOM 8' WALL HEIGHT. 2x4 SPF -OR- SP #2 UP TO NOM 9' WALL HEIGHT. 2x6 SPF -OR- SP STUD UP TO NOM 10' WALL HEIGHT. ANCHOR EXTERIOR WALLS SILL PLATES W/1/2" MIN DIA. EPDXY SET ANCHOR W/STANDARD WASHER AND NUT TO MEET A MINIMUM OF (2) ANCHORS EACH PIECE AND BETWEEN 4"-12" EACH SIDE OF SILL PLATE SPLICES AND MAX. SILL ANCHOR AT 36" O.C.. ALL EXTERIOR WALLS ARE SHEARWALLS NO INTERIOR SHEARWALLS ARE REQUIRED. INSTALL HEADERS AS INDICATED PER PLAN WITH - J=NUMBER OF JACK STUDS AND K=NUMBER OF KING STUDS. FOR NON LOAD BEARING PARTITIONS, PROVIDE SINGLE JAMB STUDS WITH HEADERS NOT LESS THAN SINGLE 2x4 SET FLAT FOR OPENINGS UP TO 96" IN WIDTH. COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. SEE S1 SERIES SHEETS FOR GENERAL NOTES AND DETAILS PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN ARE GENERALLY NOT INDICATED, BUT ARE INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND TYPICAL CONSTRUCTION CONDITIONS OCCURRING THROUGHOUT THE WORK. •-- -- INDICATES 3/8" MIN DIA. THREADED ROD -OR- QUICKTIE QTB LOCATIONS. SHIFT A MAXIMUM OF 4" WHERE REQUIRED. FOUNDATION/FLOOR/WALL PLAN 1/8"=l' -O" r ----------------------- ---- ( — 3--- 1/4" LVL—� - --- L 6x6 NOW POST W/SIMPSON ABU66 W/5/8" ANCHOR EPDXY SET 7" DEPTH I TO 24"x24"x12" DEPTH FTG. W/(2)#4 E.W. I„ kl Ik �I I� �I Icl cv I I w 53.1: OPTIONAL OPTIONALl (2)2x6 (2)2x6 (2)2x10 (2)2x6 i (2)2x6 (2)2x4 (1J1K) (1J1K) _ (2J2K) (1JiK) IJ1K 1JIK ------------------------------------------------------- I I I I I I I I I r I I I I II I I C3 I 53.1 j I I I I I r I I C3 S3 1 (2)2x4 ,I (1JIK) I I (2)2x4 (IJIK) 24"x24"x12" DEPTH FTC. W/(2)#4 E.W. I I I I I r ---t. — — — — — — — — — — — - . I I A3 OPTIONAL S3.1 (2)2x4 (1J1K) I I I I I I I iI I cl j S3. I I C2 (2)2x10 j S3. (2J2K) C3 Im - S3.1 1-ol" cc Qc (2)2x4 x' L — — — — — — — — — — — — —- ---- — — — — — J 53.1. (2)2x12 4x4 NOM. POST W/SIMPSON ABU44 PER DETAIL C3/S3 2 W/5/8" ANCHOR :.EPDXY SET 7" DEPTH (2J2K) 1-01"I TO 24'x24"x12" DEPTH FTC. W/(2)#4 E.W. 4._4.. 13._4,. 18'-11.. - GARAGE RIGHT OPTION OFFICE COPY JOB NUMBER: 7346 FOUNDATION/WALL PLAN DRAWING SHEET: s-2 \\11111111 // ?A v ' N 9660 o STATE OF •� /'////"OINAL,1 x`\1019201 C. PAUL DIGIACOMO FL PL #59660 A.E.1. kLOHA ENGINEERING IN 770 WAKEMONT DR. ORANGE PARK FLORIDA 32065 C E RTIFICATE O F A U T H O R I Z A T 1 O N N O. 31036 U C/] W owoz ,--1 U > O U Q 00 Q _UN w JOB NUMBER: 7346 FOUNDATION/WALL PLAN DRAWING SHEET: s-2 \\11111111 // ?A v ' N 9660 o STATE OF •� /'////"OINAL,1 x`\1019201 C. PAUL DIGIACOMO FL PL #59660 PLAN NOTES DATUM TOP OF SLAB ELEVATIONS 0'-0". OTHER TOP OF SLAB ELEVATIONS ARE REFERENCED AS + OR - FROM DATUM. EXTERIOR WOOD LOAD BEARING WALLS SHALL BE MIN. GRADE AS SPECIFIED BELOW SPACED 16" O.C.: FOR "FLEXIBLE FINISH" L✓180 DEFLECTIONCRITERIA 2x4 SPF -OR- SP STUD UP TO NOM 8' WALL HEIGHT. 2x4 SPF -OR- SP #2 UP TO NOM 9' WALL HEIGHT. 2x6 SPF -OR- SP STUD UP TO NOM 10' WALL HEIGHT. ANCHOR EXTERIOR WALLS SILL PLATES W/1/2" MIN DIA. EPDXY SET ANCHOR W/STANDARD WASHER AND NUT TO MEET A MINIMUM OF (2) ANCHORS EACH PIECE AND BETWEEN 4"-12" EACH SIDE OF SILL PLATE SPLICES AND MAX. SILL ANCHOR AT 36" O.C.. ALL EXTERIOR WALLS ARE SHEARWALLS NO INTERIOR SHEARWALLS ARE REQUIRED. INSTALL HEADERS AS INDICATED PER PLAN WITH ]=NUMBER OF JACK STUDS AND K=NUMBER OF KING STUDS. FOR NON LOAD BEARING PARTITIONS, PROVIDE SINGLE JAMB STUDS WITH HEADERS NOT LESS THAN SINGLE 2x4 SET FLAT FOR OPENINGS UP TO 96" IN WIDTH. COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. SEE Sl SERIES SHEETS FOR GENERAL NOTES AND DETAILS PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN ARE GENERALLY NOT INDICATED, BUT ARE INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND TYPICAL CONSTRUCTION CONDITIONS OCCURRING THROUGHOUT THE WORK. •-- -- INDICATES 3/8" MIN DIA. THREADED ROD -OR- QUICKTIE QTB LOCATIONS. SHIFT A MAXIMUM OF 4" WHERE REQUIRED. FOUNDATION/FLOOR/WALL PLAN 1/8' -=l' -O-' - (2)1 3/4"x11 -1/4" LVL J L 1 �I 6x6 NOM. POST W/SIMPSON ABU66 y.j W/5/8" ANCHOR EPDXY SET 7" DEPTH TO 24"x24"x12" DEPTH FTG.. I� W/(2)#4 E.W. Xi X �I I� C3 .. -. 53.1 .� w I I cv v OPTIONAL OPTIONAL Iv (2)2x4 (2)2x6 (2)2x6 (2)2x10 -- - --------------- ----------------------------------------------------- ---------- --------------- - ------ -- -- i I I I I I I I I i I I I i I I � I I C3 I I 53.1 I I I II I I I I I I ! I C3 I 53.1 I 1 I (2)2x4 ' (IJIK) I I I j .(2)2x4 I I. 24"x24"x12" DEPTH FTG. (1J1K) ! W/(2)#4 E.W. I I I I � I � I I OPTIONAL A3 ! (2)2x4 S3.1 (1JIK) I I I I I I I I cl I II I 3.2 I I I I I C2 i , I ---- --------------1 4" I � I 2)2x10 ! C2 _ I. ! ! 3.2 � C3 (2,12K) co:I I S3.1 x! I 1-------- ------------- __._J L L� $-.J.. ._(2)2x4 (1J1K) C3 (2)2x12 PER DETAIL C3/S3.2 4x4 NOM. POST W/SIMPSON ABU44 .. (2J2K) W/5/8" ANCHOR EPDXY SET 7" DEPTH TO 24"x24"x12" DEPTH. FTC. - W/(2)#4 E.W. 18'-11' 13 —4" 4.-4" DATE 10-19-2017 JOB NUMBER: 7346 FOUNDATION/WALL PLAN DRAWING SHEET: \ S -2A PAUL o No. 96 ' 0• STATE OF •� •W • •' FLORI�P••'••ti.� �� �/S�O NAL• S�\\\\. OFFICE COPY///// ///1111100 10-19-20 C. PAUL DIGIACON10 FL PE #59660 A.E.1. ALOHA ENGINEERING INC 770 WAKEMONT DR. ORANGE PARK FLORIDA 32065 C E R T I F 1 C AT E O F A U T H ❑ R I Z A T 1 O N N O. 31036 W C uo O n V M I0000`I O F�1 U cq W DATE 10-19-2017 JOB NUMBER: 7346 FOUNDATION/WALL PLAN DRAWING SHEET: \ S -2A PAUL o No. 96 ' 0• STATE OF •� •W • •' FLORI�P••'••ti.� �� �/S�O NAL• S�\\\\. OFFICE COPY///// ///1111100 10-19-20 C. PAUL DIGIACON10 FL PE #59660 PLAN NOTES UNLESS NOTED OTHERWISE ON TRUSS PLAN, TYPICAL WOOD TRUSS BEARING ELEVATION NOM 8 FEET ABOVE DATUM ELEVATION 0'-0" F.F.E. FIRST FLOOR TYPICAL ROOF FRAMING SHALL BE PREFABRICATED WOOD TRUSSES AT 24" O.C. MAXIMUM SPACING. ANCHOR ROOF TRUSSES AT BEARING WALLS WITH SIMP H8 ANCHOR -OR- QUICKTIE TIMBERLOK WOOD SCREW U.N.O. BRACE PREFABRICATED TRUSSES PER TRUSS DESIGNER LEAVE CONSTRUCTION BRACING PER BCSI AS PERMANENT WHERE POSSIBLE. ATTACH WEB CONTINUOUS LATERAL BRACING PER INDIVIDUAL TRUSS DRAWINGS TO TOP CHORD OF ROOF TRUSS WITH A 2x4 V=BRACE 600 MAX. ANGLE AND (4).131x3" NAILS EACH END, SPACED 10' APART MAX. SHEATH OVERHANGS CANTILEVERS AND COVERED PATIOS OF EXTERIOR CEILINGS ACCORDING TO ROOF SHEATHING CRITERIA SHEET S1. MANUFACTURED SOFFIT MAY BE USED IN LIEU OF SHEATHING AT OVERHANGS NOT EXCEEDING 24" INSTALLED PER MANUFACTURER AND MEETING COMPONENT & CLADDING WALL OPENING DESIGN PRESSURES PER SHEET S1. ANCHOR PATIO BEAMS AT WOOD BEARING WITH SIMPSON MTS12 OR SIMP LSTA18 EACH END. U.N.O. NOTCH PATIO BEAMS 3" AND SET BELOW TOP PLATES ON (2)2x STUD U.N.O. BEARING WALL HIGH TOP PLATE SPLICES REQUIRE A 3/8" THREADED ROD CENTERED ON SPLICE OR WITHIN 4" EACH SIDE -OR- SIMPSON SSP TO STUDS ADJACENT TO SPLICE OR TO HEADER EACH SIDE OF SPLICE. COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. FOUNDATION DIMENSIONS SHOWN TO BE REVIEWED TO BE INCOMPLIANCE WITH ARCHITECTURAL DRAWINGS. SEE S1 SERIES SHEETS FOR GENERAL NOTES AND DETAILS PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN ARE GENERALLY NOT INDICATED, BUT ARE INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND TYPICAL CONSTRUCTION CONDITIONS OCCURING THROUGHOUT THE WORK. • -- -- INDICATES 3/8" MIN DIA. THREADED ROD -OR- QUICKTIE QTB LOCATIONS. SHIFT A MAXIMUM OF 4" WHERE REQUIRED. DESIGNATES HIGH CONCENTRATED LOAD. INSTALL __TIE DOWN AND BUILT UP COLUMN WITH NUMBER OF IL�'I STUDS DIRECTLY UNDER REACTION WHERE APPLICABLE AS INDICATED BELOW. M--- (2) STUD MINIMUM. (2)SIMPSON H8 M--- (3) STUD MINIMUM. (2)SIMPSON H8 rm LjJ--- (3) STUD MINIMUM. (1)SIMPSON LGT2 -or- (3) H8 ROOF PLAN Ln h c� c� c�i � xp GARAGE RIGHT OPTION OFFICE COPY 7346 ROOF PLAN DRAWING SHEET: S-2.1 PAUL No. 96 0 p STATE OF jO/NAL •IS��\`1019 201 C. PAUL DIGIACONIO FL PE #59660 A.E.I. ALOHA ENGINEERING INC 770 WAKEMONT DR. ORANGE PARK FLORIDA 32065 C E RTI FI. C.AT.E O F A UTHD R I ZAT1 0 N O. 31036 c/] W VW`fl� < > O U Q 000 Q - U N W 7346 ROOF PLAN DRAWING SHEET: S-2.1 PAUL No. 96 0 p STATE OF jO/NAL •IS��\`1019 201 C. PAUL DIGIACONIO FL PE #59660 UNLESS NOTED OTHERWISE ON TRUSS PLAN, TYPICAL WOOD TRUSS BEARING ELEVATION NOM 8 FEET ABOVE DATUM ELEVATION 0'-0" F.F.E. FIRST FLOOR TYPICAL ROOF FRAMING SHALL BE PREFABRICATED WOOD TRUSSES AT 24" O.C. MAXIMUM SPACING. ANCHOR ROOF TRUSSES AT BEARING WALLS WITH SIMP H8 ANCHOR -OR- QUICKTIE TIMBERLOK WOOD SCREW U.N.O. BRACE PREFABRICATED TRUSSES PER TRUSS DESIGNER LEAVE CONSTRUCTION BRACING PER BCSI AS PERMANENT WHERE POSSIBLE. ATTACH WEB CONTINUOUS LATERAL BRACING PER INDIVIDUAL TRUSS DRAWINGS TO TOP CHORD OF ROOF TRUSS WITH A 2x4 V -BRACE 600 MAX. ANGLE AND (4).131x3" NAILS EACH END, SPACED 10' APART MAX. SHEATH OVERHANGS CANTILEVERS AND COVERED PATIOS OF EXTERIOR CEILINGS ACCORDING TO ROOF SHEATHING CRITERIA SHEET S1. MANUFACTURED SOFFIT MAY BE USED IN LIEU OF SHEATHING AT OVERHANGS NOT EXCEEDING 24" INSTALLED PER MANUFACTURER AND MEETING COMPONENT & CLADDING WALL OPENING DESIGN PRESSURES PER SHEET S1. ANCHOR PATIO BEAMS AT WOOD BEARING WITH SIMPSON MTS12 OR SIMP LSTA18 EACH END. U.N.O. NOTCH PATIO BEAMS 3" AND SET BELOW TOP PLATES ON (2)2x STUD U.N.O. BEARING WALL HIGH TOP PLATE SPLICES REQUIRE A 3/8" THREADED ROD CENTERED ON SPLICE OR WITHIN 4" EACH SIDE -OR- SIMPSON SSP TO STUDS ADJACENT TO SPLICE OR TO HEADER EACH SIDE OF SPLICE. COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. FOUNDATION DIMENSIONS SHOWN TO BE REVIEWED TO BE IN COMPLIANCE WITH ARCHITECTURAL DRAWINGS. SEE S1 SERIES SHEETS FOR GENERAL NOTES AND DETAILS PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN ARE GENERALLY NOT INDICATED, BUT ARE INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND TYPICAL CONSTRUCTION CONDITIONS OCCURING THROUGHOUT THE WORK. • -- -- INDICATES 3/8" MIN DIA. THREADED ROD -OR- QUICKTIE QTB LOCATIONS. SHIFT A MAXIMUM OF 4" WHERE REQUIRED. DESIGNATES HIGH CONCENTRATED LOAD. INSTALL --TIE DOWN AND BUILT UP COLUMN WITH NUMBER OF STUDS DIRECTLY UNDER REACTION WHERE APPLICABLE AS INDICATED BELOW. --- (2) STUD MINIMUM. (2)SIMPSON H8 --- (3) STUD MINIMUM. (2)SIMPSON H8 --- (3) STUD MINIMUM. (1)SIMPSON LGT2 -or- (3) H8 ROOF PLAN 1/8"=l' -O" 4 C1 n n A n CIO W OFFICE COPY A.E.I. HA ENGINEERING I 770 WAKEMONT DR. ORANGE PARK FLORIDA 32065 C£ R T I F IC AT E O F A U T H 0 R 1 Z A T 1 O N N 0. 31036 I I DATE 10-19-2017 11 IOB NUMBER: 7346 ROOF PLAN DRAWING SHEET: S -2.1A 00�IIIIIIII///rr r .��PAUL G .4?.. I v No. 9660 •' p• S ATE OF ��rrrs't O N A L •; �\\`�� 10-19-20 C. PAUL DICIACONIO FL PE #59660 z CUT EVERY OTHER WIRE ° r SAW CUT JOINT 1/4"xl" W.W:F. IF USED W.W.F. IF USED W/FTC. PLACE 1#4 VERT. FTG. FIRE 4° F.F.E PLACE. 1#4 VERT. CELL DWLS. TO MATCH 1 ALL °- C �x CORNER CELTS OR N _IN ALL ENDCELLS. :fix ° Qx. x�c 4 CLOSEST CELL ADJ ENT ° a = I 1=1 i= I 1=1 =Ili TO ALL CORNERS: II=III III III � III I END of WALL -')VAPOR RETARDER VAPOR RETARDER A.E.I. Al TYPICAL MASONRY REINF. AT DISCONTINU IES A2 TYPICAL CONTROL JOINT A3 TYPICAL SLAB ON GRADE RECESS ALOHA ENGINEERING INC /2" = V - 3/4" = 1' 314'---V 770 WAKEMDNT DR. ORANGE PARK FLORIDA 32065 A36 STEEL ALL THREADED ROD A36 STEEL ALL THREADED ROD C ERTITICATE ❑ F -OR- QUICKTIE QTB PER SHEET -OR QUICKTIE QTB PER SHEET A U T H ❑ R I Z A T 1 D N WALL STUDS PER Si. (U.N.O.) WALL STUDS PER Sl. (U.N,O.) N D. 31036 SHEET SHEET S2 S2 WALL SHEATHING WALL SHEATHING U PER SHEET Sl PER SHEET Si a P.T. SILL PLATE W/ANCHOR P.T. SILL PLATE W/ANCHOR PER SHEET S2 PER SHEET S2, 1 #4 CONT. G 8" MAX. 1 #4 CONT. F.F.E. TO #4 VERT. 0 48" O.C. _ ° T. .C. _ 1 #4 CONT. ° n , VARIES 4 4 -COURSES MAX. x U III=III — 8" NOM CMU GROUTED j 12" Q > VARIES 4 -COURSES MAX. c I 8" NOM CMU GROUTED AL �2" ° a DWL AT 48"#O,CERTICBL I a UIO_I 1 #4 CONT. G SOLID W/1 #4 VERTICT DWL AT 46" O.C. —I I 8 - — - 'I TIG III-iIG Q M -- n ° , LSI - 10 12 MIN. I -lil it 111—Ili IT 12" IN. — T.O.G. TO � � � III T.O.G. TO VARIES ° �- B.O.F. ° 10 -i B.O.F. ° 4 -COURSES MAX. _ 8' NOM CMU GROUTED 12" 2 4 C _! -, _-_ __ w J' ( ) # (2) #4 CONT. - -- - ° SOLID W/1 #4 VERTICAL 25" MIN LAP, BEND - -1 __I I _I 25" MIN LAP, BEND -1—'-—' —1 DWL AT 48" O.C. AROUND CORNERS 18" #3 OR CHAIRS ® 48• AROUND CORNERS ✓3 OR CHAIRS C� 48" �- 8 l8 # OPTION TYPICAL STEMWALL FTG W/SLAB OPTION TYPICAL STEMWALL FOOTING DATE 10-19-2017 1- i- JOB NUMBER: 7346 12" MIN. T.O.G. TO B.O.1 A36 STEEL ALL THREADED ROD DETAILS MIN -OR- QUICKTIE QTB PER SHEET (2) #4 CONT. =III- III 1— 1 WALL STUDS PER Sl. (U.N.O.) 25" MIN LAP, BEND - SHEET S2 AROUND CORNERS 18° #3 OR CHAIRS ® 48" WALL SHEATHING DRAWING SHEET: PER SHEET S1 A36 STEEL ALL THREADED ROD P:T. SILL PLATE W/ANCHOR WALL STUDS PER ST..R(U.N OI jKT[E QTB PER SHEET PER SHEET S2 SHEET S2 S-3.1 WALL SHEATHING OPTIONAL TYPICAL CMU EDGE T__ GE_ \'w PER SHEET s1 1 #4 CONT. 8" MAX." P.T. SILL PLATE W/ANCHOR F.F.T.O.C.E. TO #4 VERT. @ 48" O.C. PER SHEET S2 F.F.E ° F.F.E y - F.F.E Q 4.. 6" MIN. 1? q•• \\\ \�1111111111j F.F.E a f F.F.E. TO 4 \�\ PAUL D /� 18 r n c) cod d IAe- MX. AX 12" ° cD 12'08" . Q¢m a c� ca 12•MIN TO. oT.O.G. TO MCE ^^Y ••' •' ��O* ,.__- 66 TO B.0 F. i -i- Q STATE OF •'• (2) #4 CONT. 25 MIN LAP 2" BEND AROUND CORNERS #3 OR CHAIRS ® 48' I- #3 OR CHAIRS ® 48" i I� Q+•,•' %i s '•-LORD \� (2) #5 -OR- (3) #4 iii �` - (2) #4 CONT. 25" MIN LAP. /// S"ONAL • • `G� CONT. 25" MIN LAP, BEND AROUND CORNERS / \\ �\ l2" BEND AROUND CORNERS l2" / 1 I I I I I I\ 40-19-201 C1 TYPICAL EDGE C2 TYPICAL MONOLITHIC FTG W/SLAB C3 TYPICAL MONOLITHIC FOOTING C. PAUL DIGIACON"to 3/ "= r 3/4" = V 3/4" = V FL PE #59660 MAX - W AND W/SHEATHING NAILS AT 4" O.C. Z 2x OUTRIGGERS ® 24" O.C. U w W/(3).13lx3 EACH END X,Q O GABLE TRUSS PER MANUF. 2x4 BRACING 0 GABLE PEAK TO BOT. CHORD OF TRUSS APPROX. ANGLE J ANGLE BRACE TO 20`-50" FROM HORIZONTAL 4' MIN.J DO NOT SPLICE WALL SHEATHING 7 / (3) BLOCKING '8/(4).131x3" ATTACH 00�G FROM GABLE END ATTACH W ATTACH PER SHEET Si TO TOP .131x3" NAILS EACH END. PLATES AND BEAM AT 6" O.C. 2x4 BRACING 0 48" O.C. TO TOP CHORD- OF HORD OF TRUSS APPROX. ANGLE 40°-60° FROM HEADER PER PLAN HORIZONTAL 4' MIN, FROM GABLE END (4).1310" NAILS TO GABLE STUD. Si. (2)- SIMPSON LSTA18 FLAT ST WALL SHEATHING PER SHEET RAP. INSTALL SIMPSON LSTA18 FACE -OR- (2) FULL-LENGTH 2x STUDS ATTACH DATE 10-19-2017 QUICK -TIE TIMBERLOCK SCREW TO ADJACENT STUD WITH .131"x3" TO PLATE @ 32" O.C. 2x4 BRACE ® 48" O.C. EXTEND NAILS STAGGER SPACED 6" ON CENTER JOB NUMBER: 7346 A36 STEEL ALL THREADED ROD CONT. 8' FROM GABLE END W/ (2).131x3" EACH PLY. NAILS TO TRUSS BOTTOM CHORD. W/2x2xl/8" PLATE, WASHER & GRADE (2) 2x HEADER STUDS ATTACH TO DETAILS 2 HEX NUT W/4" LONG BLOCK. BRACE 'GABLE TRUSS VERTICALS ADJACENT WITH .131x3" NAILS STAGGER -OR QUICKTIE QTB PER TRUSS ENGINEERING DETAILS SPACED 6" ON CENTER EACH PLY. B2 DRAWING SHEET: ANCHOR A36 STEEL ALL THREADED ROD A36 STEEL ALL THREADED ROD CONT. W/2x2xl/8" PLATE, WASHER _ -OR- QUICKTIE QTB PER SHEET APA RATED WALL SHEATHIN -OR- QUICKTIE QTB PER SHEET & GRADE 2 HEX NUT (U.N.O.) 2 SL (U.N.0)PER SHEET Sl S1. (U.N.O.) P.T. SILL PLATE W ANCHOR PER PER SHEET S2 STUDS AT 16" O.C. PERPER W/ ANCHOR PLAN SHEET S2: WALL SHEATHING PER SHEET Sl .T. SILL PLATE F.E F.F.E �ililllilf/ �/ PER PLAN PER PLAN u 'PAUL •,jCj� a1. IN C'� i 1 to N 59660 •oo' o 1' -0 MIN. i M 1 0 MN 2x P.T.P T BASE PLATE � p �• STATE OF •� � �—(2) #4 CONT. 25" MIN LAP, (2) #4 CONT. 25" MIN LAP. ' F Q. ,••�� LB „ OFFICE COP s LORID,. ��BEND AROUND CORNERS � ��BEND AROUND CORNERS ;, i '•. 12 #3 OR ROD CHAIRS 12 48" O.C. ®348R O.C. CHAIRS „ ��/�sl0l]�],�j,,F'��t�� , 10-19-201 C1 C2 C3 C. PAUL DIGIACLML 3/4" = 1' 3/4" = P - 3/4" = r FL PE #59660. BLOCK BETWEEN OUTRIGGER SIMPSON H8 ANCHOR 2x OUTRIGGERS 0 24" O.C. -or-QUICK-TIE TIMBERLOCK WOOD SCREW U.N.O. W/(3) .131x3" EACH END' 2x4 BRACING ®TRUSS PEAK TO BOT. CHORD OF TRUSS APPROX. ANGLE 20°-50' FROM HORIZONTAL 4' MIN. FROM GABLE END ATTACH W/ ANGLE BRACE TO (4).131x3" NAILS. TOP CHORD PRE -FAB WOOD TRUSS PER W/(4).131 x3" MANUFACTURER. 2x4 BRACING ® 48" O.C. TO TOP CHORD TOE NAIL TRUSS TO TOP PLATE A. E. 1. OF TRUSS APPROX. ANGLE 40°-60" FROM W/(3) 12d NAILS. 2x CONT. FASCIA BOARD. HORIZONTAL MIN. FROM GABLE END I (4);131x3° NAILS TO GABLE STUD. (2) 2x SYP #2 TOP PLATE. 16d NAILS ALOHA ENGINEERING INc 6" O.C. LAP SPLICES 48". SHEATHING ATTACH PER 770 WAKEMONT DR. SHEET Sl. ORANGE PARK 17 GABLE TRUSS PER A36 STEEL ALL THREADED ROD CONT. W/2x2xl/B" PLATE, WASHER FLORIDA 32065 c E R T 1 F I L A T E ❑ F BRACE GABLE TRUSS VERTICALS � S VERr7 & GRADE 2 HEX NUT (U.N.O.) PER TRUSS ENGINEERING DETAILS 2x4x6' ® 48' W/(2).13lx3" NAILS 2x STUDS AT 16" O.C. -OR- QUICKTIE QTB A u T H O R I Z A T 1 O N NO. 31036 WALL SHEATHING PER SHEET Sl. EACH INTERSECTION. U.N.O.. U A2 A3 TYPICAL TOP PLATE 3/4" = 1. _ 3/4,: =.1' r 7 2x4 BLOCKING AT ANGLE BRACE/ROOF vJ O INTERSECTION W/(3) 131x3" EACH END MAX - W AND W/SHEATHING NAILS AT 4" O.C. Z 2x OUTRIGGERS ® 24" O.C. U w W/(3).13lx3 EACH END X,Q O GABLE TRUSS PER MANUF. 2x4 BRACING 0 GABLE PEAK TO BOT. CHORD OF TRUSS APPROX. ANGLE J ANGLE BRACE TO 20`-50" FROM HORIZONTAL 4' MIN.J DO NOT SPLICE WALL SHEATHING 7 / (3) BLOCKING '8/(4).131x3" ATTACH 00�G FROM GABLE END ATTACH W ATTACH PER SHEET Si TO TOP .131x3" NAILS EACH END. PLATES AND BEAM AT 6" O.C. 2x4 BRACING 0 48" O.C. TO TOP CHORD- OF HORD OF TRUSS APPROX. ANGLE 40°-60° FROM HEADER PER PLAN HORIZONTAL 4' MIN, FROM GABLE END (4).1310" NAILS TO GABLE STUD. Si. (2)- SIMPSON LSTA18 FLAT ST WALL SHEATHING PER SHEET RAP. INSTALL SIMPSON LSTA18 FACE -OR- (2) FULL-LENGTH 2x STUDS ATTACH DATE 10-19-2017 QUICK -TIE TIMBERLOCK SCREW TO ADJACENT STUD WITH .131"x3" TO PLATE @ 32" O.C. 2x4 BRACE ® 48" O.C. EXTEND NAILS STAGGER SPACED 6" ON CENTER JOB NUMBER: 7346 A36 STEEL ALL THREADED ROD CONT. 8' FROM GABLE END W/ (2).131x3" EACH PLY. NAILS TO TRUSS BOTTOM CHORD. W/2x2xl/8" PLATE, WASHER & GRADE (2) 2x HEADER STUDS ATTACH TO DETAILS 2 HEX NUT W/4" LONG BLOCK. BRACE 'GABLE TRUSS VERTICALS ADJACENT WITH .131x3" NAILS STAGGER -OR QUICKTIE QTB PER TRUSS ENGINEERING DETAILS SPACED 6" ON CENTER EACH PLY. B2 DRAWING SHEET: ANCHOR A36 STEEL ALL THREADED ROD A36 STEEL ALL THREADED ROD CONT. W/2x2xl/8" PLATE, WASHER _ -OR- QUICKTIE QTB PER SHEET APA RATED WALL SHEATHIN -OR- QUICKTIE QTB PER SHEET & GRADE 2 HEX NUT (U.N.O.) 2 SL (U.N.0)PER SHEET Sl S1. (U.N.O.) P.T. SILL PLATE W ANCHOR PER PER SHEET S2 STUDS AT 16" O.C. PERPER W/ ANCHOR PLAN SHEET S2: WALL SHEATHING PER SHEET Sl .T. SILL PLATE F.E F.F.E �ililllilf/ �/ PER PLAN PER PLAN u 'PAUL •,jCj� a1. IN C'� i 1 to N 59660 •oo' o 1' -0 MIN. i M 1 0 MN 2x P.T.P T BASE PLATE � p �• STATE OF •� � �—(2) #4 CONT. 25" MIN LAP, (2) #4 CONT. 25" MIN LAP. ' F Q. ,••�� LB „ OFFICE COP s LORID,. ��BEND AROUND CORNERS � ��BEND AROUND CORNERS ;, i '•. 12 #3 OR ROD CHAIRS 12 48" O.C. ®348R O.C. CHAIRS „ ��/�sl0l]�],�j,,F'��t�� , 10-19-201 C1 C2 C3 C. PAUL DIGIACLML 3/4" = 1' 3/4" = P - 3/4" = r FL PE #59660. II LL VV W m W V U pp Z Z l W 0 1- L H Q (/) p_ W GC ; oC W 0 ce Q F— J (/) u— Lu ^ W 11 .III - t; Ce 48 8 ,-. w 1.p 1_n '- n _ 1811... w 12 1 17 8 I m n Lu y I I m , I ; M pp PRE NGR BEAM d e N qm1 m --- - - -- —p — 4X4 T. POST WRAPPD T8fl d° a °— m L a m ° n TYP I � . Q ,.m n zw m a m m - m m maLANAI 4 a a. a.m a mo n w a mw e m a 4181 12 0 R!" �. , O. 81 , CLG, ma 9a° a °. 8131-311 1.1001 11 28 4 o 9 2 2 Q m V N�c ru, N y m 4 a m a I INSTALL AIC CONDENSOR AT .a qm a e e. m a a T LOCATION WHENHOUSE HIS LOCA 10 E m m ,dL m I IS LESS THAN 8 FROM -SIDE d ) � A ) ,4 Am ° q YAR PER CODE SEE BUILDER c y5 +. r. ..�A(C212ne 2� 2n FOR APPROVAL ICU I \4\, 4 w.—. 19 % % :I=jj --- --- f % Lu , ° 6068 FRENCH 3050SH OPTIONAL OPTIONAL 30505H 3050SH i 'Q ' 30505H 3050SH ; ,K o , w ice'. Y ... x SLOPE TO 9 as MF MASTER BEDROOM o BEDROOM #2 1 n r n 18 3.X12..11 r t 11 5710'-8" 8t CLG. 0 1 � _ 8 CLG. N .- ' FAMILY ROOM � d - rt X1 178 76 ti , 9 1 1- n CLG.. 1 11-11 ,1 8 9 —6'-1 21 n 3r. n 18 T-10" 21-7" 51-811 4i n 21- 01 n r U 5068 BI -PASS OPTIONALCn J b BARN DOOR "' R&Scn `Z a ti W W _ Z m lP T flu E TUB =o Ln co � _ o� oW- r0 �IT ro NO oCM 4 12 AB TU'�I 8 2 6 4 5 8 _E ti `L , O O ^, OPTIONAL _ J M 0 ac OPTIONAL ,J V XX I' S NK N � LTB SINK BATH R&S TB �o 0 `l. a I �' o rn 8C LG. W _� 3 — M 60 VANITY =21 I Q > �[ .-� _I T U ILI :I ,o s C � Q = C? OPTIONAL ti _ o 0 _ 8C I r I _ cn D cn O o Lf t. rn .BENCH � .... � � W.I.C. , � _ i� i o _ n GD O cti V J - — — — — — 42 2X6 KNEE WALL _ o C> G _00 cv I �o � 1 1 2X6 WALL �o o I 11 n I 11 z �r d' _ OPTIONAL 6 5_ 5 8 .n 6 8 ti O i o z � WITH 16 BAR TOP o 0 0 Q r>- x - F= STEEL T SINK Q M UB 0 W _ V ABOVE � o m -I- I cn s' O _ - 1-1 a _ z R&S P F N I4 O o 1 11 1 nO 3 41-811 85 6 I a r m I o FIRE)�ATED n W 1 n , KITCHEN L.B. 5.4 1-4 C AH _ _ SELF CLOSING U BEDROOM #3 WH a _ 9 CLG. I ° d 0 ZONAL MASTER BATH TUB _ 1 11 o DOR Q 0 1V-5710-7 �. , SCALE. 114 V-0" I 8 CLG. � W c� I aQ CURB $w Iz- oIw I� ATTIC ss f1 3 O— PTIONAL I m 1 fl -� I 11 AL OPTION I'll 4 11 41-811 2 -4 n 1� X4 SLAB , II 22 X30 MIN, . I L,_ _ J 2868 1 fl n 1 2 -2 81. 10 L2r -6,1 _ GARAGE 4 BI PASS R & S 068 1 1 II 18-3 X20-6 OPTIONAL I R & S 8 CLG. 4X8SLAB - _ j N I 406 BI- PASSI 131-6n _ - 181-711 11 �I _1 ti FOYER II 9 CLG. _ DINING - a i- N 1` n 1 1 13 O X10 01 0 cv 1 N ._ 9 CLG. r , s BEDROOM #4 , m rr- 11 5�aX10 7fl 2.3050 H 4 P.T. POST 8 CLG. 4X m a l e e WRAPPED TO 8" ma (Ty d n I p III d e m - n 6� 0 6.6 P. ° d ° a � m 12 1 e HB FRONTPORCH � m a , I �I L. W d _ 9C1 G I 4050SH m e W� •e - 0 ° N M e. R°Bd z ` _ -E GEAM �E - m 16070 OHD _ m _ d r _ NOTE. 1 gin' , A FOUNDATION HALL BE 1SURVEY S P F RM , 0 ED AND A , 1 COPY OF THE SURVEY HALL BE ON THE I' F - S S S OR THE BUILDING 1 n 1 n 1 1. I 6 n 1 a ' fl ' n - - 112 1 4-4 1 5.10 6.6 1 - ......60112 50 9512 95.112 1 ■ 1 . 11n 64 12-4 181.11 11 1 48'-8" IF SHOWER HAS GLASS ENCLOSURE SAFETY GLAZING FLOOR PLAN REQUIRED PER SCALE: 114n=1'-0" FBC R-308.4.5 INSPECTORS USE PRIOR TO FRAMIN INSPECTION. �- CODE INFORMATION DRAWING INDEX BUILDING CODE: 2014 FLORI BUILDING CODE RESIDENTIAL 5TH ADDITION SHEET NUMBER SHEET NAME 2014 FLORI RI BUILDING CODE PLUMBING ..:Date- 112017 2014 FLORI BUILDING CODE MECHANICAL A1.1 FLOOR PLAN Scale AS SHOWN 2011 NEC _ CURRENT JAX BEACH LAND DEVELOPMENT CODE A1.2 FOUNDATION AND ROOF PLANS Job 17 60R CONSTRUCTION TYPE: 56 A1.3 ELECTRIC PLAN A2.1 OCCUPANCY CLASS. - ELEVATIONS Sheet R3 A3.1 DETAIL SHEET Alml C.\Users\Bill Sh,elds\Goo le Dnve\1-Dran s\AmencarrClassic Hom s\ 1760R 283 Belvedere Street\2017 11.201760R 283 Beluedere Stre_ett d wg, 11/20/2017 2017 1:0754PM VENT CALCULATIONS VENTED SOFFIT VENTILATED ATTIC AREA: 2,203 SQ. FT.` 2,2031300 = 7.34 SQ. FT, 7.34 SQ. FT. X 144 =1,056 SQ. IN. TOTAL NET FREE VENT AREA 1,056 X 50% = 528 SQ. IN. NET FREE v Z SOFFIT REQUIREMENT`= 6.55 SQ. IN. NET FREE PER LF `gym 52816.55 = 81 LF VENTED SOFFIT REQUIRED U OFF-RIDGE VENTS w 00 VENTILATED ATTIC AREA: 2,203 SQ. FT. f- °C 2,203 1300 = 7.34 SQ. FT. wCe z 7.34 SQ. FT. X 144 =1,056 SQ. IN. TOTAL NET FREE VENT AREA w - > 1,056 X 50% = 528 SQ. IN. NET FREE � O (2) 6' OFF-RIDGE VENTS AND (1) 4' OFF=RIDGE VENT REQUIRED w Q (4'-144 SQ. IN. EACH, 6'-216 SQ. IN. EACH, 8'-244 SQ. IN. EACH) o z Lu w 02 _ m M CO N I ko . z ALL VENTED SOFFITS TO BE V N FRONT AND REAR ONLY IF SIDES J ARE FIRE BLOCKED E- 1 = �E LIN U X cc 1 --J 4 41 J J W LLJ Lu a r� J III U Q M _, rna�M 12 O 5 m . Z 00 r� d- , n w � M i z w W a a w O Cn Z Q m J H u- Cn o J MA 12 "' 51 0 Z Q W krO COMMUNITY DEVELOPMENT pate 1-20-17 APPROVED Scale AS SHOWN Job 1760R _Sheet A1.2 / s cfci OPTIONAL 4, / I I', I OPTIONAL PENDANT O .LIGHTING O F, v] 1 1 I _ I m _I I f l \ — 0'T7 ""CT— GFCIF5 ` / / / O l O ° ° o / I 3 I I GFCI ti o _Q � I O ® 1 � o o° I 1 O O o0 —I I` U3 L= _ — — PTIONAL 0 1 z 3 /I h, GFCI o � Lj BELOW FOR 1 GFCI d11 — — � L.B.. I DISHWASHER. / I L � ZAHU I I - WH C P Gf e I i I GFCI / I — — I I I REF \ I I I1 I L LL AIN PU CH \ i I \ I\ I`: LIGHT IN ATTIC f 3 i L- J I 1 I \ I I' I — \ OPTIONAL LIGHTING ® GFCI O I I CLG J - I — i f� GFCI I �c (2)11 OV OUTLETS ®_ (1) 220V DISCONNECT 2 11 OV WATERPROOF GFCI OUTLETS (INTERIOR) oCNU-) LnN 2 11 OV WATERPROOF GFCI OUTLETS(EXTERIOR)WP/GFCI 7 SINGLE POLE SWITCH t3 THREE WAY SWITCH LIGHT FIXTURE 1 EXHAUST FAN - WALL MOUNTED HT FIXTURE UN LIGHT CEILING MOUNTED LIGHT FIXTURE O O RECESSED LIGHT FIXTURE ° PENDANT LIGHTING c �t a-+ p p PRE -WIRE AND BRACE FOR CEILING FAN M IDE DETECTOR S OKEICARBON MONOX DET C OR _c ... 00 M OPTIONAL FLOODLIGHT G HT x 1'X4' FLOURSSC ENT LIGHT 0 CABLE OUTLET PHONE0 UTLET C:\Users\Bill Shields\Google Drive\1-Drawings\American Classic Homes\1760R-283 Belvedere Street\2017-11-20 1760R-283 Belvedere Street.dwg, 11/20/2017 1:07:56 PM ZN. 00 oCNU-) LnN 7 U E --r J -cn - NOTES: M Q >-•. c �t a-+ p p _c ... 00 M i 1. ELEe T I C R CA L LAYOUT OU MUST MEET STATE AND LOCAL CODES. Q U, M Lu . e / C 1 ELECTRICIAN TO VERIFY.' Q m 2. ALL FIXTURES TO BE CFL OR LED. 0 iI e 1 ! WPM. 3. ALL OUTLETS THAT ARE NOT GFI TO BE AFCI PROTECTED. d 0 d ° l C:\Users\Bill Shields\Google Drive\1-Drawings\American Classic Homes\1760R-283 Belvedere Street\2017-11-20 1760R-283 Belvedere Street.dwg, 11/20/2017 1:07:56 PM OPTIONAL RECESSED i i l LIGHTING NOTES: i 1. ELEe T I C R CA L LAYOUT OU MUST MEET STATE AND LOCAL CODES. . e / C 1 ELECTRICIAN TO VERIFY.' 2. ALL FIXTURES TO BE CFL OR LED. iI e 1 ! WPM. 3. ALL OUTLETS THAT ARE NOT GFI TO BE AFCI PROTECTED. d d ° l el � d ° p z k�, A* a OPTIONAL FLOOD 10 AL L00 LG HT P. - OPTIONAL COACH LIGHTTYP. ( ) Date11- 20 17 ELECTRIC PLAN C R Scale s AS SHOWN _ Job 1760R SCALE. 114 -1-0 Sheet ! Alml C:\Users\Bill Shields\Google Drive\1-Drawings\American Classic Homes\1760R-283 Belvedere Street\2017-11-20 1760R-283 Belvedere Street.dwg, 11/20/2017 1:07:56 PM ®MEN I mom 11 so NEI C a , FIBERGLASS SHINGLES 4 OFF RID ,_ .1 GE VENT 17 7 518TOP OF ROOF.1 17' -7 518 TOP OF ROOF J LL - , I PP.) , m v i m 12 12 12 12 w U ca 5` 5 FIBERGLAS SHINGLES SS G S5 5 z z HARDIE SHAKE TYP. TYP. w 0 f— cn z I vi w Q O I BE `:HEI H 9-8118 BEARING HEIGHT 9 N 8.918. BEARING HEIGHT oC GC r w oc Q w LIVING AREA (LIMN ) G AREA o .J w 8'-8 118 BEARING HEIGHT 8-8118 BEARING HEI T LL GH cn W cc w 0 ®MEN I mom 11 so NEI C a ( I'i I Ii 1 I I I , I I ,T- LONE m L L „ 4 TRIM P. 0-8 FINISHED FLOOR . 1. 1 1 A I I I I I I II I — I I i I ---I ( I'i I Ii 1 I I I , I I ,T- J W m en0y�� 00 N 4 TRIM TYP. � ) I 01-8" FINISHED FLOOR 0-0 FINISHED GRADE 1 11 ,.fr. 0 PTIONAL SHUTTERS 0-0 FINISHED RADE HARDIEBOARD LAP V4 X4 P.T. POST HARD EBOARD T-1 11 TY P.' SIDING TYP. WRAPPED TO 8 t ) (TYP.) SIDING TYP. V ■ N FRONT ELEVATION REAR ELEVATION E ON J . ' CONTRACTOR:MUST VERIFY ALL DIMENSIONS 1141 N SCALE: 1/4" 1"1 ► O r rrxa sN , E v a G ,i- V ... h 1I 17'-7 518 TOP OF ROOF 1 > it 61 OFF RIDGE VENT w N cud' 12 12FIBERG ASS SHINGLES ._ 5 5 . ws TYP. 11111 11111111 1 71 1 1 7--f-I 9-8118 BEARING HEIGHT J J' LIVING AREA) r, •. 8'-8 1/8BEARING HEIGHT �`` W - (� 0 o C) FE- 11/r cV i I I I un _ F-11 n_ L I T M I -TI r d'1 I / II ll II II J U II II II II � Ln L I 1rn I . I tI) uu a� ko I_ L _ M I I I I n U � I I I I I �i a I I c J I o C:) i 01 8n 0_FINISHED FLO R . to � U rn a .. 4: - Z 0 0 0 .FINISHED GRADE � WINDOW TRIM. d- r, Q HARDIEBOARD T 111 4 TRIM 2"AND c TOP 2 AND 6 P. OPTIONAL DOOR. U �) SIDING TYP. F --r SIDES AND BOTTOM 6„ ce RIGHT SIDE ELEVATION OPTIONAL WINDOW TRIM W -1. 1, ; 11 SCALE: 1/4” 0 SCALE: 912 =1,-0 m 0 IT -7 518 TOP OF ROOF 6 OFF RIDGE VENT 12 12 11 S' FIBERGLASS .SHIN LEG S 515 PP.)8 N I _ P.T. 276" TRIM P.T. N T 2'1 TRIM � C 0 N HIM i 9`-8 .118 BEARING HEIGHT LIVING AREA 8-8118 BEARING HEI HT G WOOD::. 8 COLUMN 6 I WOOD COLUMN 81 FINISHED 67 6 FINISHED �r DIMENSIONS DIMENSIONS S r 1 0 Z I C N N 0'-8" F 1 n.FINISHED FLOOR COMMUNITY YD DEVELOPMENT P.T. 2"X6" TRIM "c" P.T. 2 M APP R0V 0 011 FINISHED GRADE 9 11 IED 1-41 N ARD T 1 11 HARDIEBO 11 411 TRIM P. SIDING TYP. ) I Date 11 20-17STONE TAPERED 8X8nWOOD COLUMN 6X6n WOOD COLUMN LEFT IDE ELEVATION COLUMN DETAIL DETAIL DETAIL Scale AS SHOWN „ , „ _ 11 1 11. _ � n_ 1 n 1 1 n 1- -- -- ALE.114 0 SCALE: ALE. U2 1 0 SCALE. 112 1 0 - - SCALE.912 1 0 Job 1760R A a Sheet A2. 1 r Bill Shlel s Goo Ie Dnve 1-Drawin s Amencari Classic Homes\1760R 283 Belvedere Street\2017 11 20 1760R-283 Belvedere Street.dwg, 11/20/2017 1,07.57 P C.\Use s\ d \ 9 \ 9 \ _ 1 SCALE: 3" = 4 -00 FIBERGLASS SHINGLE ROOFING OVER UNDERLAYMENT INSTALL SHINGLES OVER ORV VENT FLANGE AT HEAD GALVANIZED METAL ORV WITH BAFFLES ET IN I > J w ' TO REJECT PASSAGECm M OF4n SPHERE` 00 _ c'V PLASTIC ROOF CEMENT OR SEALANT OVER PRE-ENGINEERED SCREEN �n x. WOOD TRUSSES �. INSTALL ORV FLANGE OVER V 1 SHINGLES AT BASE N w_ ui� ui rv:ix U- 7/16" OSB OVER x — I FIBERGLASS SHIN LES 0 N RENGINEERED WOOD 24a WIDE METAL VALLEY �o - BCD 15# FELT OVER 7116 O.S.B. TRUSSES (LASHING OVER 5# 1 FELT WITH 112 CLIPS n tw OVER 7116 OSB � �. TD Q F EN DETAIL PRE-ENGINEERED TRUSS ROOF SYSTEM OF RIDGE V W U NOT TO SCALE 011 E3 VALLEY FLASHING HI NG DETALP.T. 2X4 SILL 2XBLOCKING Lu r x ddb", . fu '^ t� - AI SPACEPLAT W1 SEAL W � t rrr .. � NOT TO SCALE � cn w ,aF a 12 FIRE CAULKED x SEE c.a ,x , LL, , x R P' ,�. ELEV. W , RUB ER FLASHING MEMBRANE a: . O V c I y .w d' PIPE BOOT O 00 �-- P � WEE HOLE 32 O.C. BE o GALVANIZED METAL FLANGE T-1 1/8ARING HEIGHT V I'APPROVED WEATHER BRAR ER OVER USB � GROUT SOLID TOP OF FINI HfLO R R 38 S 0 0 INSTALL 4n WIDE SB.F ADHERING - INSULATION 0 HING OVERLAPPING DOOR I FASCIA STYLE — — -518n PER BUILDER GYP. BOARD — — — 1 ME BY 114n AND`"P" BEYOND DOOR JAMB III -1 I I-, ,III -I . GUARDRAIL DETAIL RJ SCALE :11/2"=11.OII -1 11- DOUBLE 2X. 0 T P PLATE WITH HARDIE BEAD BOARD o° o o Cil APPROVED HURRICANE11 1-4 SOFFIT (TYP.) INSTALL 4n WIDE S F -ADHERING.. v L W ANCHOR AT ENDS OF EACH TRUSS MEMBRANE FLAS G OVERLAPPING 11 p p _ 0 BRICK FOUNDATION DETAIL DOOR RAMEBYv4 PLUMBING STACK FLASHING DETAIL 2 CSI * I _ Z `FIRE WITHIN 3 OF PROPERTY Lrq In INE, a� un IF Wcn NOT TO SCALE BLOCK AND FIRE CAULK BETWEEN SCALE: N.T.S. 1 c rn CUT WEATHER BARRIER IN AND V :-J 0 0 TRUSSES T BOTTOM OF ROOF DECK AROUND JAMBS EXTERIOR WALLS HAVE THE EXT. S rs � rn SHEATHING RAISED OF OF THE BED OF SEALANT STEPS .-` SET THRESHOLD INL Q > CONCRETE FOUNDATIO14 AND ALIGNED L C:V_ --' I FASHION, AT THE Ocn CD WITH WITH THE FACE 0F THE FOUNDATION BASE OF THE WALL & WORKING TOWARDS THE TOP, IN WATERSHEDDING a 4 JAMB FLASHING ' `INSTALL THE WRB TO THE FACE OF THE SHEATHING. O V Z 'I �= STONE OVER LAT &BARRIER CUT AT INVERTED "Y". APPLY CONT.SELF ADHESIVE FLASHING THAT EXTENDS 0d0' n 2 INSTALL 6 WIDE SELF ADHESIVE SILL FLASHING THAT AT LEAST 4„ BEYOND ROUGH OPENING.RT M 4 ,, EXTENDS 4' BEYOND OPENING, 41 TERMINATE STON AT BASE OF WOOD APPLY BEAD OF SEA AT BACK F WINDOW SECURE WRBSTRucTURE P R STMC-929 A2.2.2 DOOR FLASHING INSTALLATI N ce AND DETAIL 813INSULATION ,FLANGE & SET WIND W USING P U G AN HEAD SCREWS , AT HEAD W P ATM 1 TO FACILITATE INSPECTION CONCRETE DRIP SCREED E S 063 03 SCALE: E. N.T.S. I SELF ADHESIVE JAM S FLASHING OVERLAPPING THE SLAB 0APPLY A4 WINDOW FLANGE EXTENDED 4R PAST THE ROUGH OPENING. ti Q I 5 APPLY A 4N SELF ADHESIVE HEA D FLASHING OVERLAPPING THEE -------,FLASHING AT HEADEXTENDSGENEALNOTES WINDOW FLANGE EXTENDED 4„PAST THE ROUGH OPENING. Oo STONE APPLICATION DET LL 1. PARKING 'BUMPER (I REQUIRED) MUST BE INSTALLED LLED BEF RE C.O. 6 REMOVE PREVIOUSLY APPLIED TAPE, 1R: BEYOND JAMB FLASHING. m- ALLOWING WRB T LA FLAT V 0 Y OVER HEAD 5 HEAD FLASHING DRE REQUIRED ON CEILING OF GARAGE WHERE HA ITA PA G 2.518 TYPE'X GYP. BOAR Q B L SPACE IS Q FLASHING. APPLY NEW HEAT N.T. . SHEATHING TAPE a� SCALE:$ M D ABOVE PER fBC R302.6. OVER DIAGONAL CUT SEE EMBED BOTTOM OF THE HEAD FLASHING ` +, E DIAGRAM. AGAINST THE PREVIOUSLY APPLIED 0 TED ASSEMBLIES TO .HVA PENETRATING COMPLY WITH .FBG R302.5. SEE ELEVATIONS FOR 3 C RA SEALANT FLASHING GOES OVEREALA S NT. ION TO COMPLY WITH FBC R 2.7 IF AC 4. UNDER STAIR PROTECT 30 ACCESSIBLE). 5 ( ) , JAMB FLASHING EXTEND HEAD FLASHING BEYOND EACH EXTERIOR FINISH MATERIAL O EXTEND JAMB FLASHING TO JAMB FLASHING. FASTEN IN PLACE. SEE ELEVATIONS FOR OVERLAP SILL FLASHING: EXT EN D EXTERIOR FINISH MATERIA GUARDRAIL NOTE: JAMB FLASHING 8.112 ABOVE ROUGH OPENING AT HEAD. TU CKDRYWALL OR OTHER FINISH DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT COMPLYITH FLORIDAFLORIDABUILDING TOP OF JAMB FLASHING N LASH{ G U DER A GUARDRAIL REQUIREMENTS I RIAL IF 1 1 GU AND OPENINGS. MATE APPLICABLE CODES R312. R3 2.2 FORE THE FLAP of WRB AT THE HEAD. *HEIGHT SHALL BE 36n MIN. WHEN PORCH, BALCONY OR RAISED FLOOR EXCEEDS 30n ABOVE FLOOR OR SEE DIAGRAM. N OPEN SIDES OF STA A c GRADE AND SHALL BE 34 0 IRS THAT EXCEED 30 OR MORE ABOVE FLOOR OR o DRYWALL 0R OTHER FINISH H MATERIAL IF APPLICABLE a a j p; d 4 A. d .GRADE. - NOTE: THIS WALL SECTION IS FOR OPENINGS SHALL HAVE INTERMEDIATE RAILS OR CLOSURES WHICH DO NOT ALLOW PASSAGE OF a d °d da AESTHETIC PURPOSES O NL .:VERIFY . _ WEATHER RESISTANT B ARRIER IR B 1SPHERE 4„ OR GREATER IN DIAMETER. RE UIRED GUARD RAILS 0N HE SIDES OF STAIR TREADS SHALL a a ALL CONDITIONS SHOWN WITH NOT ALLOW SPHERE GREATER THAN 4-3/8” IN DIAMETER TO PASS THROUGH. ATA45 DEGREE ANGLE, ,. SEALANT BUILDER. SEE STRUCTURAL.PLANS CAREFULLY CUT THE BARRIER ON A _DIAGONAL. GENTLY RAISE THE TOP FOR R C0NNECTIONS AND TIE DOWN ■ EDGE OF THE BARRIER UP AND SILL FLASHING TAPE THE TOP CORNER AND S RAI TE. 3 INFORMATION. HANDRAIL NO SHIM AND AD ST WINDOW T CENTER T THE R DO 0 ACHIEVE SQUARE, E 0 EXTERIOR WRB 0 , .,Q < e e o d, I ■ R7 FLA R703.8 8 SHINE. ITIONS DIMENSIONS MAT V M DEPENDING ON FIELD GOND A ARY BUT UST COMPLY WITH FLORIDA BUILDING SURFACE ABOVE. CA0 PLUMB AND EL CONDITION. USE CORROSION 2-314 APPROVED CORROSION-RESISTANTFLASHING SHALL BE APPLIED SHINGLE -FASHION b _ IN SUCH A'MANOR TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING 'COMPONENTS. DRAIL HEIGHT CODES R311.5.6 R311.5.6 3 FOR HANDRAIL CONTINUITY AND SIZE . OD R n�. :; THE FLASHING SHALL EXTEND T �, 0 THE SURFACE OF THE EXTERIOR WALL FINISH; _ n APPROVE ANTI R � N 5 _ D .COR 0 10 RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF u_ � , 11 n THE FOLLOWINGILO AT N . R C I� S 318.0 518 V o4e-a d —I— _II _ — 1 T H NT A T E I ERSECTIONI OF CHIMNEYS ORTHE Y CONSTRUCTION WITH 0 R MASONRY _m TUFARSETRESNP0 26 GAUGE GALVANIZED 26 GAUGE GALVANIZED 32 GAUGE GALVANIZED FRAME OR STUCCO WALLS, WITH H PROJE TING LIPS ON BOTH IDES UNDER STUCCO A C nZn w V M to 2112n METAL DRIP 5X5nANGLE FLASHING FLASHING COPINGS. U 2. UNDER AND AT THE END OF MASONRY, W S 0 SO WOOD OR METAL COPINGS AND SILLS. z z w H Lu — — -i III SHINGLES. VALLEY FLASHING. 3. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM, DIRECTLY ABOVE HIGHEST f ER TO POINT DIRECTLY LOWEST RISER. HANDRAIL ENDS SHOULD o THROUGH WINDOW JAM B .A TMD A FIR NG S 3018 TYPE I 2 GA. GALVANIZED 1 UL CLASS E RAT) 6 8 WIDE 4. WHERE E E EXTERIOR PORCHES DECKS OR ATTACH TO A WALL OR FLOOR cn w cn d UL WIND RESISTANCE; FASTENING. ASSEMBLY OR WOOD FRAMED CONSTRUCTION. GG �u J CUT FEDI A TMD 3161, TYPE I (MODIFIED 0110:.MPH U S 36, E � ) 411 R12 GAUGE 0 G UG LS 1 114 LONG WITH 318 O HEAD 5. AT ALL WALL AND ROOD INTERSECTIONS. O SEC ONS Lu � d_ ,d e° dd Ill 6. AT BUILT IN GUTTERS. O E— tu p - LINE SEALANT BEAD , FLASHING DETAILS AND ` SHINGLE INFORMATION c.n w W d ,-� 0 W SIZE SHALL HAVE OUTSIDE BETWEEN 1114n2aIF CIRCULAR. HALL HAVE BETWEEN BEHIND MOUNTINGERI .NT” 0 R VIEW _ 1 SCALE: 3" = 4 -00 FIBERGLASS SHINGLE ROOFING OVER UNDERLAYMENT INSTALL SHINGLES OVER ORV VENT FLANGE AT HEAD GALVANIZED METAL ORV WITH BAFFLES ET IN I > J w ' TO REJECT PASSAGECm M OF4n SPHERE` 00 _ c'V PLASTIC ROOF CEMENT OR SEALANT OVER PRE-ENGINEERED SCREEN �n x. WOOD TRUSSES �. INSTALL ORV FLANGE OVER V 1 SHINGLES AT BASE N w_ ui� ui rv:ix U- 7/16" OSB OVER x — I FIBERGLASS SHIN LES 0 N RENGINEERED WOOD 24a WIDE METAL VALLEY �o - BCD 15# FELT OVER 7116 O.S.B. TRUSSES (LASHING OVER 5# 1 FELT WITH 112 CLIPS n tw OVER 7116 OSB � �. TD Q F EN DETAIL PRE-ENGINEERED TRUSS ROOF SYSTEM OF RIDGE V W U NOT TO SCALE 011 E3 VALLEY FLASHING HI NG DETALP.T. 2X4 SILL 2XBLOCKING Lu r x ddb", . fu '^ t� - AI SPACEPLAT W1 SEAL W � t rrr .. � NOT TO SCALE � cn w ,aF a 12 FIRE CAULKED x SEE c.a ,x , LL, , x R P' ,�. ELEV. W , RUB ER FLASHING MEMBRANE a: . O V c I y .w d' PIPE BOOT O 00 �-- P � WEE HOLE 32 O.C. BE o GALVANIZED METAL FLANGE T-1 1/8ARING HEIGHT V I'APPROVED WEATHER BRAR ER OVER USB � GROUT SOLID TOP OF FINI HfLO R R 38 S 0 0 INSTALL 4n WIDE SB.F ADHERING - INSULATION 0 HING OVERLAPPING DOOR I FASCIA STYLE — — -518n PER BUILDER GYP. BOARD — — — 1 ME BY 114n AND`"P" BEYOND DOOR JAMB III -1 I I-, ,III -I . GUARDRAIL DETAIL RJ SCALE :11/2"=11.OII -1 11- DOUBLE 2X. 0 T P PLATE WITH HARDIE BEAD BOARD o° o o Cil APPROVED HURRICANE11 1-4 SOFFIT (TYP.) INSTALL 4n WIDE S F -ADHERING.. v L W ANCHOR AT ENDS OF EACH TRUSS MEMBRANE FLAS G OVERLAPPING 11 p p _ 0 BRICK FOUNDATION DETAIL DOOR RAMEBYv4 PLUMBING STACK FLASHING DETAIL 2 CSI * I _ Z `FIRE WITHIN 3 OF PROPERTY Lrq In INE, a� un IF Wcn NOT TO SCALE BLOCK AND FIRE CAULK BETWEEN SCALE: N.T.S. 1 c rn CUT WEATHER BARRIER IN AND V :-J 0 0 TRUSSES T BOTTOM OF ROOF DECK AROUND JAMBS EXTERIOR WALLS HAVE THE EXT. S rs � rn SHEATHING RAISED OF OF THE BED OF SEALANT STEPS .-` SET THRESHOLD INL Q > CONCRETE FOUNDATIO14 AND ALIGNED L C:V_ --' I FASHION, AT THE Ocn CD WITH WITH THE FACE 0F THE FOUNDATION BASE OF THE WALL & WORKING TOWARDS THE TOP, IN WATERSHEDDING a 4 JAMB FLASHING ' `INSTALL THE WRB TO THE FACE OF THE SHEATHING. O V Z 'I �= STONE OVER LAT &BARRIER CUT AT INVERTED "Y". APPLY CONT.SELF ADHESIVE FLASHING THAT EXTENDS 0d0' n 2 INSTALL 6 WIDE SELF ADHESIVE SILL FLASHING THAT AT LEAST 4„ BEYOND ROUGH OPENING.RT M 4 ,, EXTENDS 4' BEYOND OPENING, 41 TERMINATE STON AT BASE OF WOOD APPLY BEAD OF SEA AT BACK F WINDOW SECURE WRBSTRucTURE P R STMC-929 A2.2.2 DOOR FLASHING INSTALLATI N ce AND DETAIL 813INSULATION ,FLANGE & SET WIND W USING P U G AN HEAD SCREWS , AT HEAD W P ATM 1 TO FACILITATE INSPECTION CONCRETE DRIP SCREED E S 063 03 SCALE: E. N.T.S. I SELF ADHESIVE JAM S FLASHING OVERLAPPING THE SLAB 0APPLY A4 WINDOW FLANGE EXTENDED 4R PAST THE ROUGH OPENING. ti Q I 5 APPLY A 4N SELF ADHESIVE HEA D FLASHING OVERLAPPING THEE -------,FLASHING AT HEADEXTENDSGENEALNOTES WINDOW FLANGE EXTENDED 4„PAST THE ROUGH OPENING. Oo STONE APPLICATION DET LL 1. PARKING 'BUMPER (I REQUIRED) MUST BE INSTALLED LLED BEF RE C.O. 6 REMOVE PREVIOUSLY APPLIED TAPE, 1R: BEYOND JAMB FLASHING. m- ALLOWING WRB T LA FLAT V 0 Y OVER HEAD 5 HEAD FLASHING DRE REQUIRED ON CEILING OF GARAGE WHERE HA ITA PA G 2.518 TYPE'X GYP. BOAR Q B L SPACE IS Q FLASHING. APPLY NEW HEAT N.T. . SHEATHING TAPE a� SCALE:$ M D ABOVE PER fBC R302.6. OVER DIAGONAL CUT SEE EMBED BOTTOM OF THE HEAD FLASHING ` +, E DIAGRAM. AGAINST THE PREVIOUSLY APPLIED 0 TED ASSEMBLIES TO .HVA PENETRATING COMPLY WITH .FBG R302.5. SEE ELEVATIONS FOR 3 C RA SEALANT FLASHING GOES OVEREALA S NT. ION TO COMPLY WITH FBC R 2.7 IF AC 4. UNDER STAIR PROTECT 30 ACCESSIBLE). 5 ( ) , JAMB FLASHING EXTEND HEAD FLASHING BEYOND EACH EXTERIOR FINISH MATERIAL O EXTEND JAMB FLASHING TO JAMB FLASHING. FASTEN IN PLACE. SEE ELEVATIONS FOR OVERLAP SILL FLASHING: EXT EN D EXTERIOR FINISH MATERIA GUARDRAIL NOTE: JAMB FLASHING 8.112 ABOVE ROUGH OPENING AT HEAD. TU CKDRYWALL OR OTHER FINISH DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT COMPLYITH FLORIDAFLORIDABUILDING TOP OF JAMB FLASHING N LASH{ G U DER A GUARDRAIL REQUIREMENTS I RIAL IF 1 1 GU AND OPENINGS. MATE APPLICABLE CODES R312. R3 2.2 FORE THE FLAP of WRB AT THE HEAD. *HEIGHT SHALL BE 36n MIN. WHEN PORCH, BALCONY OR RAISED FLOOR EXCEEDS 30n ABOVE FLOOR OR SEE DIAGRAM. N OPEN SIDES OF STA A c GRADE AND SHALL BE 34 0 IRS THAT EXCEED 30 OR MORE ABOVE FLOOR OR o DRYWALL 0R OTHER FINISH H MATERIAL IF APPLICABLE a a j p; d 4 A. d .GRADE. - NOTE: THIS WALL SECTION IS FOR OPENINGS SHALL HAVE INTERMEDIATE RAILS OR CLOSURES WHICH DO NOT ALLOW PASSAGE OF a d °d da AESTHETIC PURPOSES O NL .:VERIFY . _ WEATHER RESISTANT B ARRIER IR B 1SPHERE 4„ OR GREATER IN DIAMETER. RE UIRED GUARD RAILS 0N HE SIDES OF STAIR TREADS SHALL a a ALL CONDITIONS SHOWN WITH NOT ALLOW SPHERE GREATER THAN 4-3/8” IN DIAMETER TO PASS THROUGH. ATA45 DEGREE ANGLE, ,. SEALANT BUILDER. SEE STRUCTURAL.PLANS CAREFULLY CUT THE BARRIER ON A _DIAGONAL. GENTLY RAISE THE TOP FOR R C0NNECTIONS AND TIE DOWN ■ EDGE OF THE BARRIER UP AND SILL FLASHING TAPE THE TOP CORNER AND S RAI TE. 3 INFORMATION. HANDRAIL NO SHIM AND AD ST WINDOW T CENTER T THE R DO 0 ACHIEVE SQUARE, E 0 EXTERIOR WRB 0 , C:\Users\Bill Shields\Google Drive\1-Drawings\American Classic Homes\1760R-283 Belvedere Street\2017-11-20 1760R-283 BelvedereStreet.dwg, 11/20/2017 1:07:59 PM .,Q < e e o d, `e; ITIONS DIMENSIONS MAT V M DEPENDING ON FIELD GOND A ARY BUT UST COMPLY WITH FLORIDA BUILDING SURFACE ABOVE. CA0 PLUMB AND EL CONDITION. USE CORROSION d. q- DRAIL HEIGHT CODES R311.5.6 R311.5.6 3 FOR HANDRAIL CONTINUITY AND SIZE . OD RESISTANTF SMTAENNUEFRASC. PER WECINIFDIOCWATSI o4e-a d —I— _II _ — *HEIGHT. MUST BE BETWEEN 34 381MEASU ED VERTICALLY ED PLANE.` 01 TUFARSETRESNP0 r-1 N M to t0 —II I II d I e a I CONTINUITY. HANDRAIL MUST BE CONTINUOUS THROUGH OF FLIGHT FROM POINT RECTION A A R — — -i III DIRECTLY ABOVE HIGHEST f ER TO POINT DIRECTLY LOWEST RISER. HANDRAIL ENDS SHOULD o THROUGH WINDOW JAM B /00000� d —1 1- d I TERMINATE IN NEWEL POSTS OR SAFETYTYTERMINAL OR RETURN TO WALL. SHALL BE CUT d_ ,d e° dd Ill � I _ i III SEE STRUCTURAL WBY NEWEL POSTS. ALLOED TO BE INTERRUPTEDI- - LINE SEALANT BEAD d SIZE SHALL HAVE OUTSIDE BETWEEN 1114n2aIF CIRCULAR. HALL HAVE BETWEEN BEHIND MOUNTINGERI .NT” 0 R VIEW II SEE ENGINEERING PLANS FOR 11 I _I I _ PERIMETER IF NOT CIRCULAR, FLANGE. TOP LEFT CORNER: Of WINDOW STEM WALL DETAIL d ° a n .. ... TYPLCAL WALL SECTION d _I d I- a ° ` STAIR NOTE: I Date I . d CONCRETE . TEFOOTING; SEE 11-20-17 - SCALE: 1n=1 - i d STRUCTURAL DEPENDING ON FIELD CONDITIONS DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDABUILDING51' �SHING AL WALLSECTION CODES R311.5.1 -R311.5.5 FOR TREAD RISER HEIGHTS AND STAIR WIDTHS, WEATHER RESITIVE BAR R WRB APPLIED PRIOR TO THE WINDOW INSTALLATION: Scale AS SHOWNTYPI Job. 1760R .. RISERS. 7314x MAXIMUMWITH NO MORE THAN 318 DIFFERENCE BETWEEN HIGHEST AND LOWEST RISER. FLASHING APPL DOVER THE FACE OF THE MOUNTING. FLANGE. _ STEM WALL PTI N LO 0�.. n n TREADS. 10 MINIMUM DEP 0 0 318 D C E LONGEST AND� DEPTH WITH N MORE THAN DIFFERENCE BETWEENSHORTEST u n ADS AND 1 RIS R TO BE NOT LE THAN 24 AND 'TREAD. THE SUM OF 2 TRE. E SS NOT MORE THAN 25 . WIND WAIN 0 INSTALLATION, II . . . ., A ° 3 _ G '9 m Sheet n 1 n _ SCALE .1 1 0 11 R WIDTH ABOVE HANDRAIL AND 31112 BELOW HANDRAIL WIDTH. 36 MINIMUM CLEAR ALE. 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( ) I i , ICIOI I If1cI 12 OPTIONAL LANAI I C.D 19 3050SH I 18' -0"X12' -0R L„I a I W I I � — _ -- OPTIONAL ;$ ,.,gat e— 91.3"21-811 41 1 93 28 I 9 8 CLG. - 1 I I I_ 9 2 n ,_ n 2'-10" 133 210 r �] N l _ x M I INSTALL AIC CONDENSOR AT ; l d a PATdOa a d °a l THIS LOCATION WHEN HOUSE ____ I I I I T•4"X4�_On ° d:° I I IS LESS THAN 8'fROM SIDE I a ° YARD PER CODE, SEE BUILDER � ' N 1.11 2-2 � e- a ° d 1 11 2-2 AlG.��.- L a d da q ° FOR APPROVAL <I 12 19 3050SH — — OPTIONAL — _ -- OPTIONAL 30 0 H 3050SH _' Lu :� .6068 FR NCH 3050SH I 30505H F. E SLOPE TO 9 MASTER BEDROOM g o BEDROOM #2 r'n r 18-3 X12-11n I Cn , I-57110' . „ 8 ' 8 CLG, I am (A11 N 8 CLG. FAMILY ROOM � - ego mN 7-8717'4' ' ftt 11,•11,, 9 CLG. 181-911 10 e. r n 3 1 x 6'•1' 2r-4 -6 18' I u , x -10 21-7"5.8 '„ x 4.4 21-4 5068 BI -PASS � OPTIONAL 7 J ---� N _ BARN DOOR to k TEE TUB o c z o 0 o _ 0 o E=' o d . Lu 0 r f n �o , ' n I 1 r n _ z , DC ��\ 48 1 Z 4 5 _ 2 6 8 ti .PRE AB TU`� `1, _ e ti M 2 H ry J O d a 3050S OPTIONAL _ J N M ln., OPTIONAL _ a ^ 0 c m d U .� _ SINK e d a o .�� V' INK ° a TB n, S � d ° a ' H cr, u_ BATH - _ a 'o ICU�o R&S TB � � 6 0 a d d 4- � I � ---- TB d , d a 6S° (,n 8 CLG. W �� I, , ° _ a _ d Cn _ M a n 1, I VANITY _ ° 60 x d a / N d L o d FRONT PORCH _ _ UTILITY -a. s a C d - I a / �° z � d e d a � d `L c _. O o , 0 1 OPTIONAL `L d O i 9 CLG. d 8 to a I C I D E— _ o o e �+.� m a a e d o BENCH � a e a � I d a m ao O I N v _ � PRE -EN _ e ' - -, _ o _ -- — — — — o R BEAM;: �REfN(�R BE o �— 42.2X6 KNEE WALL r- — _ — — -.— AM 2X6 WALL z ,I - a _ e ° a d- 1—, OPTIONAL 6 5 5 8 .� 6 8 a O d d co z -� WITH 16 BAR TOP g ° 4 M 0 O r ac � �, STEEL TUB 0 SINK �4'-4" d- ABOVE � �, I— � _ _ _ - � 1 1 1 o I o m l- �1, CD R&5L I -F N 10 t it I N ... 1 N Vs 61-411 . 12.-4 _ 3-6 4-8 �— 8 5 a _P � T a e— - e r n uj —CL fl E TED d 1 r1 _ L.B. 19 8 I KITCHEN 1 �. 5-4 1-4 `AHU _ SEL CLOSING- -ter40 _ AIC M BEDROOM #3 I WH - ° 1 'N II s 9 CLG. PTIONAL MA TER BATH TUB _ a 0 S FRONT PORCH LAYOUT P Q DOOR 4 OU OPTION D Q o111 -57101-711 a e n_ r n > • n i n I% SCALE. 114 1 0 SCALE. 1/4 V-0" 8 CLG. u,CURB H I� R� z `�► — — OPTIONAL I r � 0 ON � ATTIC ACCESS 1 lr r N 1 11 OPTIONAL �� ' 2-4 n i I X4 SLAB 4 11 4 -8 I 2X3 MIN 2 0 .. L _ _ J 2868 . 1.10" 21-6 II 21-211 8 GARAGE I R & S 4068 BI -PASS 1- ,r — - — - — — 18n 3X20r-6 ►. OPTIONAL R & S � 8CLG. 4X8 SLAB 406 BI PASS I 1, r 1 6 III- 11r- 11 4 8 13'-6"18 7 _ I 0 �o FOYER — ti III 9 CLG. DINING 0 13-0X10-0 N ' -` N LnL. a, BEDROOM #4 e V-571 n 10 11-5 X -7u ;— d l2) 3050SH n 11 ,. - 1 4X4 P.T. POST 8 CLG. ° WRAPPED TO 8 (TYP- 0 6.6 , n ° 6 I 12 1 a HB I �� 10 R NTPORCH Q r 40505H 9 CLGl Wa e I e ° i a - a a O6 .-i lV PRE ENG R°BEAM — 1 70 OH a 0 D a a NOTE: ' 1 01 1 1 1 N EY SHALL BE PE A FOUNDATION SURVEY ORMED AND A COPY II OF THE SURVEY SHALL BE ON THE SIT FOR THE BUILDING ol 6-0 , n 5, x , n r 5 1 11 1 �� „ � �� .01/2 .0112 1_ 4r-4 1 -10 6.6 9'-5 1/2 9.51/2 01 1.2 '0164" -4,r r n 11 1ol . 18.11 481-811 01 IF SHOWER HAS GLASS ENCLOSURE, FLOOR PLAN , SAFETY GLAZING REQUIRED PER 1 FBC R-308.4.5 SCALE: 1/4"=1-0I, INSPECTORS USE PRIOR TO FRAMING, N P 0 S S ECT ON. CODE INFORMATION DRAWING INDEX BUILDING CODE: 2014 FLORI BUILDING CODE RESIDENTIAL 5TH ADDITION 0 SHEET NUMBER SHEET NAME Date 07-27-17 2014 FLORI BUILDING CODE PLUMBING .2014 FLORID' BUILDING CODE MECHANICAL A1.1 FLOOR PLAN Scale AS SHOWN N 2011 NEC A1.2 FOUNDATION AND ROOF PLANS CURRENT J4 BEACH LAND DEVELOPMENT CODE Job A1.3 ELECTRIC PLAN 1760R CONSTRUCTION TYPE: 5B A2.1 ELEVATIONS Sheet Y CLASS: R-3 A3.1T DE AIL SHEET III A1.1 1760 Plan 017-07-27 7 C.\Users\Bill Shields\Google Drwe\1 Drawings\American Classic Homes\ \2 1760 RIGHT A-B-C-D.dw 9. !27/2017 11:35:09 AM I I 4'-144 SQ. IN. EACH 6-216 SQ, IN. EACH 8'-244 SQ. IN. EACH �-+ [OPTIONAL LANAI 0 - - ---- ----- - --- -- � I/ L \ / 1 I I I � NTED SOFFITS T T BE AT N ALL VE 0 I S 0 I \ / I I M I FRONTAND REAR ONLY IF SIDES I 12 12 I ( � J l 5 \ / O5 I j ARE FIRE BLOCKED L.. '. ; oY Y I I g c 0 LIN Ica .,a \ I� O I r `N -i Y co Q U tia \ U"> J w Lu O uj rn O ruh Q0 CD Lu_ ¢ N C=1 w fVLn LuLn cwi� o M Lu IIIU J O� ¢!�E ~ "p c/7Q1 N M (1!) . M 1 �- 4 OFF -RIDGE VENT R > C-) _ C d.. J W w O O ,m cn � rn Lu U 12 12 w w o Y c.� m v 5 5 0 O z O _ w (p _ _ w �.— d' n M C) O w 31co W W d ° AIC M C' a - Q LL A z Co do '� Cn rnCn � w m o w I w a� OPTIONAL .� 0 4X4' SLAB I w -0-- c N LL ti OPTIONAL I ,� 4X8 SLAB I - II N C Q� o Lu > CD a� 0 12 - w HB 5 5 O12 {{ 1<4<W, z Lu 01 Date 07-27-17 scale AS SHOWNFOUNDATION PLUMBING PLAN "A -C" ROOF PLAN u n TRIPLEABLE 1 SCALE: 114 1-0 Job 1760R SCALE, 11411 -1-0fl Sheet A1m2 C:\Users\Bill Shields\Google Drive\t-Drawings\American Classic Homes\1760 Plan\2017-07-27 1760 RIGHT A-B-C-D.dwg, 7/27/2017 11:35:13 AM a VENT CALCULATIONS 18'-11" 70, VENTED SOFFIT N r - VENTILATED ATTIC AREA: 2,203 SQ. FT. P 2,2031 300 = 7.34 SQ. FT, r _ N 1,056 X 50% = 528 SQ. IN, NET FREE Z SOFFIT REQUIREMENT= 6.55 SQ, IN. NET FREE PER LF zz cs� 528 /6.55 = 81 LF VENTED SOFFIT REQUIRED ii � OPTIONAL 1 W y- VENTILATED ATTIC AREA: 2,203 SQ. FT. w °C 4" CONIC LANAI ` N w i' i 7.34 SQ. FT. X 144 =1,056 SQ. IN. TOTAL NET FREE VENT AREA I� ti N SLAB 1,056 X 50% = 528 SQ. IN, NET FREE 0O 4'-144 SQ. IN. EACH 6-216 SQ, IN. EACH 8'-244 SQ. IN. EACH �-+ [OPTIONAL LANAI 0 - - ---- ----- - --- -- � I/ L \ / 1 I I I � NTED SOFFITS T T BE AT N ALL VE 0 I S 0 I \ / I I M I FRONTAND REAR ONLY IF SIDES I 12 12 I ( � J l 5 \ / O5 I j ARE FIRE BLOCKED L.. '. ; oY Y I I g c 0 LIN Ica .,a \ I� O I r `N -i Y co Q U tia \ U"> J w Lu O uj rn O ruh Q0 CD Lu_ ¢ N C=1 w fVLn LuLn cwi� o M Lu IIIU J O� ¢!�E ~ "p c/7Q1 N M (1!) . M 1 �- 4 OFF -RIDGE VENT R > C-) _ C d.. J W w O O ,m cn � rn Lu U 12 12 w w o Y c.� m v 5 5 0 O z O _ w (p _ _ w �.— d' n M C) O w 31co W W d ° AIC M C' a - Q LL A z Co do '� Cn rnCn � w m o w I w a� OPTIONAL .� 0 4X4' SLAB I w -0-- c N LL ti OPTIONAL I ,� 4X8 SLAB I - II N C Q� o Lu > CD a� 0 12 - w HB 5 5 O12 {{ 1<4<W, z Lu 01 Date 07-27-17 scale AS SHOWNFOUNDATION PLUMBING PLAN "A -C" ROOF PLAN u n TRIPLEABLE 1 SCALE: 114 1-0 Job 1760R SCALE, 11411 -1-0fl Sheet A1m2 C:\Users\Bill Shields\Google Drive\t-Drawings\American Classic Homes\1760 Plan\2017-07-27 1760 RIGHT A-B-C-D.dwg, 7/27/2017 11:35:13 AM 12'-1" VENT CALCULATIONS 18'-11" 70, VENTED SOFFIT - VENTILATED ATTIC AREA: 2,203 SQ. FT. 2,2031 300 = 7.34 SQ. FT, 7.34 SQ. FT. X144 -1,056 SQ. IN. TOTAL NET FREE VENT AREA 1,056 X 50% = 528 SQ. IN, NET FREE Z SOFFIT REQUIREMENT= 6.55 SQ, IN. NET FREE PER LF zz 528 /6.55 = 81 LF VENTED SOFFIT REQUIRED j � OPTIONAL OFF -RIDGE VENTS W p VENTILATED ATTIC AREA: 2,203 SQ. FT. w °C 4" CONIC LANAI ` 2,203 1 300 = 7.34 SQ. FT. w z 7.34 SQ. FT. X 144 =1,056 SQ. IN. TOTAL NET FREE VENT AREA p SLAB 1,056 X 50% = 528 SQ. IN, NET FREE 0O (2) 6' OFF -RIDGE VENTS AND (1) 4' OFF -RIDGE VENT REQUIRED rn D -�--I 71 4'-144 SQ. IN. EACH 6-216 SQ, IN. EACH 8'-244 SQ. IN. EACH �-+ [OPTIONAL LANAI 0 - - ---- ----- - --- -- � I/ L \ / 1 I I I � NTED SOFFITS T T BE AT N ALL VE 0 I S 0 I \ / I I M I FRONTAND REAR ONLY IF SIDES I 12 12 I ( � J l 5 \ / O5 I j ARE FIRE BLOCKED L.. '. ; oY Y I I g c 0 LIN Ica .,a \ I� O I r `N -i Y co Q U tia \ U"> J w Lu O uj rn O ruh Q0 CD Lu_ ¢ N C=1 w fVLn LuLn cwi� o M Lu IIIU J O� ¢!�E ~ "p c/7Q1 N M (1!) . M 1 �- 4 OFF -RIDGE VENT R > C-) _ C d.. J W w O O ,m cn � rn Lu U 12 12 w w o Y c.� m v 5 5 0 O z O _ w (p _ _ w �.— d' n M C) O w 31co W W d ° AIC M C' a - Q LL A z Co do '� Cn rnCn � w m o w I w a� OPTIONAL .� 0 4X4' SLAB I w -0-- c N LL ti OPTIONAL I ,� 4X8 SLAB I - II N C Q� o Lu > CD a� 0 12 - w HB 5 5 O12 {{ 1<4<W, z Lu 01 Date 07-27-17 scale AS SHOWNFOUNDATION PLUMBING PLAN "A -C" ROOF PLAN u n TRIPLEABLE 1 SCALE: 114 1-0 Job 1760R SCALE, 11411 -1-0fl Sheet A1m2 C:\Users\Bill Shields\Google Drive\t-Drawings\American Classic Homes\1760 Plan\2017-07-27 1760 RIGHT A-B-C-D.dwg, 7/27/2017 11:35:13 AM 12'-1" 171-811 18'-11" 70, zz OPTIONAL INSTALL AIC CONDENSOR AT 4" CONIC LANAI ` THIS LOCATION WHEN HOUSE SLAB IS LESS THAN 8' FROM SIDE -�--I 71 YARD PER CODE; SEE BUILDER 3 1 1 11 5-4 FOR APPROVAL d °PATIO a� -- 20'-14° °°a ° _ 111 271.9. L CIO _ °� ° d ° od I 4" i _ M 210 `— _ r 18.4 314' O . `V IT -11 1/4" 121-411 k O O 51-611 W 0 0 O 0 O O O O O O a D CO • r0 O O �oO\PO " 61-8 u 1 n 1 n - 216'_ 1 8 2 10 6 0 al 1-5 CURB 41. o _ C? 'COV r-. SEE STRUCTURAL PLANS FOR ALL SLAB INFORMATION AND SIZES ADDITIONAL SLAB FOR FR OPTION D NT PARCH 0 LAYOUT O N N 411 d co d a d ° ° 44a ° 13.4 oF 4 CONC .- D ° SLAB °, ° a , 6-411 1 1 1 9'-5112" 9-51/71 101.11, 81-411 11'-4' 18'-11" 48'-811 4'-144 SQ. IN. EACH 6-216 SQ, IN. EACH 8'-244 SQ. IN. EACH �-+ [OPTIONAL LANAI 0 - - ---- ----- - --- -- � I/ L \ / 1 I I I � NTED SOFFITS T T BE AT N ALL VE 0 I S 0 I \ / I I M I FRONTAND REAR ONLY IF SIDES I 12 12 I ( � J l 5 \ / O5 I j ARE FIRE BLOCKED L.. '. ; oY Y I I g c 0 LIN Ica .,a \ I� O I r `N -i Y co Q U tia \ U"> J w Lu O uj rn O ruh Q0 CD Lu_ ¢ N C=1 w fVLn LuLn cwi� o M Lu IIIU J O� ¢!�E ~ "p c/7Q1 N M (1!) . M 1 �- 4 OFF -RIDGE VENT R > C-) _ C d.. J W w O O ,m cn � rn Lu U 12 12 w w o Y c.� m v 5 5 0 O z O _ w (p _ _ w �.— d' n M C) O w 31co W W d ° AIC M C' a - Q LL A z Co do '� Cn rnCn � w m o w I w a� OPTIONAL .� 0 4X4' SLAB I w -0-- c N LL ti OPTIONAL I ,� 4X8 SLAB I - II N C Q� o Lu > CD a� 0 12 - w HB 5 5 O12 {{ 1<4<W, z Lu 01 Date 07-27-17 scale AS SHOWNFOUNDATION PLUMBING PLAN "A -C" ROOF PLAN u n TRIPLEABLE 1 SCALE: 114 1-0 Job 1760R SCALE, 11411 -1-0fl Sheet A1m2 C:\Users\Bill Shields\Google Drive\t-Drawings\American Classic Homes\1760 Plan\2017-07-27 1760 RIGHT A-B-C-D.dwg, 7/27/2017 11:35:13 AM i I I i i i Lu i z tj Z UJI W _cn J a. Lu u ce0 Cn�� C7 VJ ZEE uw I c~n ^ i I I j OPTIONAL RECESSED LIGHTING f -- --—_-------- — --- II ----------- --------- I I Il O I . O I II I I I ,x I '11v- I� I f N I i l I I F(�ni IIII �Id a ( _ I� I ( .�Mu�° ,.. d\ — _ OPTIONAL FLOOD LIGHT TYP. -*C—, ° O - -Lu I - , .a� �Ea -- WPGC da WPIGFCI E TF O kJ N3 ONLY FOR ALTERNATE AIC OPTIONAL RECESSED CONDENSOR LOCATION h=, LIGHTING ED �•- gid- °' \ OPTIONAL RECESS / O1 1 LIGHTING I � I � I_ I I p i I I I � 1I I \ I/ i i J i OPTIONAL RECESSED LEGEND W LIGHTING — /� FI OPTIONAL I / o O I / 'I I i I II O O OPTIONAL PENDANT LIGHTING I I I I I 1 I 1 — o -- 1 \ IF I I m \ — I ' GFCI I L c� o' % I I� p I O �. f GFC I / I — - — — 0 C> oo I I \\ I PTIONAL I\ � I Caz G / �I \ o 0 3 I FCI O j I a. BELOW FOR cfcl ° / / i _ / I I o DISHWASHER I I \ AHU L.B. WH . aPIG° FCe' ° C ° d a GfCI a I � I a :a I I I Q' I — I \ REF 1 I I A\—PULL HA LL IN I C I � ;i I �I I II L TJ LIGHT IN ATTIC �I _ — I I I\ l \ I � I — OPTIONAL LIGHTING I L ® \ I L ® O GFCI I I Cl G GFCI — I L RECESSED OPTIONAL / NOTES: � LIGHTING � 1. ELECTRICAL LAYOUT MUST MEET STATE AND LOCAL CODES. � a d � • d ELECTRICIAN TO VERIFY. i 1 1, ♦ 2: ALL FIXTURES TO BE CFL 0R LED. 4 I 3. ALL OUTLETS THAT ARE NOT GFI TO BE AFCI PROTECTED. wrrGfa < d I • m ° O • d / ° o d I a dd i d . / WPIGFCI b .. 1 e �° a a e - OPTIONAL FLOOD LIGHTTYP. ( a a ----- OPTIONAL COACH LIGHT P. ) Date 07-27-17 r Scale AS SHOWN I �� fl RONT PORCH ELECTRIC -OPTION D Job 1760R - N l H ELECTRIC PLAN SCALE: 114 =1.0 - Sheet SCALE. 114 1- 0 I I C.\Users\BiI1 Shields Goo9le Dn•ve\1-Drawm s\American Classic Homes\ 1760 Plan\2017_07 27 1760 RIGHT A B C D.dwg,7 27 2017 11:35:15 AM (2)110V OUTLETS ® (1) 220V DISCONNECT GFCI WATERPROOF GFCI OUTLETS INTERIOR (2)110V WATE (INTERIOR) WPIGFCI (2)110V WATERPROOF GFCI OUTLETS (EXTERIOR) SINGE POLE SL WITCH t3 THREE WAY SWITCH LIGHT FIXTURE 1 EXHAUST FAN = ��-o C' (v ch WALL MOUNTED LIGHT FIXTURE I CEILINGMOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE PENDANT LIGHTING C d - t!) CT CEILING FAN PRE -WIRE E AND BRACE FOR C z SMOKE/CARBON MONOXIDE DETECTOR V0\7 OPTIONAL FLOOD LIGHT 1'X4' FLOURESCENT LIGHT O CABLE OUTLET PHONE OUTLET I L RECESSED OPTIONAL / NOTES: � LIGHTING � 1. ELECTRICAL LAYOUT MUST MEET STATE AND LOCAL CODES. � a d � • d ELECTRICIAN TO VERIFY. i 1 1, ♦ 2: ALL FIXTURES TO BE CFL 0R LED. 4 I 3. ALL OUTLETS THAT ARE NOT GFI TO BE AFCI PROTECTED. wrrGfa < d I • m ° O • d / ° o d I a dd i d . / WPIGFCI b .. 1 e �° a a e - OPTIONAL FLOOD LIGHTTYP. ( a a ----- OPTIONAL COACH LIGHT P. ) Date 07-27-17 r Scale AS SHOWN I �� fl RONT PORCH ELECTRIC -OPTION D Job 1760R - N l H ELECTRIC PLAN SCALE: 114 =1.0 - Sheet SCALE. 114 1- 0 I I C.\Users\BiI1 Shields Goo9le Dn•ve\1-Drawm s\American Classic Homes\ 1760 Plan\2017_07 27 1760 RIGHT A B C D.dwg,7 27 2017 11:35:15 AM 0 00 N N NLnLn M H C rn u uu- Cn = ��-o C' (v ch I QQ Q '> J U C d - t!) CT Z 00 d- n M oC W Q m 0 ,0 # I L RECESSED OPTIONAL / NOTES: � LIGHTING � 1. ELECTRICAL LAYOUT MUST MEET STATE AND LOCAL CODES. � a d � • d ELECTRICIAN TO VERIFY. i 1 1, ♦ 2: ALL FIXTURES TO BE CFL 0R LED. 4 I 3. ALL OUTLETS THAT ARE NOT GFI TO BE AFCI PROTECTED. wrrGfa < d I • m ° O • d / ° o d I a dd i d . / WPIGFCI b .. 1 e �° a a e - OPTIONAL FLOOD LIGHTTYP. ( a a ----- OPTIONAL COACH LIGHT P. ) Date 07-27-17 r Scale AS SHOWN I �� fl RONT PORCH ELECTRIC -OPTION D Job 1760R - N l H ELECTRIC PLAN SCALE: 114 =1.0 - Sheet SCALE. 114 1- 0 I I C.\Users\BiI1 Shields Goo9le Dn•ve\1-Drawm s\American Classic Homes\ 1760 Plan\2017_07 27 1760 RIGHT A B C D.dwg,7 27 2017 11:35:15 AM p f 4' OFF -RIDGE VENT16'-115/8"TOP OF ROOF .I —I 16'-11518" TOP OF ROOF L FIBERGLASS SHINGLES (TYP.) ) w II 12 12 V .__, 12 FIBERGLASS SHINGLES z -Ln 5 w 12 5 5 5 (- p �u (TYP.) J _, cLu n Z O -� o� z IF IF-- I 9-1118 BEARING HEIGHT O C.) 0 d W �II (LIVING AREA : 8c 1.118n . BEARING HEIGHT � r1 h 8r 1118x BEARING HEIGHT* I F FO -1 r% r ri — .I —I II uuil�lill r�- I I I r I I 1 � I I � I� __ J I I L J I 4'1 TRIM (TYP.) L I I �i I 4" TRIM (TYP.) I I I r r � II II II r -I_ I � I I I r I I I I 01-01 FINISHED FLOOR h 1 n I 0-0 FINISHED FLOOR _h I .I { (!') m H4DIEBOARD T-111 I . �k-• UTTERS f TYP. . N OPTIONAL SH OPTIONAL LANA SIDING NPi I X4 P.T. POST (TYP.) ARDIEBOARD LAP 4 H V N x (TYP.) co () , SIDING TYP WRAPPED TO 8 REAR ELEVATION 'C" n � �s � ENATION C TRIPLE GABL E a� FRONT EL I n _ �_ 1 CONTRACTOR MUST VERIFY ALL DIMENSIONS SCALE. 114 1 0 SCALE: 1/4" V-0" Lu . E full �s S II s R vf"- F 161 11518n TOP OF R00 = - W _t ---- a� IIS — — — — — — — — ...m - = - - - - - - - - 6' OFF -RIDGE VENT 'r' v - I 12 12 FIBERGLASS SHINGLES i GABLE OPTIONS (TYP.) 5 5 I I� (TYP.) I 'V i — 9'-1.118" BEARING HEIGHT LIVING AREA) Cl') I 8'-1118" BEARING HEIGHT Lu -- ------ ---- O q — -------------6 --I-II. a Ln — —Z N --�� �; M Ln . I ❑n ❑I II I IIT Lrr i II -J qr I OPTIONAL LANA a�7I II I II II L_ rn�o — i II II II II i u u I I C d' u u I l I n I I 0 o I I I I I I I 1, H D FLOOR *-+ I 0 0. FINIS E h v U L I u 7 00 ca WINDOW TRIM. M l�J TOP 2 AND 611 V HARDIEBOARD T-111 SIDES AND BOTTOM - 6 OPTIONAL DOOR SIDING TYP. 4 TRIM (TYP.) (TYP.) W OPTIONAL WINDOW RIGHT SIDE ELEVATION SCALE: 112 =1 0 � _ L SCALE. 114n -1-0n A I m I I II 1_ '- " TOP OF ROOF 16 11518 h 11x 9x I 6 OFF RIDGE VENT II` --f' FIBERGLASS SHINGLES 12 12 GABLE OPTIONS (TYP.) I 8" 5 51 = P.T. 276" TRIM h, P.T. 276" TRIM (TYP.) .- o u.% ull C11 -----= ,I I / I I '-1118" BEARING HEIGHT II LIVING AREA) h � / I 1 8-1118n BEARING HEIGHT x x WOOD COLUMN .� �" WOOD COLUMN 6 / 8 8"X8"FINISHED 6'676" FINISHED DIMENSIONS DIMENSIONS 1 O r 1 li II I I _ i I, it iI � P.T. 2X 116 TRIM lii P.T.P•T• 2X6x TRIM i I � 0'-0 FINISHED FLOOR` I I I � L x I F-1----- --- ,„ IL 1-4 11 ; 9 4n TRIM HARDIEBOARD T-1 11 STONE TAPERED 8X8n WOOD COLUMN 6X6n WOOD COLUMN Date 07-27-17 \—OPTIONAL LANAI SIDING( TYP. Scale... COLUMN DETAIL DETAIL DETAIL As SHOWN , „ " i- n " _ 11_0n TION SCALE: 112'=1-0 SCALE. 112 1 0 SCALE. 112. lob 1760R LEFT SIDE ELENA SCALE: -1-0 S Sheet A21 17 RIGHT A-B-C-D.dw , 7/27/2017 11:35:19 AM C:\Users\Bill Shields\Google Drive\1-Drawings\American Classic Homes\1760 Plan\2017 07 27 60 g SCALE: 3" =1'-0" I FIBERGLASS SHINGLE ROOFING OVER UDN RLAYMENT I, E INSTALL SHINGLES OVER ORV VENT II FLANGE AT HEAD GALVANIZED METAL ORV WITH BAFFLE SET IN i TO REJECT PASSAGE I OF 4" SPHERE I I PLASTIC ROOF CEMENT OR SEALANT I, SCREEN OVER PRE-ENGINEERED �I TRUSSES S E ^, WOOD RUBS 0 INSTALL ORV FLANGE OVER N`c z SHINGLES AT BASE M a. J ti. LL. .. s v. Ok � r cn r W r. a� ti VER 7116n OSB 0 w n I M a .. ON - D WOOD 24 WIDE METAL VALLEY , .. FIBERGLASS SHINGLES PRE-ENGINEERED pa, ,� � c B. TRUSSES FLASHING OVER 15# FELTcc 15# FELT OVER 7116 0.5. TRU �� n ;�..� LK Q- WITH-112.CLIPS OVER OSB $�, — OFF RIDGE VENT DETAIL Q w� PRE-ENGINEERED TRUSS ROOF SYSTEM W NOT VALLEY FLASHING DETAIL W x �P.T. 2x4 SILL , � �, . ���,,��� �, 2X BLOCKING m:. PLATE W! SEAL 1 AI SPACE NOT TO SCALE ��� a 5. 12 ,-a SEE FIRE CAULKED.: RP ELEV. RUBBER FLASHING MEMBRANE n PIPE BOOT O WEE HOLE 32 O.C. E- k •s,, w ti Q Q o GALVANIZED METAL FLANGE 9-1118 BEARING HEIGHT,ARRIER OVER USB o APPROVED WEATHER B ._ GROUT SOLID Q' .--��_f] TOP OF FINISH FLOOR R-38 INSTALL 4n WIDE. o — SELF -ADHERING . _ INSULATION MEMBRANE FLASHING OVERLAPPING DOOR o _ _ „ FASCIA STYLE.. 1-1 I I _ 518 GYP. BOARD I I (=111=III=1 I FRAME BY 114' AND V BEYOND DOOR JAMB V GUARDRAIL DETAIL Jn_ i " SCALE: -1-0 PER BUILDER I-1 I—, ,—� Ir ,., DOUBLE 2X TOP PLATE WITH HARDIE BEAD BOARD o fl o Q o W APPROVED HURRICANE 1'-4" SOFFIT P. INSTALL 4"WIDE SELF -ADHERING ANCHOR AT ENDS OF EACH MEMBRANE FLASHING OVERLAPPING TRUSS PLUMBING STACK FLASHING DEVIL O DOORFRBY114 oc NBRICK FOUNDATION DE AIL N Ln 1F WITHIN 5 OF PROPERTY LINE, FIRE Ln NOT TO SCALE LE, N.T. , J SCALE: s U .� �- BLOCK AND FIRE CAULK BETWEEN R BARRIER IN AND CUT R H cn U - TRUSSES TO BOTTOM OF ROOF DECKAROUN JAMBS EXTERIOR WALLS SHALLHAVE THE EXT. f =3 v rn M SHEATHING RAISED OFF OF THE Q > SET (HOLD IN BED CF ST STEPS c V_ CONCRETE FOUNDATION,AND ALIGNED 1 +� o 0 .x 4. IN WATER SHEDDING FASHION STARTING AT THE ' V) cn �, AA V o> O�In�a'�N� BASE OF THE WALL & WORKING TOWARDSTHE TOP, i 4 .JAMB FLASHING *-� INSTALL THE WRB TO THE FACE OF THE SHEATHING. O V _ 00 APPLY T. L Z tQ CUT AT INVERTED "Y". i CON SELF ADHESIVE FLASHING THAT EXTENDS T BARRIER d- r-, E--- STONE OVER LA & „ „ AT LEAST 4 B Y 2 INSTALL 6 WIDE SELF ADHESIVE SILL FLASHING THAT E OND ROUGH OPENING. M O EXTENDS 4 BEYOND OPENING. 414 n ; 1�1 ce1AT BASE OF WOOD TERMINATESTONE 3 APPLY BEAD OF SEALANT AT BACK OF WINDOW CURE WRB SHINE INSTALLATIONAND DETAIL O DOOR FLA PER STM C 929 A2.22 0 STRUCTURE R FLANGE &SET WINDOW USING PAN HEAD SCREWS, HEAD W 813 INSULATION -< TO FACILITATE INSPECTION. PER:ASTM 1063-03 DRIP SCREED CONCRETE' SCALE. N.T.S.NTS O 4 APPLY A 4 SELF ADHESIVE JAMB FLASHING OVERLAPPING THE Q I, SLAB WINDOW FLANGE EXTENDED 4 PAST THE ROUGH OPENING. APPLY A 4' SELF ADHESIVE HEAD FLASHING OVERLAPPING THE 6 ., TES, - WINDOW FLANGE EXTENDED 4„ O PAST THE ROUGH OPENING. FLASHING AT HEAD EXTENDS GENERAL NO 1” BEYOND JAMB FLASHING. TREE MUST BE INSTALLED BEFORE E 1. PARKING BUMPER IF REQU ) EC.O.C O _ REMOVE PREVIOUSLY APPLIED TAPE, NE APPLICATION ATION DETAIL (Q STO „ , n I 5 ALLOWING WRB TO LAY FLAT OVER HEAD. HEAD FLASHING REQUIRED ON CEILING OF GARAGE WHERE HABITAL SPACE IS O 2.518 TYPE X GYP. BOARD Q E FLASHING, APPLY NEW SHEATHING TAPEa� SCALE. N,T.S. AB VE PER FBC R302.6. EMBED BOTTOM OF THE HEAD FLASHING' +.� � OVER DIAGONAL CUT •SEE DIAGRAM: I. AGAINST THE PREVIOUSLY APPLIED o SEE ELEVATIONS FOR 3. HVAC PENETRATING RATED ASSEMBLIES TO COMPLY WITH FBC R302.5. SEALANT (FLASHING GOES OVER SEALANT). 4. UNDER STAIR PROTECTION TO COMPLY WITH FBC 8302.7 IF ACCESSIBLE). s JAMB FLASHING EXTEND HEAD FLASHING BEYOND EACH EXTERIOR FINISH MATERIAL EXTEND JAMB FLASHING TO i JAMB FLASHING. FASTEN IN PLACE, SEE ELEVATIONS FOR OVERLAP SILL FLASHING. EXTEND - „ JAMB FLASHING 8112 O OTE, AM LA ABOVE f .EXTERIOR FINISH MATERIA. GUARDRAIL N ROUGH OPENING AT HEAD, TUCK CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING DEPENDING ON FIELD COND U DRYWALL OR OTHER FINISH ` UARDRAIL RE UIREMENTS AND OPENINGS. `THE FLAP OF WRB AT,THE HEAD. MATERIAL IF APPLICABLE CODES R312.1 8312.2 FOR G Q TOP OF JAMB FLASHING UNDER. JA *HEIGHT SEE DIAGRAM. SHALL BE 36 MIN,. WHEN PORCH BALCONY OR RAISED FLOOR EXCEEDS 30 ABOVE FLOOR OR , p n A C GRADE AND SHALL BE 34 ON OPEN SIDES OF STAIRS THAT EXCEED 30 OR MORE ABOVE FLOOR OR 0 GRA I - DE AQ DRYWALL OR OTHER FINISH MATERIAL L IF APPLICABLE °a a I A ETI FOR NOTE: THIS WALL SECTION I 0 OPENINGS SHALL HAVE INTERMEDIATE RAILS OR CLOSURES WHICH DO NOT ALLOW PASSAGE OF d d AESTHETIC PURPOSES ONVERIFY SPHERE 4n GREATER DIAMETER. REQUIRED GUARD RAILS ON THE SIDES OF ' STAIR TREADS SHALL �WEATHER RESISTANT BARRIERR (WRB) ° AT A 45 DEGREE ANGLE, %r d n 9 WN WITH s ANT ALL CONDITIONS SHO SEAL TERTHAN 4.318 IN DIAMETER TO PASS THROUGH. NOT ALLOW SPHERE GREG CAREFULLY CUT THE BARRIER ON A I BUILDER, SEE STRUCTURAL. PLANS DIAGONAL. GENTLY RAISE THE TOP DEF T SILL FLASHING N TIE DOWN EDGE 0 HE BARRIER UP AND FOR CONNECTIONS AND �, { TAPE THE TOP CORNERS AND 3 a IL TE. O _ INFORMATION. HANDRA NO CENTER TO THE EXTERIOR WRB SHIM AND A UST WINDOW TO ACHIEVE SQUARE DITIO S DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING P N ON FIELD CON N M DEPENDIG R703.8 FLASHING: SURFACE ABOVE: LU B, AND EVEL CONDITION. USE CORROSION RESISTANT T N RS. FASTEN FOR HANDRAIL HEIGHT CONTINUITY AND SIZE E AS E E N WINDOWS PER CODES 8311.5.6 831.1.5.6.3 6 O 0 n - _ _ APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION 2 314. ,Lrf - IN SUCH A MANOR TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR d — d 1..111 LII III III III I I_ WINDO MANUFACTURER SPECIFICATIONS, �' •_ 1 - HEIGHT. MUST BEBETWEEN 34-18"MEASURED VERTICALLY FROM PLANE. O PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. M ci' N THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. n 511_ APPROVED ANTI CORROSION RESISTANT FLASHING SHALL BE INST41LED AT ALL OF ST BE CONTINUOUS THROUGH FULL LENGTH OF FLIGHT FROM POINT. � SECTION A -A CONTINUITY. HANDRAIL MU „ d a <. d = —I _, . a d _ _ _ _ = d I 1-11 I-1 I III III ____= __ __—_ I_III-111_111—III—LI I '— 3/8"OR 518. " THE FOLLOWING LOCATIONS: I, 1. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH d ° $a CMU I— II III 26 GAUGE GALVANIZED 26 GAUGE GALVANIZED 32 GAUGE GALVANIZED FRAME OR STUCCO WALLS, � WITH PROJECTING LIPS ON BOTH SIDES NDER STUCCO n` n A B C W dd = ° III^111_111-111_111—. — — — — — - - LI _ _ I I III I , , 2-112n METAL DRIP EDGE 5X5n ANGLE FLASHING Zn FLASHING COPINGS: V ' = 4°dd .d''_Li III—.� ° SEE ENGINEERING PLANS FOR ° I 1=111 2. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL COPING AND SILLS. z _, w ,, to I SHINGLES. VALLEY FLASHING: 3. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. n ,, d w (fi w ° d ° d q fid., a°. ° . ° d TYPICAL WALL SECTION d ° CONCR_ T i FIRE RATING. ASTM D 3018 TYPE 1 26 GA. GALVANIZED 18 WIDE - UL CLASS A I 4. WHERE EXTERIOR PORCHES DECKS OR STAIRS ATTACH TO A WA OR FLOOR '�- w -cn 4 ° _ d . ,i _ � n STRUCTURALFLORIDA SCALE .1 -1-0 UL WIND RESISTANCE. FASTENING. CONSTRUCTION. ASSEMBLY OR WOOD FRAMED CONS U , UASTM D 3161 TYPE I MODIFIED TO 110 MPH ) ( WITH HEAD 4 11 R 12 GAUGE NAILS L N I 318 0 0 GUG S 1 0G ALL INTERSECTIONS. � z o GC _j F--' Scale AS SHOWN . T AND ROOD 5A L � O {.0 6. AT BUILT IN GUTTERS. H•- nT A LOWEST RISERS. 7 314 .MAXIMUM WITH NO MORE THAN 3!8 DIFFERENCE BETWEEN HIGHEST. AND 0 FLASHING AP IED OVER THE FACE OF THE MOUNTING FLANGE.ob � 17608 II DETAILS AND SHINGLE INFORMATION FLASHINGD cn n n THAN DIFFERENCE BETWEEN LONGEST AND SHORTEST TREADS. 10 .MINIMUM DEPTH WITH NO MORE T A 318. D C i N „ WINDOW INSTALLATION SCALE: 3" =1'-0" I FIBERGLASS SHINGLE ROOFING OVER UDN RLAYMENT I, E INSTALL SHINGLES OVER ORV VENT II FLANGE AT HEAD GALVANIZED METAL ORV WITH BAFFLE SET IN i TO REJECT PASSAGE I OF 4" SPHERE I I PLASTIC ROOF CEMENT OR SEALANT I, SCREEN OVER PRE-ENGINEERED �I TRUSSES S E ^, WOOD RUBS 0 INSTALL ORV FLANGE OVER N`c z SHINGLES AT BASE M a. J ti. LL. .. s v. Ok � r cn r W r. a� ti VER 7116n OSB 0 w n I M a .. ON - D WOOD 24 WIDE METAL VALLEY , .. FIBERGLASS SHINGLES PRE-ENGINEERED pa, ,� � c B. TRUSSES FLASHING OVER 15# FELTcc 15# FELT OVER 7116 0.5. TRU �� n ;�..� LK Q- WITH-112.CLIPS OVER OSB $�, — OFF RIDGE VENT DETAIL Q w� PRE-ENGINEERED TRUSS ROOF SYSTEM W NOT VALLEY FLASHING DETAIL W x �P.T. 2x4 SILL , � �, . ���,,��� �, 2X BLOCKING m:. PLATE W! SEAL 1 AI SPACE NOT TO SCALE ��� a 5. 12 ,-a SEE FIRE CAULKED.: RP ELEV. RUBBER FLASHING MEMBRANE n PIPE BOOT O WEE HOLE 32 O.C. E- k •s,, w ti Q Q o GALVANIZED METAL FLANGE 9-1118 BEARING HEIGHT,ARRIER OVER USB o APPROVED WEATHER B ._ GROUT SOLID Q' .--��_f] TOP OF FINISH FLOOR R-38 INSTALL 4n WIDE. o — SELF -ADHERING . _ INSULATION MEMBRANE FLASHING OVERLAPPING DOOR o _ _ „ FASCIA STYLE.. 1-1 I I _ 518 GYP. BOARD I I (=111=III=1 I FRAME BY 114' AND V BEYOND DOOR JAMB V GUARDRAIL DETAIL Jn_ i " SCALE: -1-0 PER BUILDER I-1 I—, ,—� Ir ,., DOUBLE 2X TOP PLATE WITH HARDIE BEAD BOARD o fl o Q o W APPROVED HURRICANE 1'-4" SOFFIT P. INSTALL 4"WIDE SELF -ADHERING ANCHOR AT ENDS OF EACH MEMBRANE FLASHING OVERLAPPING TRUSS PLUMBING STACK FLASHING DEVIL O DOORFRBY114 oc NBRICK FOUNDATION DE AIL N Ln 1F WITHIN 5 OF PROPERTY LINE, FIRE Ln NOT TO SCALE LE, N.T. , J SCALE: s U .� �- BLOCK AND FIRE CAULK BETWEEN R BARRIER IN AND CUT R H cn U - TRUSSES TO BOTTOM OF ROOF DECKAROUN JAMBS EXTERIOR WALLS SHALLHAVE THE EXT. f =3 v rn M SHEATHING RAISED OFF OF THE Q > SET (HOLD IN BED CF ST STEPS c V_ CONCRETE FOUNDATION,AND ALIGNED 1 +� o 0 .x 4. IN WATER SHEDDING FASHION STARTING AT THE ' V) cn �, AA V o> O�In�a'�N� BASE OF THE WALL & WORKING TOWARDSTHE TOP, i 4 .JAMB FLASHING *-� INSTALL THE WRB TO THE FACE OF THE SHEATHING. O V _ 00 APPLY T. L Z tQ CUT AT INVERTED "Y". i CON SELF ADHESIVE FLASHING THAT EXTENDS T BARRIER d- r-, E--- STONE OVER LA & „ „ AT LEAST 4 B Y 2 INSTALL 6 WIDE SELF ADHESIVE SILL FLASHING THAT E OND ROUGH OPENING. M O EXTENDS 4 BEYOND OPENING. 414 n ; 1�1 ce1AT BASE OF WOOD TERMINATESTONE 3 APPLY BEAD OF SEALANT AT BACK OF WINDOW CURE WRB SHINE INSTALLATIONAND DETAIL O DOOR FLA PER STM C 929 A2.22 0 STRUCTURE R FLANGE &SET WINDOW USING PAN HEAD SCREWS, HEAD W 813 INSULATION -< TO FACILITATE INSPECTION. PER:ASTM 1063-03 DRIP SCREED CONCRETE' SCALE. N.T.S.NTS O 4 APPLY A 4 SELF ADHESIVE JAMB FLASHING OVERLAPPING THE Q I, SLAB WINDOW FLANGE EXTENDED 4 PAST THE ROUGH OPENING. APPLY A 4' SELF ADHESIVE HEAD FLASHING OVERLAPPING THE 6 ., TES, - WINDOW FLANGE EXTENDED 4„ O PAST THE ROUGH OPENING. FLASHING AT HEAD EXTENDS GENERAL NO 1” BEYOND JAMB FLASHING. TREE MUST BE INSTALLED BEFORE E 1. PARKING BUMPER IF REQU ) EC.O.C O _ REMOVE PREVIOUSLY APPLIED TAPE, NE APPLICATION ATION DETAIL (Q STO „ , n I 5 ALLOWING WRB TO LAY FLAT OVER HEAD. HEAD FLASHING REQUIRED ON CEILING OF GARAGE WHERE HABITAL SPACE IS O 2.518 TYPE X GYP. BOARD Q E FLASHING, APPLY NEW SHEATHING TAPEa� SCALE. N,T.S. AB VE PER FBC R302.6. EMBED BOTTOM OF THE HEAD FLASHING' +.� � OVER DIAGONAL CUT •SEE DIAGRAM: I. AGAINST THE PREVIOUSLY APPLIED o SEE ELEVATIONS FOR 3. HVAC PENETRATING RATED ASSEMBLIES TO COMPLY WITH FBC R302.5. SEALANT (FLASHING GOES OVER SEALANT). 4. UNDER STAIR PROTECTION TO COMPLY WITH FBC 8302.7 IF ACCESSIBLE). s JAMB FLASHING EXTEND HEAD FLASHING BEYOND EACH EXTERIOR FINISH MATERIAL EXTEND JAMB FLASHING TO i JAMB FLASHING. FASTEN IN PLACE, SEE ELEVATIONS FOR OVERLAP SILL FLASHING. EXTEND - „ JAMB FLASHING 8112 O OTE, AM LA ABOVE f .EXTERIOR FINISH MATERIA. GUARDRAIL N ROUGH OPENING AT HEAD, TUCK CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING DEPENDING ON FIELD COND U DRYWALL OR OTHER FINISH ` UARDRAIL RE UIREMENTS AND OPENINGS. `THE FLAP OF WRB AT,THE HEAD. MATERIAL IF APPLICABLE CODES R312.1 8312.2 FOR G Q TOP OF JAMB FLASHING UNDER. JA *HEIGHT SEE DIAGRAM. SHALL BE 36 MIN,. WHEN PORCH BALCONY OR RAISED FLOOR EXCEEDS 30 ABOVE FLOOR OR , p n A C GRADE AND SHALL BE 34 ON OPEN SIDES OF STAIRS THAT EXCEED 30 OR MORE ABOVE FLOOR OR 0 GRA I - DE AQ DRYWALL OR OTHER FINISH MATERIAL L IF APPLICABLE °a a I A ETI FOR NOTE: THIS WALL SECTION I 0 OPENINGS SHALL HAVE INTERMEDIATE RAILS OR CLOSURES WHICH DO NOT ALLOW PASSAGE OF d d AESTHETIC PURPOSES ONVERIFY SPHERE 4n GREATER DIAMETER. REQUIRED GUARD RAILS ON THE SIDES OF ' STAIR TREADS SHALL �WEATHER RESISTANT BARRIERR (WRB) ° AT A 45 DEGREE ANGLE, %r d n 9 WN WITH s ANT ALL CONDITIONS SHO SEAL TERTHAN 4.318 IN DIAMETER TO PASS THROUGH. NOT ALLOW SPHERE GREG CAREFULLY CUT THE BARRIER ON A I BUILDER, SEE STRUCTURAL. PLANS DIAGONAL. GENTLY RAISE THE TOP DEF T SILL FLASHING N TIE DOWN EDGE 0 HE BARRIER UP AND FOR CONNECTIONS AND �, { TAPE THE TOP CORNERS AND 3 a IL TE. O _ INFORMATION. HANDRA NO CENTER TO THE EXTERIOR WRB SHIM AND A UST WINDOW TO ACHIEVE SQUARE DITIO S DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING P N ON FIELD CON N M DEPENDIG C:\Users\Bill Shields\Google Drive\1-Drawings\American Classic Homes\1760 Plan\2017-07-271760 RIGHT A-B-C-D.dwg, 7/27/2017 11:35:21 AM d Q °. SURFACE ABOVE: LU B, AND EVEL CONDITION. USE CORROSION RESISTANT T N RS. FASTEN FOR HANDRAIL HEIGHT CONTINUITY AND SIZE E AS E E N WINDOWS PER CODES 8311.5.6 831.1.5.6.3 6 O 0 ,Lrf d — d 1..111 LII III III III I I_ WINDO MANUFACTURER SPECIFICATIONS, �' •_ 1 - HEIGHT. MUST BEBETWEEN 34-18"MEASURED VERTICALLY FROM PLANE. O M ci' lA n _ _ — _ — _I — — — — — - III III III III - — — III III a _ — _ — — I I I_I I I_I i � ° 1-1 I I—III I i_ ST BE CONTINUOUS THROUGH FULL LENGTH OF FLIGHT FROM POINT. � SECTION A -A CONTINUITY. HANDRAIL MU „ d a <. d = —I _, . a d _ _ _ _ = d I 1-11 I-1 I III III ____= __ __—_ I_III-111_111—III—LI I '— „ DIRECTLY ABOVE HIGHEST RISER TO POINT DIRECTLY ABOVE LOWEST RISER. HANDRAIL SHOULD 1 I THROUGH WINDOW JAMB — — — — — a�'�I I ° a TERMINATE IN NEWEL POSTS OR SAFETY TERMINAL OR RETURN TO WALL. HANDRAILS SHALL BECUT d ° $a CMU I— II III „ , SEE STRUCTURAL s LINE SEALANT BEAD ALLOWED TO BE INTERRUPTED BYNEWEL POSTS. dd = ° III^111_111-111_111—. — — — — — - - LI _ _ I I III I , , BEHIND MOUNTING " fl �� INTERIOR VIEW E DIAMETER BETWEEN 1114. 2 IF CIRCULAR. SHALL HAVE BETWEEN 4-6 SIZE. SHALL HAVE OUTBID FLANGE. ' = 4°dd .d''_Li III—.� ° SEE ENGINEERING PLANS FOR ° I 1=111 - TOP LEFT CORNER OF WINDOW PERIMETER'IF NOT CIRCULAR. fi...° :.' ..... d. d STEM WALL DETAIL ° - 4 ° .a _ 11- ° d ° d q fid., a°. ° . ° d TYPICAL WALL SECTION d ° CONCR_ T i TE FOOTING; SEE - STAIR NOTE. oo G, I Date - - 07 27 17 4 ° _ d . ,i _ � n STRUCTURALFLORIDA SCALE .1 -1-0 F BUILDING FLASHING DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLO G Scale AS SHOWN PICAL SECTION WI S CODES 8311.5.18311.5.5 FOR TREAD DEPTH RISER HEIGHTS AND STAIR D TH WEATHER RESITIVE BA lER (WRB) APPLIED PRIOR TO THE WINDOW. INSTALLATION. i WALL nT A LOWEST RISERS. 7 314 .MAXIMUM WITH NO MORE THAN 3!8 DIFFERENCE BETWEEN HIGHEST. AND 0 FLASHING AP IED OVER THE FACE OF THE MOUNTING FLANGE.ob � 17608 n STEM WALL O PTION n n THAN DIFFERENCE BETWEEN LONGEST AND SHORTEST TREADS. 10 .MINIMUM DEPTH WITH NO MORE T A 318. D C i N „ WINDOW INSTALLATION Sheet TREAD. THE:SUM OF 2 TREA DS AND 1 RISER TO BE NOT LESS THAN 24 AND NOT MORE THAN 25 . SCALE .1n _ Dn *WIDTH: 36n MINIMUM CLEAR WIDTH ABOVE HANDRAIL AND 31_ 112n BELOW HANDRAIL �I SCALE: N.T.S. A3. C:\Users\Bill Shields\Google Drive\1-Drawings\American Classic Homes\1760 Plan\2017-07-271760 RIGHT A-B-C-D.dwg, 7/27/2017 11:35:21 AM