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457 SAILFISH DR SFR PERMIT ,n CITY OF ATLANTIC BEACH s> 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 - y INSPECTION PHONE LINE 247-5814 rB SINGLE FAMILY DWELLING NEW _ MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-SFR-1558 Job Type: SINGLE FAMILY RESIDENCE Description: NEW SINGLE FAMILY HOME Estimated Value: $219,000.00 Issue Date: 8/11/2016 r Expiration Date: 2/7/2017 PROPERTY ADDRESS: Address: 457 SAILFISH DR RE Number: 171374-0000 PROPERTY OWNER: Name: JAX HOME PRO Address: 12740-6 Atlantic BLVD GENERAL CONTRACTOR INFORMATION: Name: AMERICAN CLASSIC HOMES LLC Address: 3481 St Augustine RD Phone: 904-396-4955 PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $418.50 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $837.00 WATER CROSS CONNECTION $50.00 STATE DCA SURCHARGE $12.56 STATE DBPR SURCHARGE $12.56 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH ,- 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 \�J;319'" Total Payments: $1,480.62 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. s=-VJ" City of Atlantic Beach APPLICATION NUMBER o' r Building Department (To be assigned by the Building Department.) .i 800 Seminole Road l � -SFR-1458 oVr AtlanBc Beach Florida 322335445 Phone(904)247-5826 - Fax(904)247-5845 -o:nv'� E-mail: building-deptCcoab.us Date routed: Cityweb-site: hap://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address 4S7 �Ru PtS 64 �E De aliment review required Ye No Applicant: h A7 $$ ring &Zonin I� � r / ' eeAdminlsra r Project: ' V 6th SI nJa F I—flmIL tome Public works Public Utilitie Public Safety Fire Services Review fee$ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management Distriol Array Corps of Engineer; Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS F epartment First Review: Approved. ❑Denied. one.) Comments: ING ZONING Reviewed by: Date: 7. 017'6 MIN. Second Review: []Approved as revised. [-]DenYed. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114/09 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 0 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 7.15.2016 Permit#: 16-sfr-1558 Applicant: American Classic Homes,LLC Site Address: 457 Sailfish Dr.,AB Site Address: 3481 St. Augustine Rd.,Jaz Rew# 1 1 Phone: 904-3964955 RE#: 171374-0000 1 Email: jen@jaxhomes.net Correction Comments: These are review comments from 1 of the 4 departments reviewing this application. Applicati0 is dis the followin is I. be Florida Product Approval Forms submitted is missing the last page.Please t o letel /?�L 2. o complete the required Energy Ca cu a on information,please submit 2 copies of the 7.,p./ (, MANUAL S COMPLIANCE REPORT. From the Florida Building Code 5"Edition— Energy Conservation,R403.6 and R403.6.1; Heating and Cooling equipment and quipment sizing. - flet. 727 /G m� Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 Ch�p4�t4/ /2rvi�ei Co, s f� 7 •/ S/�iN � 1 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 V E-mail: building-dept@wab.us Date routed: City web-site: http:/Avww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: S , R/t ttt, pE De artment review re aired Yes No Applicant: AJ SS ning &Zoning N FLID 11J0.r (� / ' as Admims a or Project: {— pmt r'1-o/yl Public Works Public Utilities Public Safety Fire Services Review fee$ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco , Other. APPLICATION STATUS Reviewing Department First Review: Approved. QDenied. (Circle one.) Comments: LG BUILDING PLANNING &ZONING Reviewed by: ate: 2 I TREE ADMIN. Second Review: QApproved as revised. QDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. QDenied. Comments: Reviewed by: Date: Revised 05114/09 ZONING REVIEW COMMENTS City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 7/27/16 Permit: 16-SFR-1558 Applicant: American Classic Homes Review: P1 Address: 3481 St Augustine Rd,Jacksonville, FL 32207 Site Address: 457 Sailfish Dr E Phone: (904)396-4955 RE#: 171396-0000 Email: N/A OFFICE COPY Informational Comments 1. Tree Requirements: The City requires a minimum of 1 tree per 2500 square feet of lot area. Based on the size of this property there should be 5 trees on the property.The survey provided only identified one oak tree on the southern property line. Prior to approval of a Certificate of Occupancy there must be at least 5 trees on the property. Please be aware that the palms seen in aerial photographs on the north end of the property do count as trees and would count towards this minimum tree requirement and would require a permit if removed. Derek W. Reeves Planner dreeves@cwab.us City of Atlantic Beach APPLICATION NUMBER Building Department f 800 Seminole Road DE C�E I V E: (To be assigned by the Building Department.) - _ AtlanticBeach, Florida 32233-5445 1 (0 -S F2-1 SS S Phone 904 247-5826 Fax(904)247-5 ,JUL 13 2016 "G u;tly% E-mail: buildingdept@wab.us Date routed: City web-site: httpJhvww.coab.us By APPLICATION REVIEW AND TRACKING FORM Property Address: 4S7 ( F}/( JC S 6�PE De arfinent review required Yes No Applicant: P AJ SSI ning&Zoning r e Admmis re or Project: N 6u? S i N0.t F 1—f}mtLc, (�cpm P Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept.of Environmental Protection Flonda Dept.of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of klcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denniie�d. _ �/ (Circle one.) Comments: / #� 4*10/i�!!h� BUILDING PLANNING &ZONING Reviewed by: Date: TREEADMIN. Second Review: ❑Approved as revised. ❑ nied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. [—]Denied. Comments: Reviewed by: Date: Revised 05114/09 Comp. By: SRW Date: 7/6/2016 Public Works Department City of Atlantic Beach Permit No: Address: 457 Sailfish Drive East Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning,Subdivision,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) Predeveloomenl Runoff Volume- Lot Area(A) = 12,285 ft' Runoff Coefficient Area Lot Area Description (ft') (ft') "C" Wtd "C" Impervious 1,858 12,285 1.00 0.15 Pervious 10,427 12.285 0.20 0.17 Runoff Coefficient(C)= 0.32 Runoff Volume V= 0.32 x 12,285 x 9.3 / 12 V= 3,056 ft' Postdevelooment Runoff Volume, Lot Pines(A) = 12,285 ft' Runoff Coefficient Area Lot Area Description (ft)(ft') "C" VYfd"C" Impervious i7 3 12,285 1.00 0.23 %ISA= 22.5% Pervious 9,520 12,285 0.20 0.15 Runoff Coefficient(C)- 0.38 Runoff Volume V= 0.38 x 12,285 x 9.3 / 12 V= 3,618 ft' Required Storage Volume DV= Postdevelopmenl Runoff Volume-Predevelopment Runoff Volume DV= 3,618 - 3,056 DV= 562 ft' retention salmshpiive Eas145] 1B.rzo16 q�l A y Comp. By: SRW Date: 7/6/2016 n � Public Works Department City of Atlantic Beach Permit No: Address: 457 Sailfish Drive East Provided Storage: Elevation Area Storage (ft) lit') (ft) 9.5 196 0 BOTTOM 14 X 14 10.0 256 113 TOB 16 X 16 Elevation Area Storage (ft) (ti (ft') 0 BOTTOM 0 TOB Elevation Area Storage Ift) (ft') (ft') 0 BOTTOM 0 TOB Inground storage=A'd'pf A=Area= 256.0 d=depth to ESHWT= 6.5 of=pore factor= 0.3 Inground Storage= 499.2 ft' Required Treatment Volume= 562 ft' Supplied Treatment Volume= 612 ft' Retention Sairsn nnve East 457 7/62016 Comp. By: SRW Date: 7/6/2016 Public Works Department City of Atlantic Beach Permit No: Address: 457 Sailfish Drive East Reauired Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning,Subdivision,and Land Development Regulations requires that the difference between the pre-and postdeveiopmenl volume of stormwawler 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) Predevelooment Runoff Volume, Lot Area(A) = 12,285 ft' Runoff Coefficient Area Lot Area Description (ft') (ft) "C" Wtd "C" Impervious 1,858 12,285 1.00 0.15 Pervious 10,427 12,285 0.20 0.17 Runoff Coefficient(C)= 0.32 Runoff Volume V= 0.32 x 12,285 x 9.3 / 12 V= 3,056 ft3 Postdeveloomern Runoff Volume: Lot Area(A) = 12,285 ft' Runoff Coefficient Area Lot Area Description (fte) (R') C. Md'C' Impervious 2,765 12,285 1.00 0.23 %ISA= 22.5% Pervious 9,520 12,285 0.20 0.15 Runoff Coefficient(C)= 0.38 Runoff Volume V= 0.38 x 12,285 x 9.3 / 12 V= 3,618 ft3 Required Storage Volume DV= Postdevelopmenl Runoff Volume-Predevelopment Runoff Volume DV= 3,618 - 3,056 DV= 562 ft3 Re Miran Sallfiah pnva E Ms 157 7, 016 Comp. By: SRW Date: 7/6/2016 i v Public Works Department City of Atlantic Beach Permit No: Address: 457 Sailfish Drive East Provided Storaoe� Elevation Area Storage (ft) (ft') (ft') 9.5 196 0 BOTTOM 14 X 14 10.0 256 113 TOB 16 X 16 Elevation Area Storage IT (ft') (ft') 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft'1 (ft) 0 BOTTOM 0 TOB Inground storage=A'd'pf A=Area= 256.0 d=depth to ESHWT= 6.5 pf=pore factor= 0.3 Inground Storage= 499.2 ft' Required Treatment Volume= 562 ft' Supplied Treatment Volume= 612 ft' Retention Sailfish Drive East 457 7M2016 Y ti 7 a(. 44 �r'1-7 City of Atlantic Beach APPLICATION NUMBER s Building Department ECEIVE i:^•1 800 Seminole RoadAtlaD (To be assigned by fhe Building Department.) u - Phone( 0)247-5826 - Faxda (94' n ,JUL 132016 � �SF(Z-1 mcg Phone 904 247-5826 Fax 904 2 45 E-mail: buildin0ept@coa1b.us Date routed: City web-site: hdp:/ANww.ceab.us BY APPLICATION REVIEW AND TRACKING FORM Property Address: S7Er , /S _�� De artment review re uired Yes No Applicant: 0.7S ning &Zoning a Admmis ra or Project: 1 �,J �( L Public Works Public Utilities Public Safety , Fire Services Review fee $ Dept Signature 5- A - Other Agencema or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. ofntal Protection Florida Dept of tion St.Johns River agement District Army Corps of E Division of Hoteltaurants Division of Alcohages and Tobacco Other: APP IC----- STATUS Reviewing Department First Review: Approved. QDenied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: mak, Date: r F[/ 1,6 TREE ADMIN. Second Review: QApproved as revised. QDenied. OP WORKS. Comments: UBLLIC UTILITIES PUBLI�/ F/* Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. [—]Denied. Comments: Reviewed by: Date: 2evised 0514/os CITY OF ATLANTIC BEACH �r PUBLIC UTILITIES 1200 Sandpiper Lane fill 19, ATLANTIC BEACH,FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: `f-f 3-/(o Project Address: No. of Units:_--Commercial Residential VI Multi-Family New Water Tap(s)&Meter(s) Meter Size(s)� New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter_Size_New Connection to City Sewer_ Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) �r CITY STAFF USE ONLY Application#LL- yl2 -I SSS Water System Development Charge $ rW e ✓wp L i _ IV. Sewer System Development Charge $ Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ Other $ TOTAL $ APPROVED: Kayle Moore.PE (Deputy PR'Dveaw o AWhorkedSignanve) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 1�p 6+ 800 Seminole Road,Atlantic Beach,FL 32233 - ' " � �o--� �+ Office(904) 247-5826 Fax(904)247-5845 (p F R - SSg �- Job Address: jyI _ SLAI �jS )2 - h ( tij,*e fast- Permit Number: Legal Description 1(4( ,N K 2`71 Parcel# 626 17 13-7 F oor a o Wit.�Sq FI -- Valuation of Work S, Proposed Work h td/cooled_� non-heated/cooled -'30 zwom© �T:W Zt90%-Q--4 Por-o"5 _jgtt� Class of Work(circle one): Ne Addition Alteration repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial (PC,1{„,Kal If an existing structure,is a Bresprinkler system installed?(Circle one): Yes No ®/ Florida Product Approval# For multiple products use product approval orm ,.,i Describe in detail the type of work to be performed: Q(�,✓t i 6 kL U(.�.� nPlry �1n0) �' �Ffl f (6, Property Owner Information: �o 0-F n 061 Florid?I U(- Name' � 'e d-I.r�� 1 /O A res: 1®( eiF ,Qt rRl i✓lQ_ lYQ DQ City StateZip3274� Phone N '� -- E-Mail or Fax#(OptionaD �pvi?0 , g gyp { , Contractor Infor/mta��o��n: CONTRACTOR EMAIL ADDRESS, Company Name,./��rywee e*6'-1C-�{a- -Me2 , Qualifying Agent: 09Q ter-_ Address: 1 - F[.1 Ci I State _Zip 3 2 Office Phone 9 5 ob Site/Contact Npmb r / Fax# State Certification/Registration#—C Q rl �P Architect Name&Phone# Engineer's Name&Phone v 04 - S - I Fee Simple Title Holder Name and Ad Bonding Company Name and Addre Mortgage Lender Name and Address t I Application is herebv made to obtain operant to do the work an in certt(y that na work o l estion baa commenced prior h issuance ofa permit and that artwork will be pe ormedto meet the standards ofall laws regulating construction in tl i 'diction. This permit becom u, and void fwork is mol commenced within six(6months, or ifconstnmtlon or work is susperMed or abandoned fora n ofa{1 mmtisr altgyp rim to work is commenced. 1 understand that separate permits mug be secured for ElecTdca7 Work,Plumbing,Signs, i 1 ools,Pdrnnrey BOaM7,H Tanks and Air Conditioner,eta WARNING TO OWNER: YOUR FAILURE TO RECORD NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WI YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 herebv cerlh that l have read artd esamirted this plication and know the same to be true and correct. All provision oy'laws and erdmances governing th. type of work wJl be complied with whether a ect ted herein or not. The granting of a permit does not presume to give authority to violate or cancel th prwistons oJany ofherfederal.state.orloea/�iw regu/atin rontraction or th¢performance ofeanstruction. Signature of Owner Signature of Contractor Print Name ._. Q-Y7.P ' Z ..tS.h..�..._..._............... Print Name ... Before me Before me 's ay �f 0 this ,D f 20 64 tory blc �"'"..r"4y, JENNIFFERLYNNECLARI: Notary u MY COMMISSION#FF 0727JENNIFFEq LYTA4ECURK i 5 EXPIRES.November 24,2017 MYCOMMISSION#YLR7&d 01.26.10 '%rJ�• ' 9u,hElnm Bu4getNaary Smket EXPIRES:NW&nbet 24,2017 \ sorr.+A pep,naw°' IiImd1h.ft NNa.ysmW DO ca e o NOT WRITE BELOW- OFFICE USE ONLY pp es: Review Result (eircle�nel_ Approved Disapproved Approved w/ Conditions ReviewInitialsMate: !6 Develon_`�e Habitable Space 176 Non-Habitable 53 SF Impervious area Miscellaneous Information Occupancy Group Q-3 Type of Construction 5 L3 Number of Stories I _ Zoning District g3- / Max. Occupancy Load Fire Sprinklers Required— Flood Zone X Conditions/Comments: &-92LMc/ �NOroya( orm s i2Z COrnnef� rn—�-fit h!3 In, / Q ConOlidnct K1aJr�' I I I I TREE & VEGETATION AFFIDAVIT FILE COPY City of Atlantic Beach Department of Community Development Planning&Zoning Division ,a, 800 Seminole Road Atlantic Beach,FL 32233 ��!ua17r (P)904247-5800 (F)9O4247-5845 PERMIT# I SECTION I-APPLICANT INFORMATION r Owner(s) r Legal Authorized Agent- NAME OF APPLICANT ,P L %Si n S NAMEOFCOMPANY / I,nnd ✓ � /)1�, `l�j� ADDRESS OF COMPANY '4?) 1 Sir l_tH1M PHONE qw ` t jd!L ,CELL r1�MAIL �-1,P41C0 OdTa nOt- CONTRACTOR CERTIFICATION NUMBER CaCn C G�g5i.I I ATLBCH BUSINESS TAX RECEIPT NUMBER `` (— SECTION II-SITE INFORMATION STREETADDRESS OF PROPERTY 461 Hanaddress has not been ossignedto this Mped contact the AS Building Departmental(w)247-Su6torepoest an address. LEGAL DESCRIPTION LOT BLOCK SUBDIVISION REAL ESTATE NUMBER LOT OR PARCEL SIZE: SOFT AC RESIDENTIAL ��COMMERCIAL OTHER(SPECIFY) 1 affirm that 1 have reviewed the provisions of Chapter 23, 'Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances for the City OfAdandc Beach,FL and/or I have participated in a pr"pplication 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 fomtheabove-0escdbedora&centpmpenie nconjunction with this pro' t. SI R OWNER SIGNATURE OF OWNER Signed and sworn before me on this 71 day of IX e 2.6) b,by State of FIC) jCLQ DPreIv C Countyof — Identification verified: Oath sworn: r es r No q JENNIFFER LYNNE /( M0ji BY COMMISSION#FF072755 Notary Sl nature M♦`��///�� EXPIRES'.Novamba24. 017 REV-rvA~iA emaamNeuaydxaaysmtes My Commission expires: Ii I�.LI I�.olt� �r Map Output Page 1 of 1 JMGIS Property Infom flon FILE COPY http://gismaps.coj.net/WEBSITE/DuvalMapsSQL/toolbu.asp 7/15/2016 BROWN BENIAMIN]R Primary Site Address Official Record Book/Page FILE CCm 1 Tile if 457 SAILFISH DR 457 SAILFISH DR 15558-00756 9417 ATLANTIC BEACH,FL 32233 Atlantic Beach FL 32233 457 SAILFISH DR P Detail Value Summary RE V 1713 1 In Proaress Tax DIa41ct Value Method CAM SARA Prooertv Use OIM Single Family Total Wilding Value $83,222.00 $73,4]4.00 gof Wlldings 1 Extra Feature Value $IS1.00 $149.00 LepM nese. For Pofl legal tlesoiption see Land Velue(Mnlaig $65,000.00 $85,000.00 InM B legal seWm bekm' land Value fAaric) $0.00 40.01 SubtllWslon 03122 ROYAL PAIMS UNIT 02A 3uxt(Marbt)Value $148,373.00 $158,623.00 Total Arm 12025 Amfti Value $109,787.00 $110,555.00 The sale of Nis property may result In higher property area.For more information go Cap DIR/Portability Am[ $38,586.00/$0.00 $48,(68.00/$0.00 to Sa,e Our Homes ardour Prods"Tex Edirm r.'In Progress'propertyvalues, Eronotlons $50,000.00 See below exemptions and other supportingalormatlon on this page are pan of the wading tax mal and are subject ro dwnge.Certified Values listed in the Value Summary are those Tavble Value $59,]8].00 see bekvx certified In October,but mayinclude airy OW dunges made agermmfi tion team ho theP MAa r' Om rty. Taxable Values and Exemptions-In Progress If there are no exemptions applicable to a taxing authority,the Taxi Value is the same as the Assessed Value listed show in the Valor summary box. County/Municipal Taxable Value SIRWMD/FIND Taxable Value Schaal Taxable Value Assessetl Value - $110,555.00 Assessed Value $110,555.00 Assessed Value ......................... ._-.-._._......_...........- ._.-__. ....._.-........-.-.--.-'_.-_-. ._--'-_-....-_ 5130.555.00 Ibmesiead.(HX)................ ......... .... ...-.-_ ._$25,000;00 Ibmestead_(HX)...... . . -$25,000.00 Homes[eatl,(HX) -$25,000.00 ...6........................B)-$25,0..._. ..........._. _.-. -_-..........................__.._._.._._.........-.-...-..... Homestead.Banding,l%031(lXb)(HB);$25_000:00 Homestead.Banding l96:031(1)b)(HB)-$25,000.00 -- - -- -- -- ----- Taxable Value 685,555.00 Taxable Value $60,555.00 Taxable Value $60,555.00 Sales k`torV Wok/Page I Sale Date Sale Price I Deed Instrument Tore Code Oualified/Unqualified Vacant/Improved 15558-00756 3/24/2011 $37,010.00 QC-Quit Oaim Unqualified Improved 13797-01581 2/12007 $2$400.00 WD-Warranty Deed Unqualified Lnproved 07095-00881 4/19/1990 $50,000.00 WD-Warranty Dead Qualified Improved 06182-00521 8/9/1986 $100.00 MS-Miscellaneous Unqualified improved 06182-00520 8/22/1986 $100.00 QC-Quit claim Unqualified Improved 06175-00144 8/9/1986 $100.00 WD-Warranty Deed Unqualified Improved 03147-00782 9/30/1970 $18,000.00 MS-Mkcellaneous Unqualified Improved Extra Features rr LN Feature Cade Feature Description Bldg. Length Width Total Units Value 1 SCPR2 Screen Porch I 18 1 4 132.00 1$149.00 1 land B Legal .- Landle al LN Code Use Description Zoning Front Depth Category land Units la d T,,e Land Value LN I legal Description 1 0100 ARLES M 3-0 UNITS PER ARS-1 106.001 123.001 Common 1.00 int $85,000.00 31-1 2 ROYAL -22-2 E 2 A 3 IDT 1 BU(27 Buildings .. Building 1 Building 1 Slee AddressEhnen[ Code Detail 45]WTISH DR Unit Atlantic Beach FL32233 Exterior Wall 6 6 Vertical Sheet Muni Wall 20 20 Face&ick I uD Building Type 0101-SFR I STORY Roof Sbuct 3 3 Gable or Hip Year Built 1970 Raofirg ig Cover 3 3 Asph/ComD 5h {I eAs Building Value ,474.00 Intenor Wall 5 5 Drywall I I P0T $]3 " Int Flooding 6 6 Vinyl Asbestos -o--1I Tvoe Gross Heated Effective Heat ng Fuel 4 4 Electric Arm Arm Arai Heaft Type 3 3 Fred Not Ductal Stooge Unfinished 91 0 36 At COM 2 2 Wall Unit Doc it 2016146762, OR BK 17613 Page 2077, Number Pages: 1, Recorded 06/27/2016 at 03:53 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT g'aePAnEafoMwdcgTe) Pem!kNu, nwrbibNa.171374-0000 SWaof Porro ongntya awef T. h.Itmay Sop000n: The .&NIOM1gd h.w1byMfothld yMl mm ImPIn48maoi5 WIII ba mgtlgioceda&real PNRs[ly,end .wnlmco with Seet&n 743 of the Fledge St rtes,119 fogowinp it)gneation is a&tadfnmle NOTICE OF COMMENCEMENT. Lapel deenip8onof pr,,.V being g ,rod.Lot 1 Block 27 Addfassof woperfy being mw,,,6q.457 Sailfish Drive East, Atiantk ROOCtt Flonda32233 oat.mldamild b!"progamentS New Single Family Dwelling ,wne Jax Pro,7_LC&Etite Property of North Florida,LLC _ Address 3451 St Augustine Road Jacksonville Florida32207 ownvs MemsTtneMdlaeimpmvenrenl ' Fee pimple TllklwidN(kpMp lbem.e!). Name. Addw% Add,e1;214E1 on AupuSgne Rawl,Ja4kwmNgfA'eMep22pJ PImn.Na,�leei Pox No:86EJ2adaa bb ety(taw) AddM. 'nioiaftofbcnd3 Pine Na, Fex Na Name and andrassW ny peOgnma m,a IMM Mr,ft mneWagon mina imbewemebb, Names Address 'Eben.No! Fay No, Neme Or teer90n v thbn One E&k of Fie ida,Diner Iden binding.do geb,ed by owherVpan x,,b a gn b bar Ober doc.nwms rcay be served: Nom. Addmes Phone W. POW Ineddlnonb hg .ff, ,be,ewipnefe.ilw kyg ppp,,nm!erece&a a copyof gN i)anm'S hb®teas im4b,in sboft 71JA6(2)4b),Fnrlda Swinies.(Aiti,w O,,ee'sdat ). Name Address Phorie.Na: Fak.No. Expmekb da&Of Nosee of Combb9noembo(ins eV,,,jen dale ie bees(1)yearmom the pawamending abide dircema)datgts spWpegY. TNI85PACE FOR REppROER' Va ON pyMe DATE G ni,o'6N SfaL^NibNii [pe,anWyelpea,N IM.HW MrsNaMNNmsiealNatalvmeM aM,6ee3ml 'be.h hyo {mi aM.ar< a,Y rt J'"`['�vvaa JENN;FFEP4YNNF,CLAW( afa �, nw.+ '. r,lIYCOWfLCyCN/FFpJpt� �[�,� i°" E%NflESgowxrA ra4Zall oroaa,ai4.naaaFa'a ....... m }'rnr.a°e &rdd ttnRkttxaayMhMs I FORM 8405-2014 S / 7E FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 457 Sailfish Dr E 1762 Builder Name: Jacksonville Homes Street 457 Sailfish or E Permil Office: City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner. Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Ouval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Typss(1502.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 1227.308 b.Frame-Wood,Adjacent R=13.0 275.33 fl 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft- 5. Isthis aworst case? No 10.Ceiling Types (1760.0 sgfL) Insulation Area a.Under Attic(Vented) R=38.0 1560.00 112 6. Conditioned floor area above grade(ft2) 1760 b.Under Attic(Vented) R=19.0 200.00ft- Conditioned floor area below grade(ft) 0 11 c.NIA R= 811. DuctsR 8 7. W relows(156.0 soft.) Description Area a.Sup:Attic,Ret:Main,AH:Garage 6 352 a. U-Factor: ON,U=0.30 156.008 SHGC: SHGC=0.25 b. U-Factor: WA 8 12.Cooling systems kBlu/hr Efficiency SHGC: a.Central Unit 36.0 SEERA4.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems k8fu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 36.0 HSPF:6.20 SHGC: Area Weighted Average Overhang Depth: 1.000 R Area Weighted Average SHGC: 0.250 14.Hol water systems 8. Floor Types (1760.0 sgfl.) Insulation Area a.Electric Cep:40 gallons a.Slab-0n-Dade Edge Insulation R=0.0 1760.00 ft2 b. Conservation features EF:0.920 b.N/A R= 8 None a N/A R= ft2 15.Credits CF,Pstat Glass/Floor Area: 0.089 Total Proposed Modified Loads: 42.37 PASS Total Baseline Loads: 43.45 I hereby certify that the plans and specifications covered by Review of the plans and OF THS Sr4?" this calculation are in compliance with the Florida Energy specifications covered by this y e e p Code. calculation indicates compliance ,/ with the Florida Energy Code. uu,: (+.'riF;.•.p2�o PREPARED BY: Tim Isparyan % (�%deORAtIAIG Before construction Is completed DATE: 6/15/18 p this building will be inspected for compliance with Section 553.908 0 I hereby certify that this building, s de I ned, Is in compliance Florida Statutes. with the Florida En Cod Cod . Cop WE OWNER/AGE N BUILDING OFFICIAL: DATE: DATE: 9 I - 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 an envelope leakage test report in accordance with R402.4.1.2. 6/16201610:03 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Pagel of . � i 0 mn _ ! 2 2 n CD \ \ \ ( \/ } $! / { \ \ \ ( [ / ` 2 ` \ } \ �_ } / 0 k \ - < 00 / k ® ® ! I ! } � � o( / ■ \ a ; ( } � « - 30 1 2 2 } 77 � ( \ 7 ! 3 \ # ; ; ° � ~ \ § § ) - - - lad . / � / [ ] f y : 2 o 2 3 [ 3J CD § & f , U - } § f! § \ E ; ; { ; § 2 / � : / #m % ( ( ) / M | m \ ƒ { K0 i ( k3 � � \ & ( \ { $ } ; � f § / ! ! E m O � c 2 fl r m r m 3 °0 3S 39. N m 3 (2 c y Sm o N N m R a m m m m m ° N Ul N 3 33 mg 1 T. D9 D m m o ? m m m m c — N JO x x m m ° O p o o f Jcn R T C C C G " m C f0 m C ¢ o m !° O O lD fND rt rt J ,R. JO_ N N W O J m z 0 m Q V ¢ O i0 �O l l N N D d m m 7 0 ° fD m J J p 0 O m N m m N ti H 3 3 N `N O N TI N O D m N ,o o umi 1D ? m o m 3 r rn m m v x ¢ s n W N 3 m J O m � N N N N N N N N N N N N N N N O O O O A A A A A A A A A A A A A A A A W W t0 t0 J N_ W W OOi W D) O IJ A IV A W m Ut �O N 2 : « : l - 75 q m = cn ( EJfl ; � # � ! 7o, Ki , i ( 03 , (>m000 ee \ , � > = E / En 27 vi, ; {t £ A ; ; I3 , , , , 22 ! 7 ! ! ( ! !; ( { 0 § r ! e } [\ 77 { ! ! } % ) [ } � } 19 - - - - ! ` ~ ! $I R§ E ) ) ) k � G " ] k > > > \ G « k � _ {> 9e /® ® § n ) ) co GG § :< Z5q ; > ww § )) k , F \ \\ �7 \/ \o } § § \ § ( F k \ \ § § § 1111111111411111111 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 W16 These truss designs rely on lumber values established by others. MiTek® FILE COPY RE:827344- MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info:American Classic Homes Project Name: 827344 Model: 1762 Tampa,FL 33610-4115 Lot/Block: NA Subdivision: NA Address:457 Sailfish Dr. E. City:Jacksonville State: Florida Name Address and License#of Structural Engineer of Record,If there is one,for the building. Name: Charles P. DiGiacomo, PE License M 59660 Address:770 Wakemont Dr. City: Orange Park State: Florida General Truss Engineering Criteria&Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: N/A psf This package includes 27 individual,dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. IS,,W jTnussName Date No. Seal# Truss Name Date 1 78270289 CJ01 3/21/018 18 T8270306 T14 3/21/016 2 T8270290 CJ02 3f21Po18 19 T8270307 T15 3/21101 3 78270291 CJ020 78270308 Tibpp 4 78270292 EJ01 3/211016 21 T8270309 T17 M211016 . 5 T8270293 HJ01 3211018 22 78270310 T18 3211016 6 D270294 701 3211016 23 D270311 IT19 3211016 7 78270295 T02 1 1 24 T8270312 T20 321 1 8 78270296 T03 321/018 25 T8270313 IT21 3211016 a to y 9 T8270297 704 3211016 26 T8270314 T22 321/016 :dt iffy 10 78270298 T05 3211016 27 78270315 723 3211016 yy $ 11 78270299 T06 V a 3 12 78270300 707 1/2911 13 78270301 T09 14 TS270303 T10 15 78270303 711 16176279304 T12 13211016 V 117 178270305 T13 1321/0161 a 13 The truss,Inc.under rmy direct above have been prepared on ppby meMiTek ,,,`�P�SE rP r ��11 Industries,Inc.under m direct supervision based on the provided by Builders FirstSource-Jacksonville. `J • "CEN SF Truss Design Engineers Name: Finn,Walter No 22839 My license renewal date for the state of Florida is February 28,2017. '* •:* S IMPORTANT NOTE:Truss Engineer's responsibility is solely for :9;• STATE OF :•41/G design of individual trusses based upon design parameters shown O•. 24u c appropriateon referenced truss drawings. Parameters have not been verified as for only end has not cation identificationodesign.s forreference r�NA E`�G` ,, Suitability of truss designs for any particular building is the wamv.6m PE*M&19 responsibility of the building designer, not the Truss Engineer, arta usn imnanrsu per ANSI/TPI-1, Chapter 2. o re raim en aaanmwxsmis March 21,2016 Finn,Waller 1 of 1 FORM R405-2014 FILE COPY -FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 457Sailfish Dr E 1762 Builder Name: Jacksonville Homes Street: 457 Sailfish Or E Permit Once: 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. Well Types(1502.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Forme-Wood,Exterior R=13.0 1227.30 fl' b.Forme-Wood,Adjacent R=13.0 275.33 ft 3. Number of units,if mu0iple family 1 c.N/A R= If 4. Number of Bedrooms 4 d.WA R= ft' 5. Is this a worst rase? No 10.Ceiling Types (1760.0 sqft.) Insulation Area a.Under Attic(Vented) R=38.0 1560.00 W 6. Conditioned floor area above grade(ft2) 1760 b.Under Aaic(Vented) R=19.0 200.00 1112 Conditioned floor area below grade(112) 0 a.N/A R= fl' H.Ducts R 52 7. W ndows(158.0 soft.) Description Area e.Sup:Aflic,Ret:Main,AH:Geroge 8 352 a. U-Fador. Dbl,U=0.30 156.00ft' SHGC: SHGC=0.25 b. U-Factor. WA fF 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 36.0 SEERA4.00 c. U-Fedor. N/A ft' SHGC: 13.Heating systems kBtu/hr Efficiency d. 1.1-Factor: N/A R a.Electric Heat Pump 36.0 HSPFs.20 SHGC Area Weighted Average Overhang Depth: 1.000 fl. Area Weighted Average SHGC 0.250 14.Hot water systems S. FloorTypes (1760.0 soft.) Insulation Area a. Electric Cap:40 gallons : a.Slab-0n-Gretle Edge Insulation R=0.0 1760.00 ft' b. Conservation features EF0.920 b.N/A R= ft None c.N/A R= ft' 15.Credits CF, Pstat Glass/Floor Area: 0.089 Total Proposed Modified Loads: 42.37 PASS Total Baseline Loads: 43.45 I hereby certify that the plans and specifications covered by Review of the plans and ,,IO14E sTgl this calculation are in compliance with the Floridada Energy specifications covered by this o Code. calculation indicates complianceA / with the Flodda Energy Code. PREPARED BY: Tim Isparyan % (Vae02u�p�L Before construction is completed a� - DATE: 6/15/16 � 17 this building will be inspected for V d compliance with Section 553.908 0 I hereby certify that� � ithis building, s dned,Is in compliance Florida Statutes. with the Florida Ene Cod . COp WE,�O OWNER/AGEN _ BUILDING OFFICIAL: DATE: 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 an envelope leakage test report In accordance with R402.4.1.2. 6/161201610:03 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: 457 Sailfish Dr E 1762 Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 1760 Lot# Owner: Total Stories: 1 Slock/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Jacksonville Homes Rotate Angle: 180 Street: 457 Sailfish Dr E Permit Office: Cross Ventilation: County: Duval Jurisdiction: 261300 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233 New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY She Zona 97.5% 2.5% Water Summer Degree Days Moisture Range FL,Jar*soiwille FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blookt 1760 14080 SPACES Number Name Area Volume kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1760 14080 Yes 1 4 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tib Wand Carpet 1 Slab n-Gmde Edge Insulatio Main 186 It 0 1760 ft2 0.25 0 0.75 ROOF Roof Gable Roof Solar SA Emdt Emitt Dedr Pitch V # Type Materials Area Area Color Absor. Tested Tested hill 1. (deg) 1 Hip Composition shingles 1855ft' Oft' Medium 0.85 No 09 No 0 184 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 17608' Y N CEILING # Calling Type Space R-Value Ins Type Area Framing Frac Truss Type _ 1 Under Alto(Vented) Main 38 131. 1560M 0.11 Wood 2 Under Attic(Vented) Main 19 Blown 200 ft- 0.11 Wood 6/18!201610:03 AM EnergyGal USA-FlaRxs 2 14 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Space �_ x�ty � Height Sheathing Framing Solar Below �hhot 1 S=>N Exterior Frame-Wood Main 13 10 9 8 86.0 ft' 0.23 0.75 0 _2 E=>W Exterior Frame-Woad Main 13 5 8 8 45.3 fV 0.23 0.75 0 _3 S=>N Exterior Frame-Wootl Main 13 4 4 8 34.7 it' 0.23 0.75 0 4 W=>E Exterior Frame-Wood Main 13 1 8 8.0 ft' 0.23 0.75 0 5 S=>N Exterior Frame-Wood Main 13 12 .8 96.0 ft' 0.23 0.75 0 _6 E=>W Garage Frame-Wood Main 13 15 6 8 124.0 112 0.23 0.75 0 _ 7 S=>N Garage Frame-Wood Main 13 18 11 8 151.3 112 0.23 0.75 0 8 E=>W Exterior Frame-Wood Main 13 25 8 200.011' 0.23 0.75 0 _9 N=>S Exterior Frame-Wootl Main 13 48 8 8 389.3ft 0.23 0.75 0 _10 W=>E Exterior Frame-Wood Main 13 46 8 368.06' 0.23 0.75 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>N Wood Main None .46 3 6 8 20 ft' 2 S=>N Wood Main None .46 2 8 6 8 17.8 fl? WINDOWS Orientation shown is the entered orientation => than ed to As Built fromad 180 de rees. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S=>N 1 Vinyl Low-E Double Yes 0.3 0.25 20.0 ft 1 It 0 in 1 it 0 in Drapeslblinds Exterior 1 2 S=>N 5 Vinyl Low-E Double Yes 0.3 0.25 30.0 R 1 it 0 in 1 It 0 in Drapeslblinds Exterior 1 3 N=>S 9 Vinyl Low-E Double Yes 0.3 0.25 45.0 ft 1 it 0 in 1 ft 0 in Drapes/blinds Exterior 1 4 N=>S 9 Wood Law-E Double Yes 0.3 0.25 40.0 ft' 1 ft 0 in 1 it 0 in Drapes/blinds Exterior 1 5 W=>E 10 Vinyl Low-E Double Yes 0.3 0.25 15.0 ft' 1 it 0 in 1 it 0 in Drapeslblinds Exterior 1 6 S=>N 5 Vinyl Low-E Double Yes 0.3 0.25 6.0 fl' 1 it 0 in 1 it 0 in Drapeslblinds Exterior 1 GARAGE # Floor Area Ceiling Area Exposed Well Perimeter Avg.Well Height Exposed Wall Insulation 1 3996' 399 ft' 46 ft 86 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(60) .000254 1173.3 64.41- 121.14 .1957 5 6/16/2016 1 0:03 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant So6ware Page 3 o14 FORM R405.2014 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heal Pump None HSPFA.2 36 kStulhr 1 sys#1 COOLING SYSTEM # System Type Subtype _ Efficiency Capacity Air Flow SHR Block Duds 1 Central Unit None SEER:14 36 kBhAr 1080 chn 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SatPnl Conservation _ 1 Electric None Garage 0.92 40 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model# Collector Model# Area Volume FEF Nene None ft2 DUCTS supply —Rehm— Air CFM 25 CFM25 MVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cad _ 1 AOic 6 3528' Main 88 ft2 Default Leakage Garage (Default) (Default) 1 1 TEMPERATURES Progmmablree Thermostat: Jan Y CMar Apr rfalling Fans:Cook [M ByD0] [D0, [D0,Sepf [��]J l[X1J i� ` J Jan [ )Feb Feb [X7 Mar 1X7 Apr [ May I I Jun ( I Jul Aug ` I SSP OctNov lxl N ` l Dec Venting Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM ]8 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 7B 78 78 78 78 78 78 78 78 Cooling(WEH) PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) P 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) PM 68 68 88 68 68 68 68 68 68 66 66 66 6/16/201610:03 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerlormance Index,the more efficient the home. 457 Sailfish Or E, 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 1227.30fl b.Frame-Wood,Adjacent R=13.0 275.33 IF 3. Number of units,0 multiple family 1 c.N/A R= fl' 4. Number of Bedrooms 4 d.N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types Insulation Area a. Under Attic(Vented) R=38.0 1560.00 ft- 6. 6. Conditioned floor area(ft') 1760 b.Under Aftic(Vented) R=19.0 200.00 ft' 7. Windows" Description Area c.N/A R= fl' a. U-Factor: DIN,U=0.30 156.00 fl' 11.Ducts R fl' SHGC: SHGC-0.25 a.Sup:Attic,Ret:Main,AH:Garage 6 352 b. UFaclor. WA ft' SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Fahr. N/A ft' a.Central Unit 36.0 SEER 14.00 SHGC: tl. N/A SHGC:: 13.Heating systems kBtu/hr Efficiency SHGC: Area Weighted Average Overhang Depth: 1.000 R a.Electric Heat Pump 36.0 HSPFS.20 Area Weighted Average SHGC: 0.250 S. Floor Types Insulation Area 14.Hot water systems a.Electric GeP:40 gallons a.Slab-On-Grade Edge Insulation R1760.00 it EF:0.92 b.N/A R== ft c N/A R= ft, b. Conservation features None 15.Credits CF,Pstet I certify that this home has complied with the Florida Energy Efficiency Code for Building Ftx6 sty, Construction through the above energy saving features which will be installed(or exceeded) �o i< e' in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on installed Cbde rn�m rdiaor taffies, Builder Signature: Date: Address of New Home:`T �l j'rsX1 LV) City/FL Zip: 3L 3 *�, �5�^ Cop *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. 6/16/2016 10:03 AM EnergyGauge9 USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 - Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 457 Sailfish Dr E Peamh Number: Atlantic Reach,FL,32233 MASODATORY REQUIREMENTS See individual code sections for full details. g/ 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be aceumite and correct before final approval of the building for occupancy.Florida law [Section 553.9085,Florida Stalueal requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans nd specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. O�R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 07 Iblll .1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sea iinngg methods between dissimilar materials shall allow for differential expansion and correction. 1 I Fu R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manuacturers instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verged as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(SO Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if Installed at the time of the lest,shall be open; 4.Exterior doom for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; S.Heating and cooling systems,if Installed at the time of the test,shall be turned off;and (� 6.Supply and return registers,tt installed at the time of the lest,shall be fully Open. 1 tP'" R402A.2 Fireplaces.New wood-burning fireplaces shall have tight-fitfing flue dampers and outdoor combustion air. O R402.4,3 Fenestration air IeakageNBndows,skylights and sliding glass doom shall have an air infiltration rate of no,more than 0.3 dm Aper square foot(1.5 AMAWE MAICSA 011/1 S)2IA440 bean accng redited,independent laboratory and listed and labeled by the more than 0.5 cft per square foot(2.6 L/s/mi when anufacturer. Exception: a NFRC 400ler Exception: Sita-builtwindows,skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-mmd and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Lis)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. iff R403.1.1 Thermostat provision(Mandatory).At least one thermostat shall be provided for each separate healing and coaling system. lr R403.1.3 Heat pump supplementary heat(Mandatory).Heat pumps having supplementary elecMo-resisance heat shall have controls /Ifiat,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0-- R413.2.2 Sealing(Mandetory)kll ducts,air handler ,and filter boxes and building cavities that arm the primary air containment passageways for air distribution systems shall be considered duds and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown a meet dud tightness criteria by post-construction or mugh-in testing below. Dud tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy miter certified in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free"by either of the following: 1. Post-construction test:Total leakage shall be less than Or equal to 4 dm 113 L/min)per 100 square feel(9.29 m2)of conditioned!floor area when tested at a pressure differential Of 0.1 intoes w.g.(25 Pa)across the entire system,including the manuacturers air handler enclosure.All register bona shall be taped Or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 dm(113 I-Imin)per 100 square feel(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manuadurers air handler enclosure.All registers shall be aped or otherwise sealed during the test.If the air handler is not Installed at Me time of the test,teal leakage shall be less than or equal to 3 cf n (85 Vmin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The teal leakage test is not required for duds and air handlers located entirely within the building envelope. 2. Dud testing is not mandatory for buildings complying by Section R405 of this code. 6116/2016 10:03 AM EnergyGauge9 USA-FIaRes2014 -Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. F� R403.3 Mechanical system piping Insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105•F(41•C) or below 65•F(13"C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping Insulation. 0' 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 tum off the hot-water ciroulaling pump when the system is not in use. W R403A.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe nears shall have heat traps installed on both the inlets and outlets.External heal taps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3%inches(69 mm)in the hot water distribution line and cold water line located as Gose as possible to the storage lank. jR403A 4 Water heater efficiencies(Mandatory). O R403.A4.15torage 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 listings for the intended use.The minimum temperature setting range shall be from 1001 to 140'F(36°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 bumer(s) of combustion types of service water heating systems M be turned off. O R403A.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 Cade,Energy Conservation,Commercial Provisions,for Me type of equipment installed. Equipment used to provide heating functions as pan of a combination system shall salisy all stated requirements for Me appropriate water heating category. Solar water heaters shall met the omens Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systema.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 wfth ISO Standard 9606,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 Me following critena: 1. Be installed with a tilt angle between 10 dogmas and 40 degrees of the horizontal;and (�. 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that dose when the ventilation system is not operating. ❑/ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment 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(i(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 bads 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 Mat 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 Me 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. 6/16/2016 10:03 AM EnergyGauge®USA-FlaRes2014 -Section R405A.1 Com Page 2 of 3 i FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity.(con bused) The published value for AHRI total rapacity is a nominal,rating-test value and shall not be used for equlpment sizing.Manufacture's expanded performance data shall be used to select coolingonly equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance dam, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the bad calculation and shall be adjusted for return side gains if the return ducts)is installed in an unconditioned space. Exceptions: 1. Attached single and multi-family residential equipment sizing may be selected so that its coaling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and meted by a Flodda-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heal pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump lolal cooling capacity shall not be more than 1.15 times greater than the design cooling load. • R403.6.1.2.2 Electric resistance furnaces. Electric resistance fumaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.6.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated In accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intenniftent basis,such as anticipated additional loads mused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or hashing to the major entertainment areas. 1r1 2. A variable capacity system sized for optimum performance during base load periods is utilized. J!A R403.7 Systems"wing multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections �1 /y 0403 and C404 of the Commercial Provisions in lieu of Section R403. yll`r, R403.8 Snow melt system controls(Mandatory). Snow and ica-melting systems,supplied through energy service to the building,shall Include automatic controls capable of shuding off the system when the pavement temperature is above 55°F,and no precipitation is falling and an automatic of manual control that will allow shutoff when the outdoor temperature is above 40-F. R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9A Pool and spa heaters. All pool heaters shall be equipped with a readily accessible onoff switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oll4lred pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance With AHRI 1160,Table 2,Standard Rating Conditions-Lmv Air Temperature.A test report tram an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically tum off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and moors that have built In timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 244hour pump operations. 2. Where pumps are required to operate solar-and waste-heal-recavery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. 17/ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. / Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights 0 8405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and been type of concrete deck roofs do not have suffcent space,R-10 is allowed. 61161201610:03 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Cam Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 457 Sailfish Dr E 1702 Builder Name: Jacksonville Homes Street: 457 Sailfish Dr E Permit Ofice: City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner. Jurisdiction: 201300 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. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim Kists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to ft,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated,and sealed to the drywall. Plumbing and wiring Batt insulation shall be 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 6/16/2016 10:03 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 ,wrightsoft Project Summa Job: 1 Summary Date: Jan 19,2015 Entire House 6y: Avalon Heating and Air Plan: 176OR 3885 Spmg Park Rd Jacksonville,FL 3220)Pkone:9042451818 Email avalonbvac®gmail.com Web:v gvalonaccom Llceme:CMC1249958 Project Information For: Jacksonville Horses LLC 457 Sailfish Dr E,Atlantic Beach, FL 32233 Notes: Design Information Weather: Jacksonville, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 T Outsidedb 93 °F Inside an 70 T Inside db 75 °F Design TO 38 T Design TO 18 °F Daily range M Relative humidity 50 % Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 21879 Btuh Structure 24570 Stun Ducts 0 Btuh Ducts 0 Stun Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Stun Blower 0 Stun Piping 0 Stun Equipment load 21879 Stun Use manufacturer's data n Ratelswing mukiplier 0.98 Infiltration Equipment sensible load 24030 Stun Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 3446 Btuh Ducts 0 Btuh Area(fl' Heat75s Cooling Central vent(0 cfm) 0 Btuh 1750 Equipment latent load 3446 Btuh Vdume ft) 15750 15750 Air chain /hour 0.15 0.08 Equipment total load 27476 Btuh Equiv.AVF(cfm) 39 21 Req. total capacity at 0.70 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL;AMANA DIST... Trade GOODMAN; JANITROL;AMANA DIST... Model GSZ140361K Cond GSZ140361K AHRI ref 7995253 Coil ARUF37C14A AHRI ref 7995253 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 24220 Btuh Heating output 32800 Btuh I@ 47°F Latent cooling 10380 Btuh Temperature rise 26 °F Total coding 34600 Stuh Actual air flaw 1153 cfm Actual air flow 1153 cfm Air flow factor 0.053 cfmlBtuh Air flow factor 0.047 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. + —rightSOfV 2016Jan-ts5asr.gl RgMSuBe'AUR.mpe1201515.18 Hast D ar Page 1 ...OmpboNDud naypms\IS)9aIMbb Or E1182R.mD Cak=MJO FmM Daor feces: W N Level 1 FamiP@@Icrm Owners Suite 327 cfm 159 cfmT r 205 cfm 53 cfm Lin 9d hroom JcBed'3, B' 9'cfm q• f Bath UlilS4dme •IC103 d n50 fm 4 Cf8.. 68rr 8'm 72d� 9 Garage 0 cfm Bed4 Job#: Avalon Heating and Air Scale: 1 :as Performed for: Page 1 Jacksonville Homes LLC 3665 Spring Park Rd NghtSuite®Uni...12015 457 Sainsh Or E Jacksonville,FL 32207 15.0.25%U23W Atlantic Beach, FL 32233 Phone:90424518182016Jun-1609:57:22 wwwavalonaacom av ionhv c@gmalLcom '-yaute1457 sailfish Or E17URmp wri htsoft Duct System Summary Job 9 Date: Jan 19,2015 Entire House By: Avalon Heating and Air Plan: 1760R W65 Spring Park Rd.Jacksonville, FL 32207 Phone:9062651818 Email:waloohvacttgmaiLcom Web:wriw,avabrec0om License:CMC1249968 Project Information For: Jacksonville Hanes LLC 457 Sailfish Or E,Atlantic Beach, FL 32233 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure lasses 0.19 in H2O 0.19 in H2O Available static pressure 0.31 in H2O 0.31 in H2O Supply/ return available pressure 0.178/0.132 in H2O 0.178/0.132 in H2O Lowest friction rate 0.113 iN100ft 0.113 in/100ft Actual air flow 1153 cfm 1153 cfm Total effective length (TEL) 275 ft Supply Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (cfm) FR (in) (in) Mail Ln(ft) Ln(ft) Trunk Sam+ h 897 47 24 0.119 4.0 0x0 VIFx 40.3 110.0 st3 Baltimore c 188 2 9 0.167 4.0 0x0 VIFx 16.8 90.0 st2 6eL2 h 3027 159 71 0.113 8.0 0x0 VIFx 48.3 110.0 st3 Ba^3 h 1816 96 89 0.120 7.0 0x0 VIFx 39.0 110.0 st3 ams It 2815 148 79 0.114 &0 0x0 VIFx 46.4 110.0 st3 Dlnine h 1367 72 57 0.150 6.0 0x0 VIFx 28.8 90.0 stl Fairly Room C 3592 150 169 0.140 &0 Oxo VIFx 37.1 90.0 sit HalMay c 3571 65 168 0.156 8.0 0x0 VIFx 24.4 90.0 all Haltxay-A c 3571 65 168 0.153 8.0 0x0 VIFx 26.8 90.0 sit xhehsn c 2202 9 103 0.156 6.0 0x0 VIFx 24.7 90.0 sit Master Barna h 1245 66 27 0.166 5.0 0x0 VIFx 17.5 90.0 st2 Oemam sake In 3898 205 127 0.167 8.0 0x0 VIFx 16.8 90.0 st2 Utility c 1143 49 54 0.145 5.0 0x0 VIFx 32.9 90.0 all Wlc c 81 3 4 0.161 4.0 Oxo VIFx 20.6 90.0 st2 WIc1 h 275 14 4 0.117 4.0 Oxo VIFx 42.0 110.0 st3 W1C2 c 30 1 1 0.118 4.0 0x0 Wit 41.1 110.0 st3 Supply Trunk Htg clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 466 269 0.113 334 1&0 0 x 0 VinlFlx Sid st1 Peak AVF 877 987 0.113 707 1&0 0 x 0 VmFlx st2 Peak AVF 276 166 0.161 505 10.0 0 x 0 VinlFlx awmmpc wmw bow base msaa.ly awrmase Wr NLSOft• 2016Jun1609:57:01 RightSuirea Universal 201S 15.0.25 RS023662 Papa l ...D.,p DuctleyoutsU57SaiMbh Dr E1782R.mp Ceic-MA FmntDsrlacd: W Return Branch Detail Table Grill Htg Clg TEL Design Vebc Diam H x W Stud/Jcist Duct ° Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mail Trunk rb4 Oxo 223 350 104.7 0.126 1002 8.0 Ox 0 VIFx rt2 rb2 Oxo 327 238 74.2 0.177 741 9.0 Ox 0 VIFx rti rb3 0x0 70 40 116.7 0.113 201 8,0 Ox 0 VIFx rt2 rb1 0x0 453 353 0 0 0 0 Ox 0 VIFx rb5 0x0 81 173 0 0 0 0 Ox 0 VIFx Return Trunk Detail • - ooME Trunk Htg Clg Design Vebc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rd Peak AVF 620 627 0.113 355 18,0 0 x 0 VinlFlx rt2 Peak AVF 293 389 0.113 279 16.0 0 x 0 VinlFlx rtt aoWhific wlust bow bwo cunuallx owndd.n 01 f}F wri htSOft° zmsduo-+e 09s7s2 y�� 9 RipM1lSuite®UnNenY 2015+6.0.26 RSU23882 Pp.2 Mld� ,,,OropbodDuctteyouta\a7S.Y65h Dr EI762R.rvp O.k=MJ6 Front Dcor+aoho W +I+ wrightsoft Manual S Compliance Report Job- Date:P Date: Jan 0,lou Entire House By: Avalon Heating and Air Plan: 176OR 3985 SpNq Pak Rd.Jmksmvllle,FL 3120]Phone:9042451818 Email-.avebnhvmagmall,p m WO w amlonw.can U—se:LMC1249888 Project Information For: Jacksonville Homes LLC 457 Sailfish or E,Atlantic Beach, FL 32233 Cooling Design Conditions Outdoor design DB: 92.8°F Sensible gain: 27064 Btuh Entering coil DB: 75.0"F Outdoor design WB: 77.3°F Latent gain: 5020 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 32084 Btuh Indoor RH: 50% Estimated airflow: 1147 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Split ASHP Manufacturer: Goodman Mfg. Model. GSZ140361K+ARUF37D14A Actual airflow: 1147 cfm Sensible capacity: 26048 Btuh 96%of load Latent capacity: 9152 Btuh 182%of load Total capacity: 35200 Btuh 110%ofload SHR: 74% Heating Equipment Design Conditions Outdoor design DB: 31.8°F Heat loss: 27776 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ARUF37D14A Actual airflow: 1147 cfm Output capacity: 35500 Btuh 128%of load Capacity balance: 29 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Goodman Mfg. Model: n/a Actual airflow: 1147 cfm Output capacity: 7.8 kW 96%of load Temp. rise: 21 °F The above equipment was selected in accordance with ACCA Manual S. 2016JW211145,28 wri htsoft' RgM-S.W"Unlvema 201717AN RSU23882 Pape 1 � _orapL ADuct Layouts\457 SaMpSh D1 E1782R.mp Cak=We Fmnt DwhXea: W Project Summar Job: I IF Wrightsoft y Date: Jan 19,2015 Entire House By: Avalon Heating and Air Plan: 1760R 3805 Spring P"Rd.Jackwnville.FL 32287 PBme:&W24518n Email avalanMec®gmai.ccm Wel:vlww.eananaseare Leander CMC1249968 Project Information For: Jacksonville Homes LLC 457 Sailfish Or E,Atlantic Beach, FL 32233 Notes: Desian Information Jacksonville, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 38 OF Design TO 18 OF Daily range M Relative humidity 50 % Moisture difference 52 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 23091 Btuh Structure 21918 Btuh Ducts 4685 Btuh Ducts 5145 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 27776 Btuh Use manufacturer's data y Rate/swing multi ier 1.00 Infiltration Equipment sense le load 27064 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 3606 Btuh Ducts 1414 Btuh Area(ft') X 17 Co 17Equipment Central vent (0 cfm) 0 Btuh Volume( 15750 15750 latent load 5020 Btuh Air charges/hour 0.26 0.14 Equipment total load 32084 Btuh Equiv.AVF(cfm) 68 37 Req.total capacity at 0.74 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN;JANITROL;AMANA DISTI... Trade GOODMAN; JANITROL;AMANA DISTI... Model GSZ140361K Cord GSZ140361K AHRI ref 7995254 Coil ARUF37D14A AHRI ref 7995254 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 25456 Stuh Heating output 32800 Btuh @ 47'F Latent cooling 8944 Btuh Temperature rise 26 OF Total cooling 34400 Btuh Actual air flow 1147 cfm Actual air flow, 1147 cfm Air flow factor 0.041 cfm/Btuh Air flaw factor 0.042 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point=29 OF Backup: Goodman Mfg. Goodman Ma Input=8 kW, Output=26615 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsofC 2016.J,a2111:45:26 affish or E17Univers&201717 Mae Rai Dec2 pang 1 ..D¢pinNUucl LryoNSN575aiHisl or E1762R.Np Cab=MJ6 FranlDwfses: W �® Lumber design values are in accordance with A I 1 section 6.3 These truss designs rely on Lumber values established by others. WW FILE COPY RE: 808385 - MlTek USA, Inc. Site Information: 6904 Pa*e East BNd. Customer Info:Jacksonville Homes Project Name: 808385 Model: 1762 Tampa,FL 336104115 Lot/Block: NA Subdivision: NA Address: 12621 Running River Rd. City:Jacksonville State: Florida Name Address and License#of Structural Engineer of Record, If there Is one, for the building. Name: Charles P. DiGiacomo, PE License#: 59660 Address: 770 Wakemont Dr. City: Orange Park State: Florida General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE7-10 Wind Speed: 130 mph Roof Load: 32.0 pat Floor Load: N/A psf This package includes 27 Individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that 1 am the Truss Design Engineer and this index sheet conforms to 61615.31.003, section 5 of the Florida Board of Professional Engineers Rules. �No. Seal# Truss Name Date No. Seal# Truss Name Date 1 - 78270289 CJ01 31211016 18 T8270306 T14 3/211016 '._2 _ T8270290 GJ02 - 1321/016 19 T8270307 T15 3/21/016 3 78270291 GJ03 3211016 20 78270308 T16 3/21/016 4 T8270292 EJO1 3211016 21 nT82T17 321/016 5 IT8270293 HJ01 31211016 22T18321/016 6 IT8270294 T01 3211016 23T19 321/0167IT8270295 T02 3211016 24T20 3/2110188 [T8270296 T03 321/016 25T21 3/21/018 9 _ T8270297 T04 321/016 28 T8270314 T22 a21/016 10 ITS270298 T05 321/016 27 T8270315 T23 3211016. 11 'T8270299 TOB 3211016 12 T8270300 T07 3211016 13 jT8270301 T09 3/21/018 14 T8270302 T10 321/016 15 -T8270303 T11 321/016 16 T8270304 T12 321/016 17 78270305 T13 3/21/016 The truss awing(s)referenced above have been provided ,Inc.by underders F'directtssuJpervision!based prepared parameters .le. ,, .......... Truss Design Engineer's Name: Finn, Walter i N 2 8 My license renewal date for the state of Florida is February 28,2017. *; l(/ •; IMPORTANT NOTE:Truss Engineers responsibility is sole) for •o• ¢� 9 P ItY Y �9t. &TATE OF design of individual trusses based upon design parameters shownon referenced Parameters have not beenQ. as appropia etruss for any use.gs.Any location identfication pec fields ,,,,��SiS�pfVA1-Ear``?,, for file reference only and has not been used in preparing design. off Suitability of truss designs for any particular building is the WeM P.R^n PEN 'nm responsibility of the building designer, not the Truss Engineer, OW1 PeuSAb'F alM T�FL33s1a per ANSI/TPI-1, Chapter 2. am: March 21,2016 Finn,Walter 1 of 1 • �$ Lumber design values are in accordance with ANSI/TPI1 section 6.3 These truss designs rely on lumber values established by others. MiTek@ RE: 808385- MiTek USA, Inc. Site Information: 6904 Parke East BIM. Customer Info: Jacksonville Homes Project Name: 808385 Model: 1762 Tampa,FL 33610-0115 Lot/Block: NA Subdivision: NA Address: 12621 Running River Rd. City: Jacksonville State: Florida Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Charles P. DiGiacomo, PE License#: 59660 Address: 770 Wakemont Dr. City: Orange Park State: Florida General Truss Engineering Criteria&Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 7.6 Wind Cade: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: N/A psf This package includes 27 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 Gly-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. IS ae# Truss Name Date NNo. Seal# (Truss Name Date 1 T8270289 CJ01 3/21/016 18 T8270306 T14 2 _ T827D290 CJ02.. 3/21/016 19 T8270307 T15 3/21/016 3 T8270291 CJ03 _ _13/21/016 20 T8270308 T16 3/21/016 14 8270292 EJ01 X3/21/016 21 T82TO309 T17 321/016 7 T8270294 1702 1321/016 24 T8270312 �T18 3/21/016 �5 _ T8270293 HJ01 13/21/016 22 T8270310 1778270294 701 13/21/016 23 T8270311 'T20 3/21/016 T20 3/21/016 LS 78270298 703 _ _ _ 3/21/016 25 78270.3.13 1721 _ X3/21/016 9 78270297 '704 _ -(321/016 26 78270314 �T22 13/21/016 10 _.78270298 T05 3/21/016 27 78270315 '.T23 3/21/016 11 178270299 T06 3/21/016 12 _ IT8270300 T07 3/21/016 13 T8270301 T09 3/21/016 14178270302 T10 3/21/016 1 15 _T8270303 T11 3/21/016 16 18270304 T1 3/21/016 117,.__.jT8270305 T13. .3/21/016 The truss d by MiTek Industriesa nc.ru�nderreferenced my d direct subove pervisaon based onve been the parameters �O`,pJ.-jER'P!F%y 01 provided by Builders FirstSoume-Jacksonville. `��` `�,•�10E NSF;ti ��' Truss Design Engineer's Name: Finn, Walter No 22838 My license renewal date for the state of Florida is February 28,2017. `* * •t IMPORTANT NOTE:Truss Engineer's responsibility is solely for v '9=, STATE OF .•�/� design of individual trusses based upon design parameters shown :O•. ,� kr� on referenced truss drawings. Parameters have not been verifiedas ��<•• < O R tp P;•`2,. y location identificaon specified i for file preferet reference onle for any and has n of been used in preparing designs r�N11111110 Suitability of truss designs for any particular building is the N rv.lW KW zaas responsibility of the building designer, not the Truss Engineer, wftuskmr.npens per ANSI/TPI-1, Chapter 2. Do°� era T a aasro March 21,2016 Finn,Walter 1 of .Mp TruT.Type Dly Ply PoMm :o maaya dssand �� —.R. , ]HIp.NpHAtS IRatMMeiee,Ne Mm1M 31 t]11 N301G Pq1 IDiffi'WLe%bELtR11MDJDN%P3PG<MIHSBBFIIbvEOOnVnMA1LCEUHpn&YCYf1L � 18a I ti0 t80 missal:" 3 am 13 3 d_ � d 4 9L= 1Jb l.OAOIMG(peg SPACING- 2-60 C81. I1FFL. In (laic) Well Lad ELATES GRIP TCLL 20.0 P111111311:14:101 1.25 TC 0.14 Vad(LL) 0.00 5 >M 240 I'l 2"190TCOL 7.0 Lumber DOl 1.25 BC 0.02 Ved(rL) 0.00 5 she 180 BCLL 0.0 ' Rp Sbw lna YES Vy9 0.00 Hom(yL) GOO 2 nb Ne BCDL 50 Cases FBCNI4RPI20N (IAaWiw) VIe"h1:5 N FT•20% LUMBER- _ BRaCING- TOPCHORD 2x4 SP N0.2 TOPCHORD SbuciRel nvad sheaMing directly ppled an 1-0 0c a0dim. BOTCHORD 2x4 SP N0.2 BOTCHORD Rigid befog directly appl'Ied an 1 G4"a darn". MTek remmmends Bua Stabil'van am mquiend mOe9 derdng W instalkd during hwe eyagbn,in ecmrdamR niN SYebgtra Inseeldnbn aide. REACTIONS. ampul 3 Merneni®I,Y-1181P3-0.4=1GMetlunkel Max Ham 2=44(LC 12) ,said,Upai3 2(LC 12),2 I01(LC 8),4=-10(LC 1) Mar Grev 3=6(LC B),2a148(LC 1),4115(LC 8) FORGES. (lb)-Mu.Camp.IMv.Ten.-Nl rmc®250119)m nae udaplynyen eMxn. RCinni (7) 1)WiM:ASCE]-10;VuB 130Mh(3reeo3nd gull)VaM=101mpN TCDLW Sp#,BCDL=3.OW,,h=ls0;CM.ll;Ep C;Emd.,GCP D lB; ossi(amebae)pale and zone and G Exbnw(2)3one;C-C for nalMera am times S MWFRS for mammal~:Lumber DOL,160 plane gnp DOL=180 2)Mus buss has been designed fm a too par b08mn di and live load nonconament ydm any omer Inas lmads, 3)'Thisbuss las bead deigned!We lies Ida W20.0pMan Ne bod0m Mlmd in all areaswherearenengk360tallby2 DMdesill M between the bobber chard art any 0 her marten 4)Reopen W 5)Ph se dedm uplift Mmecbon(by Bas re�af"aW beery"pate castle of wimMarlding 2 lb uplift atpint 3,101 Ib uplift at joint 2 ,�,;``-JER N•p11, B)'SmlirgM pilcmdmks lrcluding mals"Memaer end fish,modal am used in me anaNsis and design 0f Tis Was. 14" � $ 7)The manWecnured Pyaludisdaion0d elan individual WiMir"d3rylpollBnL The suitability and use of mid carnDanant f0r erry pa15Wler :• �- F•'•e Wilding is Merespomibllily WMe building designer all TPI 1 asmfnenced by the building mde. NO 22839 �9 TA F R ,114iS/ONALI�pLL`L MiTia USA Ins.ftGet filR 8904 Park Fart BN0.AmW 893810 eK March 21,2016 VVXyaauenpnmXmsaa ERaaaae.. manandEM1aeFaaEa[e'emen.n.] —1WNmaa6a/Z IRE raii�ldmore onve-In MaekW conn—l—m5aeago Ry eco oln n]n�npaunelcu ino+n.ortelyon n6Yawl WhycvmWnenl.no ;I. ae.ane,mn.l..nlrfa aa-11d—slo.dal Famrwlel,aua P,np.Xlm�caypwal. .daaanlm Inn o.a�a MTek' n rv.�rr:' gmmcn�ealsa ninammamannnry harm nary m.,nneX OnN�neaannoueawpr and Pomanenla+a .—amp. ,da... to :.... n frew—,adlnh ora lt—andand, a mnanX�a.a.l.nnni�nju a,d y.nPedymme, aeyniaamnoa leandma me Ipl.onlssmen"n.i..'aclbnanlba tnuolfru R19(Iryl pulyC1Y16 p3HfentladeWgCaypsleyl AW este FaX BM. Selly IMumWlm awb4 M1omlrvu Pale insllW m,41 ee Slreet Sulle]I3 AkwnJa.VA 9111. vqe.Fl 3®10 - JOE � Tmen Tms Type Po' PN @inS Po9]as cm J.OnM 4 &iYf f..pwm. JWonir.FlgtY 1'6W.sw3s Ars WTMINrNY.Im Ymuvtl 1321.211 • lo:izesxLE.ws¢HRwlrwoirxp�Iw.F:w,pc2domrpMrlxo rgwrallalvMypEEalzntft 1!O 3rlb=1:HA 3 S.D 12 � f 2 1 e 2M= Pleb OIMM(X Y1- R' 10 Ectal ' LOADNG(paG SPACING- 2A0 CSI. Dii n (la) Well W PLATER GRIP TCLL 20.0 PW Grip DOL 1.25 TC 0.14 VM(LL) -0.00 T a888 240 MT20 24M190 TOOL i0 Lumber DOL 1.25 BC 0.01 VWl -0.00 4-7 X988 180 BCLL 0.0 • Rep BEa3a IrMS YFS VVS 000 Hnz(TL) 000 2 Ne on BCDL 5.0 Code FBC2p11?PI200] (Manx-M) MGM:121E Fr=20b LUMBER- BRACING TOPCHORD DH SP No.2 TOP CHORD Sbudael aacd alleethirq dirsGly applied or 3 apurlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid celllrq directly applied ie 1000 od bradi l [MIT remmmenda mat Sabilizers am rquned cons,oed, Its,i=dead hw nasion.In accoderlaaiM Slealrser RFALlI0N5. (maize) 3=55RAenrnial.2.182/638,/=1&Ma Aeni®t Max Hors3.81( 12 Mex UPMG.348(LC 12), 102(11),4 Mex G.3=55(LC 1),2.1B2(lL 1),IS3(.0 3) FORCES. (Ib)-Mat ComdlMMr.Ton.-Alllmae350(Ib)n lseaexoeplwhen atom. NOTES- M n WW:ASCE]-10:VuX=130mpb(3seand guep Vaed•101.M,TCDL4.2pn;BODL=3 Op 1,M-1011;CM ll;Exp C;End.,GCpi=0.18; MWFRS(envelope)gate eM zone and c-C Edenpr(2)dne',C-C for national and florae 8 KhAdi for reactions sho.3n;Lumber DOL=180 pleb gm DOL=1.80 2)mins tress has bean designed for a 100 pal Mtbm chord rive lad nonanwhow l a1M any War he Inside. 3)•This Wss has been designed fora Ih y bed a Opn an Ne Mdom chod in all areae v?are a spangle 360 tall by 2-00 aide rill fit betwen the Mtbm chore and RN dMn members. ♦♦♦♦{T R 1�p2j1 a 4)Refer to girdms)for Muss b they connections, 5)Pmvlde nrapanlal anrrepeon My name)of Mae to Mame plea capable 0wNoarding 481E uplift atom 3 am 98 Is uplift njuM ♦\♦,`�SE F/N aI� 0)'Senogid pitchbmeds lncludIN hens^Member end fiery Madel ass used in Me analysis and designol this Muse. `ww♦ l:y\OEN,S'F T)ThamnuacnrbdpmbmisdesigadasentWwbmlwiHiMoarymren. ThecuaaNlityanduseMM®amponntaranywrtiaar No 22839 bulMnglstMrn mNllydtMbuildirrgdeaignerpn ANSITPI1a3reMn bytMWildiWg e. =*:• ••.* AO •. CF �•�� R ,,,O��SiS�ONA,B?�♦O WIMr P Flre PE NE.?2®B Nrek OSA bc.RGd6891 Date Paha rad BN0.Lrrba R.93M0 bY: March 21,2016 Ana.-wiry Mynpxmw.Wffafi.oaiMhyshd...MrtxaaFE.,aa .m'.IOlMMa9afdKYea en onv •Waw tlallar�.116 e.epn RE�ae Onve noo,omeren mo..n.0n0 n ra 0n m0�.10e01ee�ump=0,nnonem.nor eiiuavnem.ii uw lne n s,drw muvr' theawicouPh,ce,W,amermonew^Pnry mcw�rMe Ma hn Fro Me ovemI �m�ngd0,�en. m=,,p,mcOW4'o Peetbuc"p0,,m mm�,. banerorehwdmemaee nY. ddt,0n01rem00�v0m wnn0 nnome Rek- ioOKeMn iw re em'nvmy,verecr�a°amne`o[Ng or Iry SfePo.Dobe°NSOnoI,;,,r'a 0nu ahM h russyc. 9enmolaeEmicerepaltllnp me adelylhimtllm ovabder MTm,Pnrelnrrllure.]I8N.Lee SM1 ,Selre312.AIevO,dE�VAo S14CIe•e¢.nabeid KLaWarp CanpeixH Oprpeae e...Pony, Top,iL m14 Jty T. T..Typ• GtY as .10[d B5 GMO Jw91Cpn e 1 Builenfie JepmlNle,B]t2a T44e4pXMI5 AReAIMurEa.Vt Ym WHp.'.NIG Pq1 IO:IZ&t%Ib1IMFIHRUCkOMMy%pzquwFZNPPL2 .YpM�YpvMB V141 BEVIZY)1Y. t y0 1� 50`0 yW-1:15.1 8 Gan 12 o -0 2 t e hG= 0.0.2 LOAOMG(ps0 SPACM - 2-00 CSI. DER In Opp) Yctsa W PLATE8 GRIP TCU 20.1] Plata Gnp DOL 1.25 TC 0.23 Vial D.02 4T > 210 Mf20 2141180 TCDL 7.0 LumDGr DOL 1.25 BC 0.18 VedCrL) -003 47 +999 1110 BOLL 0.0• Rep Stress Inv YES m SOD Hax(TL) 0.00 2 We NG VbyM 1810 FT•2094 SCDL 50 Cak FBC 4?PI200] (L1ebkJA) LUMBER- BRACING TOPCHORD 2x15P W.2 TOPCHORD Sinuaurel impact eM1eelhdg directly applies a5-0-0a pudkla BOTCHORD Us SP Not BOT CHORD Rigid aXllq dirsailipplied.lDO-0.Dremg. MOek ImrlGrellsetlat Stebil¢ers erltl repterM you a"IM de inWlkd tlunrq Wu elempn,0 amNencels'NI SIeblMer REACTNR2S. (INebe) 3•BeRAeNMnI®I,2=2471038,4=2&%Aeuilani ml Mu Harr 2=124(LC 12) Mex UPIR3-86(LC 12),2=182(LG 12) Max Grey 3=g8(LC 1),2=247(11LC 1),4a57(LC 3) fORCE4. IID)-Mex.Camp Mlex.Ten.-All fprrae 250110)er Ima adept wMn anpvm. NOTES- (7) 1)Wind ASCE all(emell0;Vuft=-130nph ppe)Yaae sail aa.aphe(3edine C E.W IX 2)1xpre.C'CTW neon bwsfs eM faces&M44FRS for Beach ..ah.:Lanness GC14: OOL=1.80 plate pap DOL=180 2)Thin Wee has hem deagnM for n 10g If Wtmm CwM live toed nan---t seen eery aw live kande. 3)-The buss has Dean design for a ave loada20.Opd W the bolam chad in all areaawllam a maan81e 3-6-0 WI by 2-0 wlex111 mVlllen 1&,&&Lt11t1j8j11", &DeMeM en tha boeom rind a .ry other m nsaina. 5)P .maalna m(C/pule)cfhueswD NplancepabteaWalaaMin9ee&uplMatpiM3and13210uplMatjaM �dsP�'�G E•IV•F/N,L 2. �� J •\ $• •. i' B)'Semi-Iqk p'llGlpreeka inGMinB MNs"MenRerenctfahy npsGlvneuutlin Me ereNas end daeipn of Mia Was. � : V F •• � 7)Thumanufeaurespl uaisse ge eseniW,v mlWiMllgwm ntl The suiteHlsy and eeewmiacmpaleMfar alry PGMpuur : NO 22839 Wtltipq utherestaasubday Oftlle leading design.per ANSI TPI I asref.enced by the Wilding dale. �1F •;*� sP C! WalNr P.ikn ff Xp.TIB90 MRek USA hcRGB689e 4801 PaN Fm Blvd.TMW RS9M0 Dets: Manch 21,2018 �WIPMNG.VanM>e4lWnnnm eMaEep NpIET pM.MRM.aU4eDY1Ena@aZNCE11pEYFlell rev.lpPNOlGa.p1E UGE �• erigSn vaNr Burn On1-I -M.- Zia.' ee conneclm.illX eepnktrnee onN MorreNsiMwn.one6laan lneMtival bultlinp companenl,nol Wnem. eae� me �1 ,laceaan•m�u..111vmepppXceaa;•pice.p oaGmn.rtllwlmvo.pnmiembe�anlnmmee.etlu MiTek' o-,lalnp ee.pn.am�inamrm Xm Pei'em menmp onlwna�pum weepZamatl merrlbaswH� iempapry one pamonem a%mp v oMap requreelttrroGXY mtlrO pewnl cobpamrh puvb'e pawn. ryuYbM pgalY 6arrWe. peneroleNepncenpadnp rlle 5lryaya u_iia nyaaehort.Inm PXYaIe YeIXWe,1210'N•lee Shrer�Srlre 313,/,kv Vamll�•p5eet OM eCSI MIgp Cerrgonnl TVFaM ffiI�. Jpb Trues Trvv Type Db PI) TaR]plaf p. Np1 Cv pW NV ar4rr Bi]e.FNMuIR ad ie.Fl]]]M )dp —p2ae13r —ireessisax,lbs MwN1]21:x)pn Pq1 I17�RUMDJ(IXp B1)0�LCTPTYWRCLfQWUBzrn y -1-tam 5.55 Ltav 1-ro1B 5dd 4ad facial 4 3.54 F71-2 1] 3tl 3 12 `a n 2 p 15 6 6 h 5 9M = 4161] � 5u_ 4)d LOAOWG 0' BPACMIG 2�a0 CM. OEFL. i^ (la) BBM lb PILlim GW TCLL 20.0 Pbp 0.0 DOL 115 TC 0.36 VarRLL) -0.09 8-] A989 240 wm 2441180 TCOL ).D Wmber DOL 1.25 BC 0.32 VNRTL) -OD8 67 >Ba9 180 B110.0• Re,lKessbiv NO WB 034 Hars(TL) 0.01 5 M Ne 9CDL 50 CodeFBC2IH4 I2M1) (MMpdt) Masi 42 lb li't- M LUMBER- BRACMG TOPCHORD 2W SP W..2 TOPCHORD StruCMM evM Sheathing dup3ry,applied Or Si a Pantie BOTCHORD 2x4 SP Not NOT CHORD RMid calling Mi applied or 10-0-0¢Level, WEBS 2x4 SP No.3 MRek reedlxlnMe Np Slebil¢en entl iepured wubMung be IllstallM aun^g W9s eieeb^,in aaamxnw;m sMNlimr InabllMa uitle. REACM3N9. (IDlsrze) 2=120rMOMenkal,Y-28]m+is,5=1BSIMerAenbdl 'M UpIM.Hm2=1 03(L 4) Mex Gm4=103(LC 4),2135W C 1Q,5•-OW B) Mex Gcar4=120iLC 1),2.35QLC 1B).Y19)(LC 197 FORCES. (m)-Mu.COmPIMpi.Ten.-All brcas2500D)aleu um0l wren Mum. TOPCHORD 2-11=542281,it-12=523f90t,312=♦8M2T1 BOTCHORD 2-14.34Ns01,1415.340pv01,]-15=34N501,]-1B•-3401501,618•-34W501 WEBS 38•-533282 NOTES (9) 1)WiM:ASCE]-10;Vu8=130mph(3u d gasp Ve =101mph;TCDLW.2Da).BCDL=3.0p t,,h•1B8;Ca II;Elm C;Eud.,GCpl=9.18; ~RS(enrebpe)Wthe eM can;Lumber DOL=1.50 plate gnp DOL=180 2)This true has been devgmd ror a 10 0 par bo asn Mud lire beth wail pry other any bade. 4)�athe @mif t.to Mass O neselSoons. been qel�mpeele orwimsm�i^g,o3 car uglXpiOmol9olb uplMaJwMl2 .``,,3 �OENSF.Y'T'��i: 0-M 1051b uplift a1iuM5. e)•Semiigb p'IGi0lcaka inGMiiq heale•Mamber entlfptlly^bdel wee uaetl in the areFyaiseM�ian orMis Wu. No 22839 �Halbadem an buannaMon tluia(s)Mam andori0ed wifident io supan as nd 4gl lup art 69tH,and M]ale u0 all 1-512. 891Ddor^0-M Mupp1-587tu1b tlwm1049Dpp 4-311.83d.o aMlbupg14311.antldmido nand 8]Ib up *�• 1- -12.31,MB2bdpwiend8]4-u11.]1bdem^tap Map,PM t0b 1,and all 2lb opM bdw.n eM 14 lb app YSt$31Dtlwm aM151bupp T-311.3Nsea0p,Of sua pp 4- dahe14gdwmepe bupp )-0-1o.e^tl 141b Gown land �•0� P.� Ib tPeLOAD ASE(S) mtlnp. ThappSgNo the IIms,Or a ays am onedvas had 0-(F)to aaiGlBydphen. T/` F 8)In 111e LOAD CASE(5)don,bade applied ro the iaa of thin true ere im as suds taw back(B). i •• B)This Wime^ulectusamnadudisdhe Wilding enitgner lWilding ampaus. Tha pit Me Wilding oibis curponentbr any per4aW �Ia, R` P \ ,,� LOAD LASES ��slrbtlllDy of Me Wilding Oetig^er Der ANSI TPII as rpepncedMme WiltliiM code. IA0i/0NA%�,`O,, I)DWd+Floor Live Mabrv_w]):LumM IniOeand 25 Plate 1^vswasi 25 yum ;; 22109 Unibim Loess tali Illi P.Ran R r 0,1111 Ve^.14-54,s-B=10 MRek USA Mc.0.CM8894 Di04 Pa1b Fart BR31 TMnq R 93810 OaN: March 21,2016 cominued on on.2 j�wnarvas-Vxay aarynp^�^•s'•enJIFADMona ox]ws.vpxrawmrmcawaasav4Nm.rwumrearsosa use a ^e�10•vaotl I Bare o�N m�wntae�Fw.a.ciba.mbae,9�b I>meao.N awe pbmmeeaaseav wm,a^e bluoi Imrowelhu,ump eumponem. 0-i.ne m. elb,e,ae. a mnadcbrsmwi vanN inee bsheiee,b•Ibameie^o.dp wds--il mi:ee:�e�lmo meo.emu erB^ Bmclne lntlkbleEblo parent WCFinO of lnWiduol Mrsveban0/acR tlmem[ers mM MabmliemPomry entl FemwneM bOtlnO Tek ¢ow oys rap;rebla slaGiry ontl lopevenl coWape wile rwssl pewmllnlWOM pMMy WrmAe. Forge—Oultl-CemOih 9h m c ea.ce¢.erv.eAcnon entl aanro oiima�o�a lm...vtlamv rain a^e .vtA mix U•4`pe.ev sa4 acct s.ewp c0�m..•M nmp.N�ri Bio�. SeYly lnsndel�wtlb[Ye hwnTw Pb1e InaMu1e.21e N.Lae Sneei.5vlle 31 R.AYm - Job � � Trvu Trvu Type Oh py 6.0Ys B.O1 Ja*Pwdl ieil@M M Bihn FRBo.o. .Wmni.RfIIM ]810.bPID1015 MTak bMUNn,Me Wnssal,I I...Islas • 1� TID:IS83%Ws%ieF.ZHRu0F0JOH%Wo-MTMy,RzaMlblllT�(',.SwN[&unygSmMkV(1J IO TLO 3 Suk-110.3 6W 13 'e .Ja � tl 2 , ass= LOADmG ) SPACING- 289 CSI. DEFL in (foci Ikall W PLATES GRA TOLL 20.0 Plm Grip DOL 125 TC O.a] Vea(_q 8O0 4) pm m MT20 24,119) Tcm ).0 LaP;DOL 1.25 W 0.2] Vat(T ) 8.11 4) -73g 100 SCLL 0.0 ' ReD ab.as lna VES VrH 0.00 Hprz{iL) OOD 2 Ne Na WDL 5,0 CWa FBC.J1 'I200y @latrd#I) Nki,hb 21E FT�ZO% WMER- SRACIN6 TOPCHORD 2x6 SP Not TOPCHORD StrPWlel wood sundial di BOTCHORD 2x4 Ed Not BOTCHORD Rigid nein already , id, a cd Lading, lms. g nq reWy aPplea or 1089 w brednp. MReblew w dei Sbma¢as anal recalled awe darn, rn inmlletl auanq truas aec,arl,m srmrda�wah SmClltrar Inedll9lbn uda. REAClI0N4. glidime) 3=1lan fel,3= 6 , Max Holz 2=165(LC 1 Max Jp = 12),3=18C Y35Abdwniral Mu Glev3 RC=1381),2=918(LC 1),4- a=Tg(LC 3) FORCES. (ID)-Max.Comp.Mlu.Ten.-All forces 250(Ib)or leas unapt men alvim. 11,11OFTER- m 1)Wnd:ASCE 7-10;VMI=130rph(Saemna Gush Vaal-101mph,TCDL4.2pf,SCOL-3 ODs,h=1010 Cal,II;E,CI E cl GCp=0,10; MNFRS(envNape)Bede ens zee eM GL Exlenia(2)zae;C-C for mambas eW baa 8 MWFRS for neacSDns seam;Lumber DOL=180 pd been DOL=180 2)This W' u sea been aaalsnne bre 10O pea bWom chord live has oOnwnwnent was any Wmr live loatls. 3)'This irvsehas beendesigned fora otbaaerbers, fwne Wnom PM1ord in all areae wTarearederpk 389 tall by 2-09aiaemll RI deMeen le bottom in t and any Wer mempen. a)Reran m eiraerp)for truas li build,whers)ad bush, ` aaJER rP g„'A, s)joint2 meclenirn mnnecsw(by others)ad huasmbasdnq pace capable orwaM1mWlnp 1331b ascan alldnrt9aW 167 Its uplMn .,`8 a 8)Sneai,l:rl,al pidrbreaxs iWluding hai MenlbereW Wry mural was uaW in neareNeisanEders norniabuas. ��,,v P\'SG E IV j--. ]f This manaraauraa prMuaisaeei,nee asap iWHMual basbD CpnCMem. The suidbny,and use Olnkadnponnnimram Cardxller :� V\ FF'== '1 Wilding ianerespirsiWily oathe building designer per ANSI TPI I as refelencea byline Wilding wee, NO 22839 , :A TA iO P ',.,,,SfONA,ECpO Waam P.Fbm GE MD.11BM Mrtd OS4.Inc.RCM5031 MDI PaM EW BAH.Tampa RS%10 Dm March 21,2016 Awawaa-x=Ya�VrFwwmM1'=anaNFAO eorasoa Rusaep duwze ursx draw,a andary T,I 1001aaa9r3alaasE nap and—sa rlus to lermmnnecmamv rrr th, mNri mn an0blaan lnaimummleloaan Into i,enl.nm ungrrem. nae nM.me WmmD a=epn=,mwr.a1 en nm osor„ma.e . nae.apnn D wren. e,oe�ne ream aero wevem e�eu eoi tee.°a°eoi mai.Ke�aia•<nw n,emnea,.wo�v i�aa�m�wllamp�rom�on:ele�n,a �a1.,w„e,�.earaaoanlyma o�an �m�aP�ml.pn.,e,epa=nnnnnia,anaµpmywrrwpe. amDea,mlD.�r�e�DmerNm. MiTek' Sl lebmeM eavailoe[bhom Tma Pble l 8¢218N Ltt SheelSSui a 312�Ala mdrrp�V1I.9]�i aa=�u C34aY sN Kfl aeirpCmpew,l 6601 PoM1=EeTBYN' ' T=rrq,FL 510 JOb s Twa TweTYYe OrY Rat mesas xrol CMen,a xa om. z '@103W b Ba�e euYpse Flrfr6pm, JeYpnWe,Fl3tzM ]NpsEap3BMI5MrTM IMWw.,ac Mm Mv21tlM.Om16>peI + IO:QIXIXILaY'eE➢VRu0k0.pty%pxppB190[BYNWiCTYLCIPo]MalY1CLgIpW@Yll Lp CASE(S) SHn M CmmRVelep L s(Ib) Vele 11=152(F=TS,B-M)I W3(F=22,b-22)13 3(F -21,8=21)10=28(F=1<,B-14)15-5(F=2,B=-2)1�25(F=12.8=12) AWIleI81.MtlICLW MO VIeEW m 100N010B60REWE Cn4anw Muu mM.MTebmnneam.TI.MSanp.M.11u Gm.Belee w,Xq[ueSrq Geypnq mrsrvMNIM1 crycePo.—.Nme . Wi. cplnor on � gpulora 1M_ . uUWgn & QiAe N pt WckanenIdIdIll411w,b a / ,chcenn,Addt-1lev OM M-111h ,119 MI'Tek' earas,nave.ok,namry mato pevemcaaps.nu possmle pel.omllnrvn ase Papnsly tlama9.. a=n.,alemeance reaaelro m. ss MMneu:aabee'wininss val.�inirawe.Ixie Nlleeiireel�s.lie nX.INTvn COiAa°s e.er�aecslewary ce�spen.e aewvwe ae *e me FL MICM1' .kE Tmu TnYSTpe Nli "d;M] epms roI 9xelE 1 1 9Wve FYY°pez, JtlunMe.Fl]IIY TMneagApI6 YRM YgW1e.Irt Yn 11wN 1]^11MID18 Ppe1 IG:I7ZHRIMD.KMyNpqIMN60CkW_k1E1K1141R0eRWiIDNPpRDURaxYI1H . ayg 16ttL 20.10 11t, 048 arse I+a Sola•137.0 Ya= m II m II 7 e B 500 12 m II m II m ° 10 m 2 11 2 4 9 13 14 16 la MB II 24 3a 22 21 p 19 19 17 1a ses m= m= w1 MH II mil w1 °'®= mit ;as 11 w1 2e, 11 -- OCYF R036 I ROS13 1 f OSBE f111 11 1 RO'0300301 - LOApNG(pan SPACING- 24)O Mi. DEFL. In RI lslell LM Pum GRP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.14 VM(LL) 0.00 15 Nr 120 MRO 24M190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Ven(fL) 0.00 15 my 120 BC" 0.0 ' Rep Same Ina YES Vag 0.00 Hoa(1L) 0.00 14 Na da BCDL 50 Lode FSC2014 PI2007 (MetiM) Nblght95b FT-20% LUMBER. BRACING TOPCHORD a4SPNo.2 TOPCHORD Sbuctlael woofaMMin9 dractly eppM0a 10-0Oa WrBrY. BOT CHORD 2114 SP W2 BOTCHORD Rigid wind Eiectly appland Ia SI armed. OTHERS 2x•]SP No.9 "Tek reamnMaa Met Stebilixasaa lequiew ties brMaM a inatalbd dud1M tras eredbn,in aoaNence with Stedldx REACTIONS. Nl beaaW 18-11-0. (IN- Mar Hoa 2--B00.0 15) My UpIM NI uplM 100 b a Mes alldd(a)2,14,21,22,29,19.18,17°xcept24•-142(LC 12).1�147(LC 13) M.G. Nlraclbna 2501ba Nesnloid(a)2,14.20,21,22,23.24,19,18,17,16 FORCES. (p)-Mex.Comq.AXax.Ten.-Alltaces25Dllb)alaea inapt wren 4uen. NOTES- (10) 1)Unalanadandliveladsnevebeepanmde fa isO Qn. 2)Nina:ASCE 7-10;Vum13011pti(3aepo d gust)Va -101mph;TCDD 2p f,,BCDL=3.0pet,h-1 M,Cat II;Exp C,End..GCpi=0.18; MI(amd e)gable end inn°aril C-CEMmmZ)zau;C-C W members and faces S MVIFRS he reactions shown;LlMter DOL,-1.60 plate gnp DOL=1.60 3)Thescempned lamed � alfb Wrmr ssSlPlmI m nea). es.na leaar �WMrpaa�sanW ,MgnNPli \1G ,q•p!",4) mlamtwng; , EN 5)Gable sees spaced at 1+ a. : :'�,\ (•. 6)This Wu us sen de0igned Mr a 10.0 of atom mad 9w,lad non x n ween with any alar rre Ism. T)'Tina tees las bean designed for a live bee d 20.0psf on Me Imssen cram!in all areas whose a maiegle 315-0 Mi'by 2-0-0 ends,ant No 22839 N bewas n Me Ixt an mad and any ogler"nae •�# 8)Provide Mn,.[nzcarnmbon(by oMeM)d Wes.beema 0-te-II of eitatarahn,1 W Ib udR stpint(s)2,14,21,22,23,19, *�• 18,17 accept P=1b)24=142,16=147, 9)'Semi-rigid Mlmbrmks In hiding acre Mm ar and Sxily rhinal wes used!in Me analysis and design of gas Wu. 10)This manafadured ped is desigad m an indw M WilaiM amp mnt. Ta wmaility end use dtnis comlwam raarn '9 TA F particudr building is Me rseaaiEility d Mpere building designer ANSI TPI 1 as refemncetl by the Wildln9 cede. i •. R�..P�NOp % MMdr P.FaM 9 il-CM66 MRek VSA IM.RCMBbsI 8900 PaM Fan BN6Llrps R 93810 Dna: March 21,2016 ANIaYYa-WayewPr pwXxlwaem.M7E00/rlrfihe. fta]'®YIFXaH£Ma MWlnm."fO KfORE1RE. Ipn McIwmcnry MM M1eNc deemsI'- easeonry - mpacasawn.aM a ra annelr.]wl euiMlrq cvmprnenl.trot o Wnryeem.Bd ae.IM Eulklrq empr,er mnl•rcMYil,eapplcadny WaeiBa�aarmznantl papal/4caNalame Mrgn Mlo Mewe,aA e,.uug as . aeowmlmo a e. . malYndhisvodto wm mMYe-11 ame 11-1 n11 omnntsery ane{a„c,wnl eracaq MTek' r>ea�aml a�ao.=a meo�el�e In. MM1kolkn.slwa9a.aelvwy.ueclonamNlrvca aM lruuryslem.za µy(Iall Oiaey OOeae.aH9aMaGV WIaYp CenVurnl a9N PaMEeX P1W. ]yaryybmiiel wdlNaumlrva 1bl.s,m.eIMXub.219 N.Ire Street.Suite 31 R,Ptraonem.VP RlII. Terza.iL%In Juan Tio Trvo TYDa p" @G "Ma" o a 9ae..rYtlawu. Jtivn4.Rszw )aw.saaaa—rsrxiwmeass,rAn rrxt ta^/1 w3p19 P.x.t lD263XLbeg FLRiWD.pk/npzgnuBnMD.I�NgYdVaN 71yOD&3,111G -110 xi1Dlailicif W. tN1O 2D30 t}O xi1D ♦Lt4 4114 66td t!d SUY.1 o , se 4 5as 13 2M� 3p i a 5 3 a � , r I Pole oma. Ea Dap LOADING IsO SPACING 24 CSI. OER. n Ibc) VdeB L/d PLATES GRIP TCLL 300 Plan Gno DOL 125 TC 0.28 VeR(LU -0.10 8-11 >99B 240 W20 244/1110 TCDL ].0 Lumbar DOL 1.25 BC 054 Ved(TU -0.18 8-11 .BBB 180 - BCLL 0.0• Rep Stroll 1. YES INS 0.18 Hors(IL) 0.09 8 we we BCDL 50 Gvb FBC2014?TdlM] vieshil WbI11M;831E FL=2%6 LUMBER- ouC TOPCHORD 2M SP No.2 TOP CHORD Structural wootlassessing aemy applied or583oc putlms. BOTCHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applial or 7-95 co bra-ng- WEBS 2s4 SP No.3 MI]eklxdnreM=SYaN Mhadred,uiedcomm Decmg De imialled dump bYSs eretWn,in eWYdamn a iN Stedli er hadishossa REACTIONS. (Raabe) 2=680TF B.ossa 341 Max Hom 2a56(LC 13) Max UpliR2=177(LC 12),8=1 n(LC 13) FORCES. OD)-Max.Cwrp.AAu Ten.-All fats 250(10)a Nola axcepiwhs ehovm. TOPCHORD 2-3=11%/I22,9J�08929,0.5=80fl/523,59=-11%?12 BOTCHORD 2�5691983,B4P572/B83 WEBS 4 S 168955.54P328913,38=328913 NOTES. (T) 1)Wn d:AlcedreotlNV bade nlh D9anG d,d 1) br =101.pn. 2)aNnd ASCE]-t0;Vu8=130mph(3�ae Jnd port)Vnd=101ma1;TCDL4.2sf,BCDL=3.Osf,h=16R;Cal II;Em C;Elkf.,GCgW.18; phisgnp DOL-1 B(emaape7 and GC EabMr(2)ms;C-C fw mamDee eM Iwres 8 MWFRS Mr rsc5ons albml;LumLer OOL=1.80 pleb DOL=180 \\\\\UIIIU44� 4)-Thi truss has DaenThis Mass has been ndesigned foned for r lOive lotd off 20 Ds Dobosom chord ll Med dal Word in all areas�load ncrcdnaa�rwt won any aWhen lne Was adangle 380 call by 2d0 wale will `�J,PyZER P, P; 5)Pmviidennen„hanniU mnonecaonand Mjbynome)aconsor tlwe to Leong alae carni a.wnsbndin111 M m uplift d pan vehimp(r-b)r-m, `sJ `t�w�pE/Jg�:� �ia: No 22839 6)"semi-npbpibhermkaircism igala•MamEMedual ymadelwasaxdin Me BlbNals and tle&enaMb Ww. *.' •'�* ])Thbll.1hebred protlud ietlsigsld ea aniignespal Wiai�pmrlamem. The le flaeteeM useable cdryanartbram slibder Dulpilp able responsidlnya Me builtlilp tlesipsrper ANSI TPII as raeremwd DY Me Wilding cede. p Warder P Rs ME ND.22838 LBTek WA Inc.R_Cold E634 call Parke E.Blvd.Tampa fL 33610 Dale March 21,2018 Q..so.way nw n.,,,,,....,aes""a—cer"a 4Nobnwlm.dvc Ea Ea4GEaaw onarsdaedardusE Deaignvay brweauN wlq FNayA®co 0nermml eenN ane arprcadXhPo Len,,1 a snOwrcantle a alWMmgcw1Poronlnoi �' 6elom u Ipebul f I paameim antl poperN Tc Nnlo lneavaail IS,ng tleslgn�5mcinagendlcaletl k to pevenl CuctllnB OI IntlM4u011russweGan4/w MON memCen onFa genera cuu lona Dry antl Pemmnenl bocln0 f.._t,ewe .,,—..and ..andMcabP0 raln�lSw Pewnannivy GO a Vapenvaomoge. IDSR-6ieaaGeceegad Cn MiTeK SaMly iMwmelbn ovaolloGe nanirw 111.lrM.lleseNGSle cl-t.iune�i]ak.4ananeariv Gn1ry OXMe.osa.ev maaC51aW6gcanPe.a Tines Fe sung W. Job True Tws Type Oly I'ly B BMB his aaR4aNdeeceR 3 itl4fRMBgq, ,FlL3N )61pa9p301M5 is YgipNee,Isc Mon—i nal the Pgel .1i0 6J1 eba F IO:i283XtLe%ieEZ1TR�Fkp,Klly%pxµEmI9MEY15ERNMRMpguvSFaLSHUapp�j✓lvNkY11 ti0 ss1 u.1 u-T 511 gale=1A6 4x6 11 4 SW 12 bi 9 5 2 e 9 u ue +6 n T m 19 ala Aa= am Ba— utlip :0.30 a2 t1 9: Losaings"0 SPAT zoo ca ceFt n (1a:) Veen W P m GRR TCLL 20.0 Plep SHIP DOL 1.25 TC 0.82 VargLL) -0.18 68 >999 240 AIT20 244HW TCDL ].0 LMeper DOL 1.25 BC 0.50 Verl(TL) -0.30 88 >751 180 Bi 00Rap Sbsnslnb NO VsH 083 Hax(TL) 0.0) 9 We Na BCDL 5.0 Dow FSC2014RPI2007 (Matr'v8.0 `Neghl302p FT=2098 LUBBER- GUGNG- TOPCHORD 2x4 SP Not TOPCHORD Sbudual Maod slwtlling drecey egghead a 663 di,plena. BOT CHORD WSPPAW BOTCHORD Rigid cash,dwd .,,a car 10-M a:bump. WEBS 2x4 SP No 3 REACTIONS. 99'sae) 8 0219-%,YJ298I0.38 Mev H.2=65(LC 8) MM UPIM6=1741(LC 9),2=1530(LC 8) FORCER. (Ib)-MM.DCmp.MM.Ten.-Allfams250(Ib)ar k.s M®pl Moen ehaim. TOPCHORO 2a=-10]Z&38e1,34=883913048,0.5=885&3051,SA=120619850 BOT CHORD 2-9=36739853,914=36739853,14.15=-36739858,115=3673IB853, 9111=351&t1838,1917=3512I1te36, 7-9=35RH IBM.7-16=3512H IBM, 1919=3512/11838,6-1911-351011838 WEBS "-2247x512,68=4161/913,5-7=59513118,38=193511010,19-74SM411 NOTES (10) 1)To, truss dbeaxlned9dtove, 4-110a(0.13150-)wle stela..: Topdu,s wnnecned es blbwe 2v4-1 row d 0.90 oe Boehmoho,.desloed , b4-1rwat3mwssuapgeredM0.59 ob 79/11111/ 2) llose All IonE aecohnsiOMred equally applied Wall sides,except Mndedakordflorberk(B)hoein Me LOADCASE(S)sedbn.Pytopty y'(ER P- obnnWons have been p9vped m diathesw ploy loads issued ea(F)or(B),unless oOMvnse a dxered. \' 3)Unnalanced raolrwe loads have been c,nspereda 1Mis design. `% ;,, E N y� 4)Wend ASCE 7-10,VuMil Mingb(&sewnd gust)Vasd=101mph;TCDLG2Pef,BCDL=30Wt h=18M Cat.It Exp C;End.,GCa-i N MWTRS(envebpe);Lumber DOL=180 Plate 11 DOL=1.60 O 22698 ` i 5)This buss Has been dea0m gned Ia a 10 pat Wdochap lye bad nmmamenery nrteweother five loads. � *�• •: 6)-The buss has been desigered for a live bed of 200Pd an the bdbm Pnod!In all areas where a reeai 3-60 tall by 2o0 wpb will w # M lreMeen the Moban Mad and any clear member. =-Q: T)PW,aw mecnad®I connewon(by amass)of Muse W beam,plebe repeae mwiMsmnding 10016 ups V Winds)eaepi(r41,)6=1741, i 9 = TA F 2=1539 8)"S.shi id pinmbreaea inducing keeIVNI.Mier and fiuy mWel was awes Me aeutyais Wdesign filen buss. 9)Han9er(s)or ci pilMG4M device(.)shall 6 minded sufiden b suit m 1piva]beeps)246016 davit and 134616 up st ca9ownla�az92�ebnupat 15412 endl29Bp2�nbanndd394IIEupd 131 M 1.4121on 1poibmndslaaN. The and desigamlecciewof and 1299 �iS ......... A�EaG�, .1h Won denm(s)b Me responsloluy d dens. 10)This niamisduree pmmad is designed assn iepNiduel bulpieq com0onen. Tllesui MIMemuxaMucanpoertnrorem WalNr p.Rm pE lb2aB9B particular building is Me responsibility of the building designer per ANSI TPI I as rdarenred M Me builebecode NghkUrAl,WR-W834 LOAD CASE(S) Stands, BBS Para Fad BNO TaMs1899610 DeN: March 21,2016 Continued on was,z A—.waP4..nwwmans.esosause g^vapswuse Dory min Mnek@conneclpyln tlea9naatlfetl oah.an�nmelers flown.ontl is ld on intl'Mtlual buibinB cdnryre^I.nos .enry slc um W ImwMmmgume seho, s fybem.e we o:e.ane eueog segos.marl spy eases pammee«a me n. ro ones u Isceod ring^Bm[v^g n,andlnbpetCoaidaemtlrnanaomMs:veotlnandcho,memancips.atllnlonollq pptl�tlntlperrgnenlbtldng MiTek' 9diny rtVmrea so-nbaeN o^amae.am ebibae win poeuePenonai^wit b^a omPwM abmog.. ee^�ga o^= , a, igme mbcomnaewge.mwee k,m In aneaacm®m 18N aMhua SO,312,A Aasl(IMe OwRyfiaeb,0.14B9e,.CSleWdnp<anp[nM Tersea Lasa SIMyFMmtMm woibMe homlw Ppse InsuNee.PBN.Ise SReel.SUMe31].eEnantlm.vP]]311. JaE T. Tw.Trye py Po9]05 TW WMOXCIRLER IeRN(ie 3 BYY.FY6 we. JgasNps.ge>]M to iOt1p]%eW D4Eyl5.pc N.n F S L*Q Vq2 � ID:PBFILeXieEDpiudpJdy%pzp�FmjY,NEy15ERWXgn�uM3FaINlUeppBPaYMMY1IF LORD CR RE Bbv 1)Deetl�Rool LNe(OpW1prcxE);LunWa Imerp•1.35,Pkb Inupaee=1.35 UnBam 1 Vat Vo (plp Se,6856,3�=10 Calan lu 200) VM VM tr2I8IXB)t5=1298(8)18=1298(B)1h13BB(B)t8=1289(B)1�12BB(B) A wtaNf-V✓MawWlPwwew�.mCREIp Thr d ONIM6AID MG.I.V®YrfR P6Fh— V.1*f. anTam.roYVMrSB-m USE oea9a.abr�.en a%,.nv rmmmonnwrrors.m,a 1acoreao vnwn w�mere�.no.n.onoarwonmavawlwbin9 com�nem,�r evlalsYaeSpn. bonne i,MCWetlau0 aaer�w�Hv ofMo uol N fiend^awamerersonapopwvmwpomremea.oe^^ro rnearemr w o^9 alllwNavalm,,....eo ons/orcbtl m.mo,i,onv. WXbmlremwlan ansa ma—n,b 1, v olwas-.ipuYeJ IwtlaGIN ono ro 1.cob(<e mrn wmCg Fmonal mNry on0�oxM aomaae. Fw9eraal0a�nce,goNl^9 rru Mdkolbn.slwpe,aefrery,ereclun onJ M1otlry or lrvm aM Masprem,� /fSll Oudly Opwlo.MHtaMpLSl puMnp Cenpmni ppJl PnyP ygq. SeAlylwmndm owbEb tom Irvn MIe IMXure,11BN.1x$Ireel.$uPe31 R.Akmnam.vA Tlfld. TnµFL Stl10 Job Tnua Tlw Trya M PN M)baY1 emy5 1pr (mnm BPWF¢IpNk 1 1 aeJeaFl w JaJoe111r,FliIIN )dlp¢EapAIDlaiy tl Q w,YI M 311]31S1ID WYI ID: a `^"'XRUOkOJDyXpzpIYNNGOEeoPMIMAel.IP9EFova&RN3nFLNaYtY3171E -tJ0 -300 ]00 140 2-100 2-100 140 6da=1:17.0 J ys alas awRT 5 s 2 4 �- e ww aei,- LOADING SPACING- 2-00 CSI. pEFL. in (lain Weft Ud PLATES GRIP TCLL 20.0 Pkte Grip DOL 1.25 TO 015 Vxt(LQ 001 8 -990 240 MT20 244/190 TCDL ].0 Lumber DOL 3,23 BC 0.13 VmgTU .0.01 8 -999 IN Ell 00 • Rap Sbees lm YES WB 0.02 H.(TL) -0.00 B Na We BCM 50 Code FEC201MIPID0] (Mehk4l) WegM 25 lb FT=20% LUMBER- BRACMG TOPCHORD 2x4SPN0.2 TOPCHORD Sbumml aood sfleebing dmay 8Pp9e0 a SJVO m Pudide. BOT CHORD 2x4 SP No.2 BOTCHORO Rigb being diril ly applied w,040 m bmdng. WEBS 2x4SPNo3 MRek rxnmm�MS=Mad., and mguiled omes Mal be MstlAtl OumG tress Mad.,in KmWllm vaiM Idealizer InakllMbn uide. REACTIONS. (Maas) 2=256438,8=25643-8 Mu Hors 2= 0(LC 1]) all UpIM2=19((LC 8).8=1901 B) FORCES. Ub)-Max.Cwnp.IMax.Tan.-All lama 250 Pb)alesa exdepl wren abovm. TOP CHORD 34=1121183,43=11&283 BOT CHORD 28--2]&143,88=2]&143 NOTE - (9) 3)Unbdlun.d mof lira bads Gave bum mmltlemd for Me design. 2)W4nd ASCE 7-10:Vp1.33anph(3-seoor d gust)VMad=101mp1[TCDL4.2psf,BCDL=3.0mE Well,Cat II:EVC;End,GCp=0.18: MWFRSand firgepada Rwoeed,LC Edenar(2)wan: 3,=I, xkBxbIgMemmed;pom0 kl1eM rpMmrmmd;C-C Ipr dean herseM lama8 lmdsi forreations Oea smlbx DOL=180 pek pnD DOL=180 3)Tmssd ndDedbr windlmdsir Mconsui uali bueaonty. Pesach uposatl,oxilM1.Oland)rotlle txe).sea 5blldeld lrMUMry , \P \\LRkPn e� Gable End Oelellaeseppicebk,or mnanngmli0ed buldllB designers.mr AN51?PI 1. \\ eI 3)The Rudy s bean art 1 m bre 111.0 pal botl0m NOM I'ne Imd mnwnwrteMailb anY dber kre IoeOs_ Is �' ....... �� •e�I 8)'Tbistness bas bean deaipnedrora lire land of 20.Omfmtlx Whine Ned inall aressatrema reder le 38-Omll by 280aidevin .` V.�\OENgF.eti lin DMween Me atom Nand lura any olbx greengage. ])Provide macbenim)mnnecnon(bYdmrs)amree to bmnrq pek mpabb of wibsbn0inp 100 bupM dpkt(a)exmp(B=ID)2=390, No 22839 8=190. ' * •: M Sem4ripbptc an includil hl IIVMembxeMOMynp le usedlndwam"sendde ndMiabues. 9)T i*s nuMdur ptl udiadesignedasaniWWv lWildilgmn ft Thesu lMyanduw MMiaml Moral Mnwlar building atria maigicir ldy Oldie building designer WANSI TPI1 as refelenmtl In,Me building mde. p ` TA• P • O . WeINr P.Ran PEND.228� MTek USA kc 0.CM8894 mb:bits: Fed BNS TNnpk R9%10 March 21,2018 Q a4xam-Ya Fr 4.sf w.lxr...w wig rroTae ox rMs 4w xcumm urns nxFnuee Pam awT4n,...I.n.eaoaa lulus be: se rm�:e nweMo¢onnecrm..maaeee�Mwonve npowmel.nx oranr m,I�e�.�Wm eniamewwnl.no WWdem Berwe u�e,Ire Wltllne tlnipnermmlvMN o IWNoonlen Nlamere ontl poFerN lncarynle rryn rv—.bPeov t M) k• WlMlrq Jergn.&aclnOlMCN t'¢ra pevenl WckF0a11M'rvlOuolMn webaM/arcM'tl memCers onry� Odllonal lemppory lura Pammnenidalnp eubilbdcl.nidems9Ne easierywntboamMlMe opranmrwnlma'eveem ewcmoalnpeo.r wlmlrn«ep..aotirbaknpuxmryornmemlntryIfrylu.Peokn:apndWnoMmYoaowmor9Ce.e.laBemream.elFgmulmaenecselwaVpvemlry e.lM1Ilep o¢nI saw a.s.Fa+evl IA.a. Tnp.FL]Y10 Job. Tines Tres Type Ob PN 6]BYS Tfa A3iU309 GBE 1 1 Bien FJMSwS, .ItlgMy,Fl933M )AlpxapX3%5 T.aINYW,k lbnlb311.1=20 Pq1 • IDiZ&9%Lb%NELIRuti9JOfYY4- BeryRmfC21 D5xpgTLCCO1NSYmpZIpBiOZY)1D -110 SYa pbN 13Le t]-t 110 SH. as xala sqa 110 SM -INNS m= III m II e R m II m II &WJ m I I m l l i m l l mII I pp m a m Ili m II II as e a xit0 m= mII mII BB= mII mII mII dam=mII m 1 mII mII m= ti n 1a 15 1i 13 12 n m= Plab ORaele Yti R0.%FAoel R' Eaml (5'03-00.061 M' 2EaSal LORONG(Pa) SPACMt9- 266C81. DEFL. n (Ica) Wll LM P1ATES GRIP TCLL 20.0 Plate GN,DOL 1.25 TC om VpRLL) 0031062 �BaB 240 mm 244190 TCDL ).0 LumWr DOL. 125 BC 021 Vat(IL) -0021012 X090 180 BCl1 D.0 • Rep SBmeslda YES WB 0.10 Horic-L) 0.00 8 Ne an, BCDL 5.0 Coag FBC2014?PIM7 (MBOer#p NbgM:107Ib FT-21Y% LUMBER- BRACINS- TOPCHORD 2x6SPs1n.2 TOP CHORD SbuCtia l aaatl streaMing eireceyapplied or wpins . BOTCHORD 2x4 SP No.2•Excepr BOT CHORD Ripb milinp airec8y epµm pr160.g xbraGrq, Elrnpt 611:m SP No.3 800 ocbrannp:10.11. WEBS 94 SP No3 MRek rewmmarbS that Sbdlaenarltl rapurea Mid, n, OTHERS 2x4SPNo3 Mitt WauAq hues srMlon.InawNmlu wel Sledlaer lnmlw. —de RFACTNlNS. All HJ2=1120812) Bl=brgm78=0.30. (lb)- Max Hort 2Nl upi C 12) Mu UpIM All uµ4 tCd bM lace atjdM(s)1],10,t2 auepl2=104(LC 8),18=-285(LC 12),11=121(LC 9), 8=1 W(LC B) Mu Grev NJ MOMS 2501b M bas etloings)2,13.14,15,17,18,12,8,2 manµ16=9T5(LC t),11=288(LC i) FORCES. (Ib)-Mu DwnPaiaY.Ten.-AlllMces 250(Ib)arless mr®plwhan 911%vn BOTCHORD 10.11=2=347 WEBS 4-16=252CS2 NOTES- (9) 1)UnWlenmtl mof INe betle nave Been wnflaerM brmis aesgn. T"t1111111", 2)MVKRSIrIEvdicpe)pedee ssn .w� ML=lZ)10pe g PDO n'BOeap0aea3PMGr agM expoesa;OC lar Smembpa erq.iB: ,x% V_ .CE SFjN�a',. Ica®e 8 MVnW lar nd i i s n to Lur d DOL=t 80 Ina 3)Trues aeagnea krvinO loMain ordMdeµdaI ftdEndin. Frnuasexy SANSI(ina(nwrnal to the face),Mee SlarnaM lnauWy ` �• V F CedeEnd" spailaeat 1µ m,,MwnwBqunBetl Duilairp Msprror ea per ANSI/iPl 1.4)Gelaii NO 22030 5)Tna truss hasbeen neignee form 111.0 pef dibm Groh n the bear nwwnwrrent aha s Si hoer live bears. 8)•Tniabues has bean eeslgnea br a llve bW 020 Opsl on tM1e b%bm snore in all Breen wlnrea rlxearyk 3E-0tM1 m 2-0O wham wil IS MbaMeennennnmcn0re arcay carer metals to �9: 7)Pravin mrlreniml w11-124,8=197,2=1N 1-124nlbyName)97,2=1 fvuseb Eesarg platemmbk otwitlnleMinp 100buplM npirrgq 17,18,12 except %7'1 TA F (PIb12-tw,t ithil 1 Y-12a,8=1 W,2=101. B)•SmmFryTbpikM1b Mdudlis% g s'Member end lWmoeslwasuesein that ereNde ma eeslpnµMiS auu. 9) Rik tlk ing®tll�e resW amid,Oft a tatilenq Gee,nibr Per Ns11rTPI l e.nirelmee�wi Maid mode nbwmwnentmrem peniwlar •��a dtS4...... . ��,,• Walby P The PE aoT1839 MTek USA IN,R.Can 64534 884 Puke Een BNS TMq R 93810 Ona: March 21,2016 Qw4aNaa.v..wa riaan.,.,,,....ae MaioxOresoxvara 4x0rMwm rTae aereaexerine Lxawa,...'.is eaa0aauaa. _tea pe.le� la. �.e a�rvvin eLa<o�aLcroa.maaMl911xe p0>ea0. w„aareleama.�am rwa�ael�a�mw - al _■� .eerw erlK bullane arrbae Nr aPOa=airymee,la0w ore wopwNh Iny aen¢�mPoina itY auMignanign nowitnl Wck4garlMithe ruv webaMlw ro�1mem�rs enemiy rempwaryonapemw rera aowon�ag0llea rwe06lm Ora rOPla.eOrwwPre.arn poerole pawnannryry 0�a woperlyaalwee Fa aellaml aulmaoa,eea,mnP me,e� <la9 Mith-C Sealy' n.rlwpe soue.erecemonaba<Ip orh8H Laalnvs Lrsartn.se 4xsUrnl quilt'OlrMo.osa.etune LCV wlanecempmml aeJlr FLS dthe Saab lnbmrpn a+olbde hcminu PbBlrnYnura.2la N.rem Sneer,5uee]I].nkwnMa.vn 2Lfl.. Txrye�FL 98910 bb Thd Tnm Ty9e Dy Py TRINw MY6 TM RaI B{�9•I 1 BMa•fYlwm, kForNM.FlBAM 1A10•BpAA16MTIrMIYW,AL IMW111a]n4A18 Pps1 10:Q69tWUINFZ11tIA.OJ(k'%piRBeprRmFWlRm10BGx.0ATtWE1mR1 02108sOZYRD -till Sad 9610 1208 I 1)-td 1Bb0 � 110 13d 089 3310 • 2 1Jd $ub=1149 0 2•a II SOn 1R 5 h0\\ 3 e ) la 2 m= m= A W— 9 LOADING(w9 SPACING- 2-00 CSI. DEFL m 9m) Ikea w PLATES GRIP TCLL 20.0 Plans,Grip DOL 1.25 TC 012 VaULL) 4,03 9-10 t,999 200 Arm 2 190 TCM I. Lsmxsr DOL 1.25 BC 015 vi -005 410 -no 180 BOLL 0.0' Rep Strwalm YES YVB 0.15 Hors(TL) 0.91 9 Ne Na BCDL S. Coas FBC201a TP120W (Meb9r81) VNon,TB It, FT•20% wSB SPACING. Told CHORD 2xa SP ll TOP CHORD Sm.dical weM sheathing tlireaN appletl a B mpurllni BOTCHORD 2sa SP NO.2'Ex W BOTCHORD Rigid caing OiretlN eppl'an!a S-M x Mary. S92x1 SP NO 3 MITak rammra d Nat SteNl¢en eM reauinal chow bill WEBS 2x0 SP No.3 M instalktl tluriry truss erecfi0n,in armrEanii with SN09¢a InsNlleem uitle. REACTIONS. (IMiw) 24513x038,9=508/A30,8=23& Mw H.2=n(LC 12) Mex UgM2=-130(LC 12),e=13)(LC 8),9=150(LC 9) Max Grey 2458(LC 1),9=549(LC 1),8=250(LC 20) FORCES. (Ib)-Mex CmeReu.Ton,-Allforma250(Ib)alwe wceMlalerr ahgen. TOPCHORD 2-9 M373.311(813)1 BOTCHORD 2-10•-28N4113,15,,9=239319 WEBS 3-10=25=55,a-10-257M2,0-Il-33111159 NOTES. ()1 1)Unmlan ed mof INe loads have been mnetlereal for Nis assign. 2)YMM'.ASCE 7-10;Vue=130mph(38 d Oust)Vam=1 01 mph;TCDL4.2pA,BCDL=3 0pe,W 8R Cal II;Exp CI Enol GCMO0.18; readidnat shat MVJFRS(envelope)mne GC L,-1.0 DOL=I,er rqM expwM;parch ryM wpmeb;C-C for members wtl lams S MWFRS M rip 91 TnguM1ss nes ten ossi9ntlea fore�loaae�m�nl Ne b�anmm awra in ail areas wM�.Ireremgle3 0111 M2-"initew9l �.•aTPV'(ER LP fit beMeen the boMm Moral and any Other members. `ice 3�; p E 5)Provitle m Wniml mrmz on(b)oMem)of buss b bearing Mate capable MvnNataMing 100lb uplN atjoMRs)except Ut=lb)2=131, 0=137.8=150. ` No 22838 e)"Sam-Wal MnAlmallslnclualiry leets"M�nnereM fixity moalelww usatl In the awNNs anal Oeagnol Nis Ww. *�• ••.*= ))T ismanuNCWrealpr iealeagnmwaniMNialwlbuiMirycanponeM. ThemiWNidManaluwofth'NmmmwntloraMpaO Wr MINIry b Ne rewanab9ily aTtle WM'rry tlwprler cer ANSI TPI 1 w raferencatl by the bulttllrT{awe. ' 90 •• TA F fes: P .� S 1 NA,E?O` � Walter P.Ran HE SD 21899 lARk USA Int,R.Cert all 8901 PRW FW BN1Twrw ft 33310 Data: pp March 21,2016 a9 wARNRa P•Irr/Mnn pe•FMo•M RFAp Mplw OI11w8 Yre YF1UCFa aartx xeiERFNCE PaaE YLlna ne.l a'wM Rf eEFOme ddE o^ugn voW ro,uxe onr/ .1W eonnecrds.lnacleslpnbrx¢ea onryu metas a'mm.amMhry onlMNeuol Wltllne=omponenr.nor m.OeBore uu.me Wlkxng eevym mutl vmrylnea001eodlMy of hLLlnrwome aso ^µfryWaolOIl,mixtleegnelo Peovemo oa,W,v, a mtngan,oldtFre,rent—Ib ltn h lo,toer ,Olardna,tlmem5e I rls m� idalcenaneaem,onem„a�ng MiTek' rsreatoid raxroeury one to purenr anibwe wan aoomb persoaoNnNnonawllml Oomoge. ceainalmnceuaormngme ioa.eanon.xrvope.mrotft erlanaat enema or18N Linehae�vxremx.2ee Al*o VAway ea.aF.aael maaeslew,a e•„aan.�n ewP ae e.naa r SeMrylMnmWm ovaibde FgnlraSf Pbre lnxFlure.110 N.Lee Sheet SUMe 311.Akxanbla.VA]3]II. Ama•FL]95ra JOE Trvu Trlw Type qy pry iRmlro &9N5 TN Camw Wr4 1 Bilaf FeeRwlm. LbeMb,FIRM ]LelpaspAID15MRMLWassai Yn1Y]t1]]19YYte Peel .14a F ua lP. UH ✓ ry% pLGGALWSB_b dyd,7RrsY1C 140 sza ism y>)- 12 Yale-13&o 4 Wi 5 add 12 �G 2 Ll 0 11 12 7 13 Wi- Will Wi- e Will PIMOBaaaaYL 004004-01 LGAGEJG(a0 SPACING- 240 CSI. GER n (roc) Udea Lad PlATEB GRIP TOLL 20.0 Pss Grip DOL 1.25 TC 0.25 Vad(LL) 0.09 )-0 >B99 244 MRO 2441190 TCDL ).D Lunmr,DOL 1.25 SC 0.52 VM(7L) -0.15 )-0 >859 190 KILL 0.0 ' Rep SEese lmr NO M O.e7 110r2(TL) 0.02 8 Ne Ne 131 5.0 Cafe FD=h4rTPI2)0) (MMx-M) Vanda 140 B10 FT•2056 Willi BRACING. TOPCHORD 2x4 SP No.2 TOPCHORD SW=mlx sllesNiMOimWyappliWma 11-3mWa m, ectal BOT CHORD 244 SP M ZB end verbal.. trill 2x4SI'll BOTCHORD Rigid ailing directly applied or 1040 he bracing, REACTIONS. (Maze) 2=1800N%,6=3931 Max Ho02=134(LC 27) Mex UpliR2=-747(L0 6),6=14661LC B) FORCES. IID)-Mex.Cop.RAax.Ten.-All fans 250(Ib)w lest exaptwhen ahpert. TOPCHORD 2-3= W1961,3J 2243,907,4-5=2210'924,55=.980Y1572 BOT CHORD 2-0=167&410,511-167W410,11-12=-18761410,7-12=197914105 Al 3 -70111810,3-7=229&1139,4-)=63 AU4,57=-147513541 NOTES- (10) 1)2-ptybassbncaneas it Mhe4-1mtl(O.mt'x3�nails es bllwvs: Top mora.ro obarea as ronoxa:2x4-1 Wive ei Gsta m. Gomm moms anneaetl as tollw1.ad 2 roves staggered!a 0.50 ac VJe05 esam con id bd rcial-1 Wide o-&0 a. 2)cobedsarehayI,been eensqually applied to all plies area anoa Wiledes Naa(F)lebeck(B)rete In baa LOBO CASES)aechon.Pty Mply \ \71uR PP 2q necdons neve De leadshue bticondieoonly er lamnotadu(F)or(B),anises ahersWeiMiceletl. \\ n. 7`ASW ASCE]-11hare 0,Vult=130 ph(3-aero d gust)VMdW10W this 1 mph;TCDL4.2psf,BCDL=3 Ops,h=15R Cel II;End C;i GCgW 16; ✓C'E N•F'N,Y 4i� MWFRS(errvelom),Lumber DOL=1.60 plate grip DOL=1 Be `� V� SF •.• dj' 5)rniebaes has Deen tlesignetl bre 10.0 pd mmm chats live Iced aamml a aM aber live lads, 6)'Tristram has been designed We rve lad MZO.OpatMMG bo60rn croyena9ems Wlereareaengle3 ,alIEy24pvMayn1l No 22638 M bereeen me Whom mad and any other members. * •; 7)Pro.ide mecmnial connection(by o0rere)of bass b baring pllde wands or wird ming 19910 said,9lanes)except Uil 2=7471 6=1466we 6)'6anw,gid gimMeaksiWading heap Maher am fixM model yes anal In Me analysis and design a Mi.Vues. 9)Hange(s)or other actuation deeicull shall the,provided suRYAdHb aupilal ammdebtl lout 236g lb ewm and 127110 up at Q .• 7-18,and 1266 b Moven and 3951E rig at 12,and 126714 dovn and 3291,up et 11412 on bollen chord. The designs ecton a such anmaion deviate)b Me responsibility of otters. ` 10)particular buliming is wneidliry ofaabeae ldiingade plro W AANSISI TPI 1 asareleramed W me building bode.ma br env Ooss',.......... NA,000 LDAOCASE(S) Standard W P,RMPENe22NB 1)DBeE.Red Live(baleaed):Lumber Inaeeeew1.25.Plate Irvnesa=1]S YITSE US&M R Gattim Unhorm Loads(pit) 9901 PW FW MVM1TNrys R99010 Vert:1i=54,4!P-54,2-6=10 gaK an Made 2 March 21,2016 Dem.wixa...--awlm.erae.waElprrmaboe rxrs ue actuanvrFlcasFelExcavaaarl7mnV 1ponaee9voaEwa Deignvidela nae WilyxiM Ayre Wg doigner The g tefm Konf urn erni atom,eeely onmalvauol winiayoomnirenl.Win esig dre , lre,nui,owd,t eesi9� t 1u11ralylheo wary tlrig mon plea, lonecnmmle I,eealpn Into lMowror ,nmm9aere�. ��„e=meeamnevem D.cHm of r,aNa.ollwrwet onalw�lwe memEme hq ne�el l,ry end pemAeem aaam MTek' e aMn rMUFN la naarh ane to oreven r cobae r.51n peslde pnmm ml�ry aM pMxM aoma3e. 9meml®ulamce repaNlna its IaGicaM1m.atnope.eeFery.erectpnane batlrydhusuf ane husfYslerm,re yryllryl tally L,aeM,aeJeenaaCL Wldnpten,l•vw9 eaa 9N. FL Ma Sa1My Ieemllen wolbde homl,us Prole InaMule,21e N.Lc Sheet.Sidle 312 A�ntiv,VA 1014. Tele FL yy1U bE T. T..Type Pry TW]OgYI W3A5 TOI (umm Oav 1 Z RB18rA1fB WJ FYXB . .Wvab.FlS22M ]BW e6epXA15 MReFIMueNeL I,c Lbn Me,St tT]t'W 3010 Ppe3 IOYIXI%lb%MEZHRUOFOJoy"-M1OGe&gN ?M gpstwP _lq p YNp Yf1C 3 DC SE(S) SWndmM C.M. L .M) Vx 11-3389(F)12 -1Mfl 19 1W(F) QwswnMs.w.xy rm,p..e.e...epLrloxplEs oxlrxsrvnnvawmNrrecpPcelw-3m,...romnmeaswzwe m r erre o�N..lr�a eaeo��eao..Tl�e.,®ine n�ea mN eporl pm�„elmrno..,�.em I�,aa�kel.uwl wlal,w e�w�.�1,p o v M tlss:dd mae e e uu�reeeseoe.mup.olh eowmowyae.apn poemelm oee wop ln<omn,rne,l�ee•.,pn mro meoverol eea9nN« . mo illaKmeanmwe.em m�wnp nr melwminwwee ellaro,mo,o me,nkea nN. ealonmre„Ipolery ena w,,,.,^em e�mrq MI ,ryureelwirmliry ane lu prexm colwpe.nn posslar{rer.o,nlnNry nntl pope,lyae,no9e.hpennalO�Ntlnce SomMp rm n,rdape tlehery.erecTm,a tbaclr0e,218 nanehw sysle,rs.see ANM(1FIl OrHy Gnlu.WlJFeMNGV FWdnpCmqu�il 19 .FL.1. 3aMy Inb�mam awF�ek homlrvu IYIe InirllWe.11B N.Lee Sheet SUIle31 R,Akwntlm.vP T1J 11. Lnq,FL M10 JOD Trun T.Tp, py Ply PoB]65 TW IYFwparea t irlrm Z NNws FYN6am, .WXMNaFffiM )BW.ppSp3p15 MTY MMIq ec Nm My]11]'l1:MRp10 Fge1 r1JL ]DO 1111.] ID:6NXlMXbmQu[XDJON%p)4iN.pIVI(i9yF.MRJCM1aDYduXiYN']fltHll'r0kiYl1) 1.uuo ]OO 611-0 60.(1 6011 6.9-11 fill Scale—!'ng ' b= 600 FIT aX II m=3rA= as 11 me= 116= m1 3 22 M U4 x 74 5 6, m 29 750 S 31 es ow y as ]p 10 at 2 d 16 5 s t] b st .t Q 15 b M 14 13 35 19 !! b 12b W 51 5211 e6= as II ,nomrnods= 2a II ass= 2M II R6= 5E= 4s10MI Ist PI 06x0 8:062 LOADING(PsrySPACING- 240 M. DEFL b (lac) ,Ee6 wPLATES GRIP TCU 20.0 Plate Gnp DOL 135 TC 0.41 VPR(LL) 0.66 15 >]31240 MTN 2X1190 TCM ].0 Lumber DOL 1.25 B111 . C 0.]5 Ve11(fL) -1.085 48 IM MT20HS 151123 fel 0.0• Rap Stress Ina NO WS 0.09 Htln(IL) 0.21 11 We 1Va BCDL 5.0 Cafe FSC2014alrlel 5 Qeatrh-M) WbngM:40 Is FT=2M LUMBFS- BRACING. TOPCHORD 2sA SP WI-EXCW TOPCHORD Structural wood wreathing deal applied or 3 oc Wrest avmpt 0,110:bol Ste M 31 am ver mla. BOTCHORD 2s4 SP No.1 BOTCHORD Rigid mill,directly applied or&45«Haon, . WEBS 2,r4 SP Nd.3 WEBS 1 Res,M mail 111 REACTIONS. Rataa) it=219WMBMBNaI,Y-241]N9d Mw Hors 2--115(LC YO Mev UplR11=1336(LC 5),2=120,w(LC 11 FORCES. (ID)-MU Comp.SAu.Ten.-Alllacee 250(IDI«let uagt xtw Mwm. TOPCHORD 2�.-531 M2BOR,122=P9R/It01,22-23=Tro2li16w,2124--T/92/<181, M2-MV41181025=6)920161,2-228=6!92018,,6-26 767W4N3, S 30=72/118,,12)=0=767W 3,2]-20=]67 4093,231= e>Sb03, 2030=]6]50093,6-30=]6]90&1,]-0a-]550079.131=]SSI,093, 31-32=7591083.132=]59,OB3,10.11=313QH BOTCHORD 2--31ha- 30433,113]•-280M1B15,5-38=280X1&5,,1"la,&X0(1,5. 1]-39 1,X!8,5,t)i0-X81,1863],1& 4610 7,i61t-481I/883>, 1142-1611283],154 I,W883],1543=1814/863],13 21S1MBB3], 4"7=261X483],47 5 251X669],13J5�61M483),1346.-26220898, \\\L111111/1 =25=411101,124�2MMW, es P WEBS }le 2M23a3-Bt]-`—�1]1B/3 I17=]2]557,&17=-91100&lS- , -JGEIV 113=105WSBB,7-13s fiW45,113=18012026,112=0/104,111•-52MWW `� 1'�'\ SS •.� i NoTEB- (13) No 22839 D2-pN bubrobe wnmcted hepethera6h 100(0.131'k3�neiladblbxs: '*' •�;* ' Tap craNsconrwcivdesrosfelte slot-1 syst « /F Botbm awrdamnneRMeZu4-1a:ba-irvx et 0-9-O oc �-�; ¢= webs mnneaed as ldbwa:ba-1 mwN o14«. '9 TA F 2)allmd aremnadead equally ap0iati plies,,cept6rwtodms t(F)mD (Bltacelnte LOAOCASE(S)b n.PyrpM �O . wnneaeons rare been podded W disnbote only bads noted as(F)or(B),unless pnetrants irrbMed, 31 Unbalanced root live load Tana been considered for tie pwngn. FI\ P N 41 Wind, 51 Provide,aCeaua drainage to DDL enl water ponding.L 1 •TCDLW 3peF,BCDLq.OpaF M-1811:CaL II:Ep C:Erltl.,GCp=0.10: ,�IASS;ONAj 6)NI plates are MT20 platin unless otery iss iadioeted. Walter R A.K No]2398 ])Tris trur raw been designed her a 100 on eothere Mad live lead nmoxxvmmt wit any ones area head. µTND I«.ROM 68M 4)•The trod 1184 been designed her a Ilse bad a2,.Opat an bra dlbm Mord in all arms wrere a rlaengle 380 tell by 240 aide sell 1RM Pass bet Blvd.TaI11p R.39810 M between Me bottom More and any other members. ,pp; 9)ROW m deadens)fur trap to pass wnrwaione. March 21,2016 Continued on e2 Q wawa,.wry a..rpa p.,.,»<....ena axprea oa)wwlwxxalavmcareraaaaexce and Ind' taaddingc aFw6 alem.ureonlo th rings arhrudda97ok aparso .v.w� =.ramehem. ora r mai.evolwrsaan99omooremel om�mram.^mare tern! n .mvrre N,,weoe/,r,h r.aooa lz 1 ao�m r eN'navLae�`w"aar�ry°Iters tea,rr`"ie�" r�pa;°'me • ' /o,n,..a mameana � e,ara'hanoo.an oa the wa MI ke IobkarM,aorta..eefvery.ereclgn ono troche Fcwnol lnlnry ena�o/P1rne silt p.nemlaulwnarealingp as s�alFlMMmwalkI. mwuPWre1m10°er139'N=reesrb,Eul1oe3i2 An Ond ,vAmi.GMaDSureM wGilwwery eanpe�w wpwpwu Fy 9.Q )wP..n world JOE Twa Tux]rye QIY FM Taz>ONi vLNS iW XYINV O1av t �a dAM FiLa[uw. 1wann .1.a]3N iial0a&pMR015MlM IMeEW,We MonMvll tJllFMta Ppa3 ID:IIDJ%Wa%ieEllBtuPrOJD'ry%pzpTJCGpNiBYfJIhn2.MA11WMdIX4y1N'NHYYrOr@Yf1T NOTES (13) 1D)Peudargidaaidnaponreeion(Dyp saNbuand 0xNgaalapapsaenItteam"irg100N,n o Njoi�s)empl(pa1711=1336,2=1204. 11)-Samldpitl .u,sa. an including i a,all W pm s,d nim01 was usual in 616 a npais l l a expo 5Iof tltia Vane. 12)Hxper(a)of Ober up at 1 pn ant.M It,atoll 0e p 1301,sula 3 b 2,85 lb rvrxadd IS Imd(e)161 D 12, 5ll 24211 up N T-0-D,B51b O 1 and 13011 coast a d 130lb 65 Ibdwnata 13011upN 111312,m 2 dwn 12d 13014upN 13612 up atl3 aM 1b2upN15412,BS lb doomam 13It2upNdISO W2.WINS 227and 13011up a 180.126524 2. 1blarasan2130lb65231 n am 13011upN23612, p as tl ancl 2,8130 aupa 230.12,6510 awn end 19010 uP N24412652dovm end 130 N up N 20-312 652 Eden and!130112, n 31-0.12,651E OOuO arq 1303 up N 33612, id,a d M and 19011 up 1 35Jp12,75 0.4 It and tb D up N 374 12,am6511clo�91, and 1302up at 2.49 Is duand 85244x4an0 tb2 up7 12.4 an 2pd�Om,and 2.42d damant 1131-12, 9TAO,402dwn , 9Isdu4811 davit2, 11-0.12.4810 damN 13412,491129v N 15612 48 2 311 N tT-0.124811 tloxnN 18612.193 45x4N 21-0t2 n D37w N 23312182awnN 25312,4911 downN 2T-0.12,4BDtivan of 28-0.12,492doxnN 31412482 doxnN 330.12,4811awmN 35412,I92tlovmN 34412 entl 1B lDdwmN 38a mn 4810pa ua386-Sa ssan Mad. IWIWIWNxle MM au wftilft aM icom DareapxmE allolen. 13)bust Nanud,,erdrANSI ietl I asduasan id by bud Wir codae, m. TM1e wm011ay erd uxdDu canpoxmbr arry pa2aler OuilairW ie die rxponNOil%ymtlre bustling deagxr per ANSI TPI 1 ea referenxtl by 2e 0udirq mde. L DCAW(3) Stamam 1)Wad n aNLtae(baknoe0)'4eber Irweeae=1.25,Plate Imeeae=125 UN(otm LLoam(pl() VM ,310=51,11-18=-13 Loads, Wmanh nLreda(D) Vet 5fl3t(-)5=05(6)16=204(-) 50F)36)14=25(77 25(F)38)23=65(9)24=ASID)25=-8.41126=651F125(F)4S 25(6)4 28•-BS(F�90=-05(61 25(F) 32=-BSI-)99=-05(6)31-05(6)3Y-0S�F136•-651F134=25(6)96=25(6)38=25(6)40=-25(6)11=25(6)IY-25(6)19=2516)61=25(F)45=-25IF)1�-25(6) 47-25(F)46 25(F)40=25(F)50=25(F)51=-25(F)52--2X6) QP/.1pNa9-yyrypyanpLpwlva=N I610Noax ONlNa4xpCLLO®etErfa6ERxfavlaElFlm m.laffi201a aEFORFxE wkl roruu mM exconnMm.irvatlaflpnebseGonHu�paorrerm sM1ovm.o aelaan m6reual Wlglna comgnmr.nM e aer o...rM1e Wlltiro e..orvc.m .r..nnmeamrwnlMae.�W Pwmera,a�a Poaam me�Pemra rM1aaaB^-�nm rive o.smu M - erWn. re i�a=amel.m>..�m e�emoa or nawool mrs..wE arveto,rnaa mammy, ha eemonol remp�,�P OMa pamnneer woro aol»idna�andew�a�'+sd ro.noatn arva ro ne.em aoN,ma.mn voewL omw�oNrvw orve Powm wmoBe. ee.aa e�darvcane0�aarn. yyl�bnMm wa�IMC�e Mmlrve Prvplewin9lruer119�Ls�3rree1.3Wre J12/.bnaM�o�VP 931�1d.��a��LeeMa6lYYnaCmPaWa �p FL]x10 Job T. Trues Type am;0tY ply M' T+0 Merryp + TB3NN] ��• •�' JpmrAe,FlaIIM i'&Of SpRB]p15MRM IMw•k.,IK Mm 1. a,Iso YSHa agrl • lo:¢wxuwc<ezHRuaxwayxp:q.uvmrvelnexNwwvnazlymvprvuHveo.Ju:m6 /14- L&u pop +50-t021-11. iJ0, aau 433 ea10 µu 6 14 µu 6o-m see ria be and II se= se w 1 m= w+g= se II 5m +2 4 6 6 T 6 p 10 11 aM 3 d1 2 9 m 15 11 13 12 sed are Sm= w11 m= 2w 11 ea= X10 21-1 Pleb 1 4:bS120. 14' .040 LOAgNO(w SPACING- h60 Cel DER In (ft) We VU PLATES GRIP TCU 20.0 111 Grip DOL 1.25 TC 0.83 Verdi -0431516 >BB9 20 MIT= 244/1160 TCMT.0 Lumley DOL 1.25 SC 0.61 Vardi -Ow &1 "600 100 SCLL 0.0 • Rep Strep Ina YES m 0.80 Haa(TL) 0.21 12 Ne Ns SCDL 5.0 Coes FBC201401'PI2lNT (MetrbaJA) Wbghh 21T b FT a 20% LUMM- emciw- TOPCHORD 2,A Ed NatTOPCHORD Sblb9lrel Mood sheathing directly applied, edoen end verepels. BOTCHORD 2,4 SP Not BOTCHORO Rigid ceiling tlirecity applied!or 41-13 wbniong. WEBS 2x4 SP No 3 WEBS 1Rowatmbpl 10.12 MiTek remrnmenda Blot Sb MuN required wog brarnap he inWlbtl Judo.Dasa seCbn,b soca dance wib Sandi REACTIONS. (Wage) iZa13011rMetlwainl,2a140310.38 Max Hoa 2=143(LC 12) Mev UpIR12=395(LC 9),2—Iyr0 C 0) FORCES. (ID)-Mex.Camp.R.lex.Tan.-Alllwus2501b)alpe except wtaen enawa. TOP CHORD 2!•-2840(16441,3 ---2814/1495,43=3354/1051,58=3351/1951,16-)=33541051, )-0=3002/1]52,0-9=-308&1752,610=3082/1]52 BOT CHORD 2-17=16442581,1611=1427239q 11116=-20389550,1415=203&3559, 1314=100&11624,12-13=10161111$4 WEBS 410=-60&1192,516=375`284,7-1610(102,7-14•-555/!38 614=340.260, 1614�T?/13/6,10.12=220&120 2 WfM:ASCCEre7-110;vmp u"330h(3-eerona wM)V lo1r ;TCDL4.2W BCDL=3.Opf,1f18R C .II;Exp C;EWl ,GCpi '1l8; ,'1' 0- ER lP MVA RS(envebpe)and C-C Exbrii adysi for nemaa.and brree a MYVFRS b rextims showed;Lurtbr DOL=1.80 pbb �� CEA/•"•;y 'i and DOL•'189 31 Prontaeadequab Eramageto prevemwebr nothing, No 22839 4)Tnis trps has been designetl br a t0.O pf Eollan CION lire bad rlmm urren+MiN am other live l6etla. *�' •'. 5)`Thrm bap nes he othe dthond tl bye live bed a tens. on Bae bOewn chord in ell step where a regargb 3-601tl1 by 2-0-0 wke will fitbetWoprent Or(s)Wn wtotmtlanyo memb6C. 16)ROW W girdeanimir 0(p on(b ren m)ona. -� Q� 7)P 370, mecnem®I oxlrrecdon(b)oMen)01 Wseto bearing qaM bpebb of willalendbp 10018 upilt elpiN(e)euapt(Jwb)12.395, •9 'rA F r3 ptchbreab Modea hash'Member end fixlry Model wp used in tre aresse and design a Me buss. ,iO 9)This Marppon�iMlot�duild 0Oea9nerpe,ANS�PIIs.reredenThe dbrucouddl,gooddis, mmpmenlla.rypertiuN.r ,'y'ASS�ONA�I�y�`i,,, Mhlbr P.FMPENo.12B99 IeTek USq ha0 R Ced 1631 X04 dab Fag Bh0 Tanga ft 93610 Otla March 21,2018 Q se. Vly - sesser .apt hNd:.daddy Ada dMxda'raaarsmaacevlprrl_ropmee4 . DegnvaWr�uanNMen Mleak@connecron.Tnrc eerpnn need—Y, pommerpr Nown.old lfwanmaluaum Wasee component,not cnr.ierrem 'm9 aeebnp MMM ueogTlcoanr or M✓an rymmeren old wapn roolo\toaer Aximo le—I Ioreae:q 6. rea�«mei meaempe.am e��mnaamelwem mnr..eeanero.ense memeeannrr.>delnanmre,nnq,a yaria Pe nan.m aool� MT6k' Iutlotilry onJ opev n cobge talo pcsslOk Fe'sonal lnary arA poµMy darrwpe. rorgeneval Baloonceagaandine "o"rodsolr � h ,,,.WleneN.,BN.Lee Shee155rlle,,Rso exAN4ynVxotdinceed.cSa99aneiscoesed Cmapswll pWPaayeaded Tamy,FL and. JmTmu Tnm TIMM Dy PN Sm]65 Tn nV + + Ef0..F�Mow, .WIorIY,Fl19]M TYS.BpA31n5MTW INYW,Ix IIna1a311a:2NNAla Py1 IDII63%lM%eF3HPogFWQYXPtPYIJxTM1GBAVIHCIYMGVBBFlpe�IRaPGKKs¢Yltb 98$13 38-1621 Hi0 1� S8M ~ 533 )?15 F i-R-16 i-3-15 4-1-+1 666 SUM.1]SB Na- 5.D3 +2 6 5 a i B 0 'dY� B ] m I I 1B j 2 li 1. 16 14 +] 12 ++ M= 'W= Yb- W= 416= W 6.9 H Htin &74 7e LAAMNG(ps0 SPACING- 21 0 CSL BEFL in Q.) wall w PLATES GRIP ]CLL 20.0 PIMe Gdp DOL 1.25 TC 0.75 VM(LL) -0.321410 aBBB 240 MT20 2441180 TCDL 7.0 Lumbar DOL 135 BC 1.00 VBH(1L) -0.]2 14-18 X680 100 BCLL 0.0• Rep Sheafl. VES WB 0.44 HwdTU 0.20 11 Ws Na BCDL 50 Code FBC2014/1PUWr (Msbu-M) NYIpNl 208E FT =20% LUBBER- BMCIN TOPCHORD 2x4 SP W.2 TOPCHORD Sa' aal III sbati dimdN apyaad a 2-2-0m Mins except BOT CHORD 2x4 SP N0.2 am vaNile. WEBS 2x4 SP N0.3 BOTCHORD Raid oiling directly applied or 14-12 o bratlnp. WEBS 1R at mmpl 518,)-12,6-11 MTer,1xum6rma that Stabilizers and 1a911aea a0u bNEOIN ha Instlletl al buss ereCion,M errararr6laiE SNwloar Inmelle5o RMC)ION3. (I61srsa) 2=1402/09-8,11=130ooleMuniol Max Harz 2=88(LC 12) Mex UPIM2=352(LC 0).11-Ml(LC B) FORCES. (Ib)-Max.COTp.RAex.Ten.-Allldcea 250(Ib)arMu exceptwhen Nlovnl. TOPCHORD 2-3=20411088.34=2513x1474,66=2281/1422.58=MM17n.e-7=288W17n, ]-B=19511218,58=214111288 BOT CHORD 2-16-154/2538,1518=1597/nl)3,1415=159MB93,1}14=15307ntl. 12-13=153W2701.11-12=-100&1743 WEBS 118=3261'!48,416=3001622 5+8=8M437,7-14=-14287,742=-105&'800, B-4•-2581513,9-12--31139,Sll=190&1187 NOTES- (B) da*a�t jeR �P•FF�"' 1)Uencee lry WdsberebwmMu rM6aeapn. -*P N M6 �i 2)VIEW AWE 7-10,)ne1C-C En(( d at) b=lnemben,TCDLceaBMWFRSMreecluuabwv ll;Eai,C;End.,GCCppl=0.18: J .; GENgF;'t' gepDOL=leo No 22839 3)Provide sdeOON dminage m preuntwatn pOrMbq. * •:* � 4)Thabu% hasbx vgnmmral0omtbmmm chard live menoc6nwrmnl vla8 env oEer live logs. 5)-T hu Wee hasbeendon! tldaw Oebem20.Opmcethe bmmm dwminall alms whereelec+en0le 3-e-O tell by 2-0.O xiea sill =9/ ?k� •¢ M between Me Mtmrn chore em am 0r ci member. e)Rmai ft i Mnis it ne on(bytruss contractions w p TA F ))Provide mecham®I mnmcSbn(q OIIWu)m Wumbeanng wme®pebkmwllmlalmmg loo lb ewMmiainua)exmw Urlb)z-3sz, �O •. p, �: 11=32L ��i ...........R is B)Ins nunnuNmured proaud dear ad lar an Mivdual dllalp component TM suitab118ynd usegof tharOmWiponent rorarW Wdwlaar Wimin9 is Ee respomflafty mtlR CUAdingdesigner per ANSI TPI 1 as mmmmel by tl'e EU,Iding ode. ,gl6ofE of O% wall,PKI . -O N661 M USA Iag NNOL e894 W0a Parte East BN6 TNAa 899610 OBN: March 21,2016 AL waararve.wlnwlw Wnm4ae menElo xoi5s ox+xraGromCLulSpaarale PCfESMcenaew.Im n..l6orme9aalFme gnv N u bGxae nP>•1 Larvlre+a+en^n anOb ak OulYJnp mmrpwnl nW Iwil6rp d n wi d6v Weeuan paonlmenemP wh elPorme rns aeupn wa molxeov �a ro-a P ' e 1 a wee cmloronom lr�lrm. v. wto ^Wrc, par-nen!boCnB i �C- ' in 11a A 'arpew Irnw�Om POPerq mnpi . fa'B o r.w Mco 1wa Le rwY.alx- abet fru WWIrn 11 oanle mast/ MeW YltlMemgnanl aW1PM5W sW Wr I1ne11r1mo°ee.ecarnam+l�.�va a Hrrole.a e n. —1.1,.1.312- ,nalwlaeo vn'ID1a m+a rnp.PL] Jab Tem Tlumlrp Py eves MxyS Tt] W 1 1 R n dYpw.Fnl9n•e, due. mM Mv11:@AtaPg1 10:RHRuMDJOy% q-WRpXBNTCnift0 ®bMVtly Y)19 ;p LIL aN dt31i13 611-a a11d 6YY bN Seal .e 5. t3 Sd= mII 2W II m= ]1e= 5 0 T 9 y as i 9Y y14. • m 3 n yt 2 a 6 li4 d002= 31 X1843= P 10 2] 15 14 13 R Tm= 20 II m II mm= as= as,= 2! II 9m= -I F YtM110 oda Pleb OlfMs .0300.14 .0- LOADING Dwo SPACING- 200 CSI. DEF- in (roc) Well w PLATES GRIP TclL 200Pleb Gnp DOL 1.25 TC 0.56 Verqu) 4.2] 1610 e969 240 Mr20 244/180 TCDL TO WDnar DOL 1.25 BC 0.70 Va1RrL) -0.521610 %51 180 BCLL0.0• Rep SEeas In. YES Y•B 001 HOG(TL) 0.15 12 We Ne BCDL 5.0 Code FOC2014rTP12007 (Nabi.-M) WepM 250k PT=21M4 LUMBER- BRACING. TOPCHORD 2W SP Not TOPCHORD Swdublwtmdshea ingdire yapplidm614mpdins, Manage BOT CHORD 2x4 SP Not•E.Wr end vefloals 520.]4]:2 SP Nw3 BOTCHORD Rigid ceiling directly apprlad or 4-102 m bracing. WEBS 2x4 SP 1403 WEBS IRoe at dropt 1521614 MTak lemmnenda inat Stabilizers andreyuum pmm bracing b inMNbd during bass erection In accordance wah Smal'oer InaWlel'wn uide. . _ REACTI0115. (leads) 2.1405638,1211309fiMWunital Met Holz 2=11RI-C 12) Mu JpIM2=320(1-C 6),12=282(LC 8) FORCES llb)-Max.Conp.AAu.Ton.-AIIluras250(IE)oresssvuptedem Mlmm. TOPCHORD 2-3=2809/1830,3P-2611/1678,4-SV491601,58=2801/1804,6-7=2451/1571. 7-0=2443I15dB,8-9=18291221,e-t0=2011/1286.1011=215WV1,11-12=-1212P07 BOTCHORD 2-21-14] 27,519-285287.18-10-121]231],16-25=11=135. 162Y 1122J2135,lake �11= 35,1314=-1101/1931 NEBS 321•-3.0260,1621=140912990,&19=538/!5],8-18-2151491,1&t8=100612W8, 8-16=224/458,&16=-28622],614=-59]25],9-14=252/46],10.13=258225, 11-13=102918P 3�,a,\•,(,ER e��M44a t) Ienme MaiIo.m Ibxe been considered!inn cob design. 'e,`� '�G E N S',•Y1'ease 2)W ns,ASCE T-10;VuN=130rrph(3 imond gust)VaW=101fph,TCDV4.2m.BCDL=30pst h=161b Cat II:Exp C End-GCp=0.18; MWERS(s mabpe)and CC Exbrbr(2)vine GC for Defense and faun B KAYAl tar Real moan;Lumbs DOL-1.60 pleb gip DOL=1.60 Z*:• NO 22939 ••�t� ,�i 3)Protide ade ads drainage to premed warner poMilq. 4)This Was lea ban designed for a 10.0 pat botb0 dio d live bad nmmnufent wan any ober live Dada. 5)-Thu bass hie bean designed b a rim load of 20 DPW an Me bell Dined in all areas eume a rectangle 34-0 bel by 248 wider wig �-Q/ • �� M amenal the Will mod and any Offer Mail wen BCDL=5.0aid. 6)Rehr m ore for was bwb cimadims. ice •- T)Provide nnecNnioal comadion(by Mals)ofwanb beeeilp paleupabbofwithabrdbg 100It-Platatloinduerupt(R-lb)2=320. Mei R\•,P�`,,�: B)mn menNeca aneis pbd Including name isengre�e Mail end fi ananqel dliMilp land,used mll'9merM1lnTlle suMdliy ed design or Mis saNblabr erH Pafiwl.r ee��3iSff,.... Wilding isle respsmibiley of dM building designs Per ANSI TPI 1 as referenud by Bee Wilding code. 398er P.&eDPE NwM MTM g3A .RGrt68M B W 4 PSM Ftl BNa TMP R 59810 March 21,2018 Aen.anp-yea/eon "yuam anon—lNeOmeadranal WLWY®rrEx 69£n—.,VPOE1Q1m,rv.t0'OYt01sBWI1EeeE ana,WoM .Bolovuse,in NIIM6 mmgner,ions iexeal9^a tra,iona ,of Wnunelee:own.oneeawbn inroorar Wii oegr�wne nn1 rydem.Mtx Ana.me Wiame dagnamusrvaay 1r2 ulFicoM1lhor tleLL3n paomerm one woael/mnopaore mal n Id aer�emmll abu ugambrvbocinglrkkNMernp�ve��krngoleMerbublwsswe6onern,cY.vamem[,nsHoll. eengnarenryvuycMgrtrunenrlvxlne m eK x aww.,.flw.e m.nealn one m I»anr�aaw.nm Paaee pe.�wl wi nry Dna 1+op�lr an,nbae.'a anal gniab�a reaaanp 1n. eaem ''M'.aecluualdladeul ben vM hus &.n.f1 .A (Inldn ROsal¢b.la uM aCpaWaV Cwnpwlal T Pe Ye 6a. saaya4vea+.r waoa.l,n,nl,�a ams wmm..see N.l..srva.l.wx.313.na.a:aro.vn znu. rm..n seem bb irvv Tau Trye Ob Pb 1MNtN• e4ves ns HP x t BAY•FYYBwm. JeYwM•.FlaRM iaN•8yMM1sMTM IIWHn bI[ Mm Nv411aY!-w Ala Pp•1 ID:Q63%LM%IeFIMRUO\OJOH%pzpVSZDyrOFkO'ISCINfzaBl�lIX'Nt711 3294 ItiO Q9P 1Ia 49a 7u 7+1 l s41a l x-u-n w9 1� Se= _ SCO 13 he e T m Sae% mi B m' s a ]Nt i 4e ] 10 111G IGq 2 i1 1e t] 1B 15 A A 1] 12 G 'M.anal = 08- 4e= m= sa - 4b- mil m_ 3.00 12 6]9 - f 0'6420.1-01 LOAgNG(Iep SPACN6 2-09 CSI. DEPL 0 (a) said LM �14 ER GRIP TCLL 20.0 PIMe Odp DOL 1.25 TC 089 Verd(LL) -0A81T-iB >800 2M TCDL ].0 LranOer DOL 125 BC 0.85 Valt(TL) -0.851]-18 x521 180 5 18!/1/3BCLL 0.0• Rep Stress In r YES WB 0 B] Hor2(TL) 0.99t0 Na Na BCDL 50 Cub FBC2014yIP1200] (MObM-M) K215D IFT LUMBER- BRACING- TOPCHORD 2x4 SP NO2-E.Wr TOP CHORD aeactund aOw sheathing airerdy inslied is 2-2-0w Puffins. 78:2x4 SP Not BUT CHORD Rigid ceiliw dlradiy eVefied or 2-2-0w Wading. BOTCHORD 2x4SPN01•Ex.W WEBS IRm M mitlpt 31],515.614,8-14 2-18:2x6 SP NO2,I 316:2x4 SP N0.2 MiTek rawmrroMs Met Stebifvera and require d woes amend Vr£BS 2x4 SP Nd.9 pe inablledduhrG true Machan,inamxdawe wadi Sbbll¢er I ' REACTIONS. (/Meade) 2.1405YF30,10.139(00.30 Max Hoag 122(LC 12) Max Upli t2-3180.012),10=328(L013) FORCES. (Ib)-Mu.Camp RAW.Ten.-All brds250(Ib)wbp exoopd when aldwn. TOP CHORD 2-3-552dI 31•-3501/1824.a-B—N 2/1838,58=210&1310.6]=182&12]4, ]-8=19]311302,6208&12]8.&10=2]16'1611 BOTCHORD 310=30B2/S1B],1]-18<2941M81B,161>=154512188.1618=-1515QT66, 162a -805/18]5,1425•-BDSI18]5,1314=13488425,12-13=131&2425, 10.12•-13482425 WEBS 318-5404033,39•-2187/1413.5.1]=1391 5-15=1018028615=2811519, 6A=25]/150.]-t4=2151430,9-14-615/501 ,,\\\\\1111111///// 1101 (10) ,3` �,-(ER,P Fj Off, 1)Unbalanced mot five leads here been waidayed forthb design. ♦�P N 4 �Rs(erEeappe)etc-CC Syb(iw �Pc fr melntere and N.2 a 1AVVFFnB ier'ma shoan;Lum�bw DOL=i so plats, �`•` GENSF grip DOL=1.SeNO 22839 3)Provide adeavels drainage te prevent ander ponding. -*2• •'.* 4)All places ere MT20 plates unless Wheraiu iMiudeU. 5)This Wss hes been designed for a 100 pal Whom mod lire lava mrrcawvrtent arth arty Wher are bent.in ellerees aTereareWngb 389 Wilby 2-0-0wge rill • IL3tlTT`[ 6)-This buss has benaesgrbr a five lead 20.0pef an Me bWa)m tllwa a la • �� 6t beemen the bottom wad ant any other mere era,With BCDL=s opaf TA F ])Seeing at 10int(s)2 considers peraflN b grain value using ANSIrtPI 1 bale b grain formula. Building deadlier Shoda verify caused, F0 �- W bearing surbce. _ �i� R �` e to B)PSarUFMitl gMbruks Irrdudbg heels'Mamba gena fixity ImadM am used b Me erelrelaeana eve arMis wea111 uplift layers.) pt ud-b)x346, � S,ONA11 E?O�, 10)mid rrenufacWreO peiduet is designed as an individual building wmldrlent. The uilabiltN ant sae W Mia wmwruntbr erry Y P RIR m Mo.22838 pardwlar Wilding is the rawnaibilidy dMe Wilding designer par ANSI TPI t as rebrerew M Me WiMnq woe. MRAUSA9tt.RCed 89q PNys Eam OyA TMmnR99810 DNe: March 21,2018 Qwnaxxa-W.Ma.W F.,.,e•v..vaa4oaoxa ox�n4xorNawFnarrENaearsecewaarvm Iw.iWawF6e4a9E gn we]b uu onN wlrh^4reMconnxrws.me eesgn b W�etl Dory ren ymmsassMwn.ontlis ban IneWwl Wltllry comporcnt.nm olrvufsrae - aiertea tlNn inlotl�eorelall ea assay aerwa rw�aelwnoaieW ore ro pre.emealoP:e~'m pe.nar Pwrvem lei�v orb w�nerN wmope. Be�wol wieeweraewar�e rm oceFet e't'mr'm`ilas ier.5oia`mmaer2le H.I�ilaet's�loeili�+lewm� vn mla otr.Iw.oswaveaevFmgb.rmwr•.4 Telma 1e - dW, TQM Than,Type UN Ply N.NM 712 His t t t Naen FllM1muN, AaeoniA R832M 1—de'-didai —dadabiglrc Wn MVN 1SR$'pi mta Pqt 1HI 8814 ID:iZ83XLb%IeE2HR oL Xpiq-0 l MR duL lUbV1MUT]Dy31NgW, WYfN 21-0BL10 1JO M4 B4.R 6tpC 61pa 81-14 ebe Mail h 6A= 48= Na= SW12 4 3 3 ] 9M i 419 3 3 3d II B y1 3 Ii a u is u m 13 1221 n 10 ye= u4 m= y8= 36- 3N= BM= a4= sau I I est4 Plate 011aeb rti r4o-s4 0.2<I reEm 1 nas 2o- .n LOADNI(f(Pa( SPACMG- 2407 Cal. DER n (lm) /IOM w PLATES GNP TCLL 20.0 Pleb Grip DOL 1.Z5 TC 0.59 VMNLL) -0.3310.11 >BW 230 M120 24M180 TCDL )0 LInEBr DOL 1.25 BC Day Verl(iL) -0.031611 >]6] 180 Ell of' Rep Spatia lona YES \NB O.BB Hw3(RI 0.1] 10 Ne Ne El 5.0 Cade FBCm14?PI200] (Mable-M) MON:21416 FT 120% LUMBER- BRACING- TOP CHORD 2x4 SP No.2•Exsi TOPCHORD Stndurel eased!Mea Mint,directly appeal or 3l-14po Wrlin3, except 0.6,67:214 SP M 31 and serials, BOTCHORD 2x4 SP Not BOTCHORD Right milirlg directly applied w 4.103 w back, NEBS 2x4 SP No.3 WEBS 1Row at metal, 610 MTek readan Wsthat SleNluse artl required0.w badlq baiWWbd dump Wu erection,in wuxd wharf hSlan REACMONS. Bbeadd 2.14pb43-0,10=130BAfeMeniml Max Holz 2=108(LC 12) Mex UpI112=33MLC 8),10 1(LC e) FORCES. (Ibl-Maz Cmp.MaX.Ten.-All fo2u 250(Ibl wlaee axonal Lvhen shaLvn. TOP CHORD 23=202t/1839,3d1-20/M1120,0.5=259//1 5B8,58=2531/1596,6]=m3M1588, 73=211711274 BOT CHORD 2-16 14 5 1.15-10=14]02541,14-15 113 130.14-20=1136c138, 1320•-11362198,15-19=BBN1BM,1?21=989/1901,1431-N i19(M, 10-11=1076/1936 VVEB$ a15K50G]U,0.11--i 15Ib5,0.13=-260T25,5-13=55]14m,7-13 3f SaI7, &1107/259,610=m0A1210 \O\t\\\111111gItiAAy Nom- umn rmrrwe Iona paLre been mmldw.a lwmm maian. �aii,.� �•,E•ry'P,!", 2)Md:ASCE]-10;VuI 1300. (3-eermd guN)VOW=101mph',TCDL4 2p f BCDL13 UWf,h=10A CM II;Ela C;Er .,GCWD01a; 41 11, aS�.•.•• i MWFRS Ienvelopo)and C-C EMer'Iw(2)wil for members and lances a~RS for reactions Mmn;Camper WL-1.60 plate MO 22839 gd0 DOL=1.80 ` 3)Provide adequate drainage to prevent want ponding. * • .* 4)Thu Ways has been desgned lar a 10 0 par botbm chord live bed nwrmrarreMvdth any open live beds (�* 5)-This huge has peen designed for a live load of 20.Opef m the Weare Marl in all arms wMe a rectangle 3-66 tail by 2.0.0 wide wll M belwenl the botbm Mord and any other maintains,with BCDL=5.Mal 9 • TA• F 61 Retar to girdnls)for Ova fo tmae wnneMma. j Q•• ]I Preside me,lancal mnnecdm(by Mhos)arWas to beamp plate wpable 0w6hnanding 100 lb uplift atpins,nvapt(ab)2.338, 8110-301, 'SemFngb Plchbreelo including heda'Memper andfuhy nlplal was used in to analysis and design of the thess, erdbreM Padbular ��''SS�ONA1-E?��, B)Thumand Wedpmdudisdesignedasan Individualbuildupmn M. Thesunewlhy and uxdthu Ihlllli/\\P Wilding m Me Rsponsibility ofthe Wilding designer per ANSI TPI 1 as relannoed by the Wilding code. 9ABer P Poe PE Np.2m3B Milk USA Mp R CM 6694 89o4Pu BN Ta 833610 May, March 21,2018 Qganew lw1,o�'n wweLm�o�e�o�l�ni a-lerw-I'le Ind,anda,,een neo...one xr«arn .u�e�wlui a�w ,�di �' m.aelore,w Ind nmalng dolma mal Tylheapprcdba,oradpn Faameers one polaM nmpyni mnaepnlnm meoremu ucMlinq olintllv�aeol Meawea anelwaMe memCers ml/.xb]Xlonaliempaayana l*ann—Indadi'd MiTek eelain eaeiiamwo yeona to ewua�wn�..meanawmnane iom�°io�.naaee.eerVerv.��lwn dna ea�in uaae^v aamaae. 'olaen.alB' 1 celmcll.e ad•ry,wild Xm ovalode 1—i—Pble loam9 hat.Lee 1.Nlne 113nnbarA Vn y�Ydld.O3iM'MNFaMNplW3ipCmml�erl pa31PeM 35510 e ' Tnq.FL 1A 10 y0- TM Tluee Type Oty Ply @>N 9 �5 Tt] RmlFptltl ] 1 I e,iynitV6euu, Jeyewy,FlPIM )0-W eBep]Bw15 MRe.11bwnq lie wn M✓tt t]]3.OSID1a Yge1 IovewnaMPlNawlnloiyxp:o-mpscvM.nT.IWfznlRccn5epy19r.Mvnxezryto ti0 4Je tat-1 teo3 rho! m1-n ss41s alip 10- ♦J0- 5105 5105 5-10.66.U1 0-34 611-1 �0 6ffi_ Sad 4 ] are I bA! 9N e e m 5 s N i . 10 93 3 It it 111 q 16 17 15 A 1e P 11 ti 41x1 � _ are 9M = 14 � hAM]3GH6= 8% apo m-]a 41 .0 J-00 Pleb az a 041 o-1 LMgNC(pas SPALa1G 280 CBL DEFL. n lad) Ytlen W PLATES OWP TCU 20.0 Pleb GnO DOL 135 TC 0.92 Ve1RLL) -0.50 1]-18 >895 240 MTZO 244H90 TCDL ].0 Lumber DOL 1.25 BC 0.95 viam) -1.0] 9-18 >405 100 MT20H5 10,1143 BCLL 0.0• Rep= YFS WB 0.89 H.UL) 0.38 11 Na Na BCDL 5.0 Com FBC2014RPI100] (Maur-M7 NbgM 2t36 FT=ZO% LUM - TOPCHORD 2x4 SP No.1'EaeM' TOPCHORD $budYM wont sneatnillp dlxtly applb0. 7-9,412:2x4SPNo2 BOTCHCRD Rid main,deedlyappliador2-2-0m bradng. BOTCHORD 2a4SPNo2'Exepr WEBm S 1R.at Npt 418.615,615 2-18'2M SP No.2 MT, Matmt d,bxuereaMlpuircN�Ou V WEBS 2x4 SP No.3 m InNalbtl tlunllp to a aedion,in acmN..wide sbNll[a REACTIONS. ) ]=1406'610,11=138]ID hlax 3-8 Mu Hors 2=142(LC 12) Max DpIB12=982(LC 12).11=9O(LC 13) FORCES. (Ib)-Max.Cary.Aeax Ten.-All faces 250(16)or bas except wast airliner. TOPCHORD 2-3=5 4209254,3J=539&3383.4 -2]2L1]20,54=301111]3],6-7=181611240, 7A1 Karl 2,18,8-9=2454/1503,9-111-251&1 M.10-11=VM1710 BOTCHORD 2-10=900815060,1]-18=1]228944,17.25-117=183,1635-11MI83, 1620=1 ]28 1183,1126=1928183,15-V=11=076,10.27=11228018, 13lZl228018,11-13=14 5 58 4 5 9 VeEBS 4l1p8=143812,41]=6851550,61]=3]1843 ,615=]80 ]-15l M111040, 2� 6 &505,613=191/399,10-13=30,95 P, � temi � EfVa E7-10;wnWrapn l ,Nrc>ne a=IOIonao�. Went; . MWR (enveoe)end C.0 Exb eam &MWRSIorreem ;i i gnp DOL=1.W No 22838 3)All patter ere Lf]20 plates unless Mervnss intimtea. *.• •� 4)That boas nes been designen for a 10,0 on,Coni onord lire load naKaMr,men[win ant Mer live bade. 5)-The 0,vMegreendesi0ned for a live load of 2001f on the bourn dlatl in all.. Itme a rectangle 380 tall by 280 wide an! fit between tas OoMm chord and any Mer memmre,men BCDL=5.OPsy 6)Beanng Wjdnt(3)2 mnswm peblle W groin v im uvM ANSI?Pl l aN4 W 9bin bmlula. BuiMing of aigner sant veMy wpadty yA� . TA F ofmatln9wrife. P �C 7)Provide a mniral mnnMon(by omega)Duras b mating plate cepebb&wibsbming 1 W lb uplR Mpid(s)ex ("b) jThum: re pa �a a etadasa�enenieu.le iMirmcamawMmn �buiSyaMdumd� s1m pawmrorwlywrdmlar ,2AASiS�ONA11 0" Wilding I.the respeneibeity of me beading 'I ANSI TPI 1 e.referenced by the b.ah,vide. WataiINTO P.vinrF Cart LNiak 050.W.R Cert 19134 Dve Parke East BN8 Tang R936f0 Os ' March 21,2016 pwlnaid for ewge P.a^were en RF•e•ore:ox rms<xo mavo.n wren sfMMEe.oI w--nnv.row]pleara<oae DlIstan ... . . u,eomr.nln axiepmoa^�e=ma lm�oe.a^I. oico^rv.w^w,a^rel.�ono..^.o.0-algia.m,IIe�aee a eard,em.eMwe weelee WMlnB tlnlB^e mmlmlly Pa opp4adYlY olaet nlnmmelmane popMynnll—It a vend lneavno11 oxarq regi mdnamayold1. o-rl—.,.,thJ-1.wellrvssvre0o^eIn rnuememomo^v. d—Inuemoeward,thl, amluma MiTek' e Mw.iee.'teel,,do n0-^e to n—d cCl 1.11. povlar pa.n..r. womlveomace. rw9erw�al9aplarcerepareMn me lobkoxm.ew�e,tlefvevy.erecxanane 1, t ,t V,l.vaM nwrySerre. 1fIR(Tl puNly Oawa.�>neM.d Wpna Genipon=w ape V.me FaX ease se.ry lewrer.e waaN.lmmwsparo xunlm..zla n.tee sm.l.am.3lz ^a.v.n31a. Jab T. T.Type f2ry Ptl s T4 Wp + itolalm R 9uYY5feaBwe, JfaHMx,FlBaZM )aW e5pA31N5µTM IiWMYS FC Mn Mv2t1ffiOID+B Pq1 T 1MI )-td 1384 1) ,- 101613 s'GeQHR�41DJ0iy%pzpMGT2IXOL5WalIwGlMz)nN1201®GWSETBTGxYlt2 1P0 4.10 37-1-14 N is ]-1d 084 5412 4+08 410G ]-1-+e ]b! 5m 5+2 516= KG 5 ) 0 m sea,I m i 5 W c • B 3 d m� +o it 2 W2= C +9 tem= 15 1413 12 11 M )m= m II m II m= 546= as II 55121NTON5= T-0d na lI 6>e P0-3-C)0.1-0 J 0}0.0-241.[17 0.}8 LOAOkNO(foam SPAOB9G- 2-00 C81. DEFL in (bc) Well W PATES GRIP TCLL 20.0 PWa Grip DOL tat TC 0.88 Valli -0.921415 aB99 240 5(120 244/190 TCM ].0 LumberDOL 125 BC 0.]1 VRUTL) -0.8] 1415 399 100 MTaOHS 10]/143 BCU 0.0• Rep SBesslnv YES Vr0 0.93 Hmz(TL) 0.18 11 has me BCDL 5.0 Code FBC201M1PGK07 (Metr'o ) WepM2551, FT=20944, LD�- BMCING- TOPCHORD 2x4 SP Not TOPCHORD SWtlursl vond SheHhma Odectly epplind¢2-3-0¢pulm, except BOTCHORD 2x4 SP No.2•Ex¢pY and!v rWsds. 510,615:2x4 SP No3 BOTCHORD Rigid mes,deemy applied!or 4&12 ac Dremla. WEBS 2x9 SP No.3 WEBS 1RowatmipP 1]-10,1416,]-14,614,10.12 MiTek mons meMe that Slebilizas,and reguirsdcrossbremq II ha� li�nstellel]dundg ¢ , ecacdm enwith Stabilizer ty Use on ouitle bseredbnN RFACTgNB. (IDbke7 Y-140310.9-8,11=13090AeMeniral Mar Hort 2a12](LC 12) Max Uplili 12),1 Y-284(LC 13) FORCES. (ID)-Max.ComP�Max.Ten.-All fwoae 25o llb)¢leu excepwOm ahovm. TOPCHORD 2-3=-2BOBH 650,3 =-201411]59,45=2618�tTH,SB•-233&1505,6]=210111400, ]-�t]45�1208,69.-198311238,610=2202/131],1611=12881>BB BOT CHORD 2-10=19 08 528,51]=3211595,16-1]=14518610,6184241688,1}14=H32M8]0, 12-13=1192/1970 WEBS }19e-400933,1]-18=14167-14 --381585,1418.-100811852,]-11=5]8902, 614=239At,614=3158 91,10-12-103V1028 NOTES. (tu) , Pu♦`` F�3j4a , ` 11 Unhale¢M mol lice tondahave lee¢mnaEsel]rormb 0esgn. .�gq Fp ♦ y-•. 2)Wind:ASCE]-10,Vult=13Qmnd 3 nph(}saGuam Vend=1mph;TCDL=1.2pl BCDL=3.Opsf,hot Oft Cat II;Exp C:E¢i.GCp=0.18{ ♦S�;•��E Ng'• ~RS( m allope)and C-C E5lenarzon (2) e;C-C for members and fwce58 Firl le � r don.shorn;LoEeOL ur D =+.80 plate `, ;' �- F •• PM DDL=1.fiD ` No 22839 3)P.de adegoate drenage to prevent water Pandit. 4)All plele,ere MT20 poles unless overy motioned. *� •:* M 5)This trues has been designed for s 10.0 pd bottom mord live load nwxn¢unem east any other live loads. {�# 6)'The Was hes been designed for eliye load of 20Cpaf m Me Wtlpn MoN in ell areas wham a rectangle 3 D Wl by 2-0-0 wide add } 6t baN.een Me botmm mom end am other members. 9 TA F 7)Refer to MideRs)for Wu to Was canrbmma. j Q•• 5)Pmeide homiletical coniroc8m(byothers)of Wee to beads,pleat coal M wiMstandng t W to uplift at ioimis)except UP11b)20333. % Q' ♦�• 90)ThIis mmean6Na0.Wbreedc Gula ua«pedasann inaiHEue build rel mnwpames reM MTnewftoilroaMumnam®e wllammraW ,,�A�Sii��NA�ti ��♦♦ pardealarbuilding items reaPmemil0y otMe Wilding designer per ANSI TPI 1 as referenced aides Wilde,Ime. All U Rm P W Carl kOFek USA fou.R Cert 663 Ea Puke FSR BNd Tang 833810 Gas, March 21,2016 QwMNNn.Wrxy M•V^P�Tn^'^�O a54pxetE50N rots.1NU MCY.V®Yi9[I6ErENfE..aEaFTm m.faYNMseEFOPEYSE DexgnvolofoB uu ony Wth M7W,Snn—tao.rnl,der ne weed 113 vol anonnMeaSh—trite h Won nowmm—in,no na-1,no,i ni ,,lem. ma r Ing dermur4 the opo•co WNofnaae n,nn—rd Pw oM— m. Ir lm ren o lhearermll wndmsoevd, a ln9^atim.damPa.ent meangminel.m�nl�nn..ed nnelo°�or.,d memceao Ma ddlionml ma andaem.onenim—o MiTek' sari hiwrema�tamtice�n�Fn,hnommmi�mo�xe.em�nla Wim aossma Pe=onouni.nnonaooa+v momooeaaen�Ieen n Igemne wI Tests FMIOPate nrlue.RsN1..11-1 SUXe 312 PBanonCvP.1dvassass W. - Job Twa Tha Type oN pi 90.1Y5 Tta My 2 t@>p]16 BiXweaYrbum. Jri xiY.FliIIM lMOtapAAIS WIM IMeMr,Ye tan isaMmossa+e Pass, ' lo:¢lcoos.zkmrtaaw.IDpxprnmopcvLma,ylncwncCHnplbolzrtucmmo .+fol aae I s+ i +5sa ztaa +40 49a wn w+a sats ,-0131 s„-v iin saga aTl say,:m.e Sa= 6m FIT say= e 7 s, as I s a ma 7m o p a1 i 1 +o T `a 24 a n 1]rj to +a ze nn 16 u _ m w +a m= _ ixu xn2oata= W= m= >r m= aw= Nam M= b= 9a0 la RV IN Zin Plate 0RaW IX YF R'02-1100- 211 ' 1 &2-01 Ug-MP,2A11103-00-1AI LDADING(Pp SPACING- 240 Cal. 4Di in (bc) Well tedPLATES GRIP TCLL no Pkh Gdp DOL 125TC 0.85 -om w. 240 MT20 2441100TOM 70Lumber DOL 1.25 BC OBS -0.081&1. x501 1p MrzOHS 107113BCU 0.0' RpSBsaalrlw YES NW 0..5 ) 0.37 11 Na rda .CDL 5.0 Cade FBC20147rPR00] (MetrMJA) VJa,M232b FT=n3l, WMER. BRACING- TOPCHORD 2x4SPNo.2•Ex aW TOPCHORD Structural aided sheathing doactly applied w 2-0 oc yud'na. 14,9.12:2x45PNP1 BOTCHORD Rigid calm,directly apdied or43-0 ce base, BOTCHORD 2x4 SP No.2-Except• VVESS 1Roxal mldp 410 2-19:2x8SP No.2 MITearemmmena Out SkOYMSN an mou"had oma pedal WEBS 2x4 GP No.3 be boalkd dudnO true eremwl,bemxWme wlm SYaNI'vx REACTIONS. (IXabe) 2.140X00.,11=138 M Mex Hoa 2=136(LC 12) Max Upli02�U(LC 12),11=J30(LC 13) FORCES. (b)-Mac Comp.RAa.Ten.-Nlfw®2500b)or kea excegr?ien ellen. TOP CHORD 2-M,541,1113256,34=530tH 3 ,45—ndb2i 85.5b•-18]&12]4,&7=16 0412 28, 7-0=1801H287,&8=21541583,9-10:iu 2 lS0S t011-S Q1710 BOTCHORD 2-18 nll7/5055,1&18=1751A1008,1&2 6=12108244,1 7-20=12113 124 4, 17-27=12105244,1&27=121082M.15.16•-71341681,1&n--11418110. t42N-t144811e,1&11=11418110,11A3•-145X2467 WEBS 410=1305/223-0,410�fi6I530,&10=3619Bp&18•-78X507,a1B--- MSO, 7-15=32X5111,8-15 1487,8-13•-1621x67,1013=3011i3,2 Use leads IN.been or MI.MINIM. 2)Wals�eipa,)Nand cc orr(j2)j n:adr°e�W melte ishoD%�.a Mwras or maam.Loci;Il DBad, iabpass, `.`��,3ENgF.y'y lop DOL=1.60 3)Provide ad,.dram,to prereN vmn ponda, No 22838 4)NI pates are MT20 phase unless 0therwies indicated. *:• •:* 5)This truss has been cesigned for a 100 pat bell MON fire bad mncdnarani aiah any other lire leads. e)'This Wss nes ben dedOnm bre lira bed w20.lpdntlla bottom Maid in all areae wTerea rectepk 360 tell by2a0aside WIN -9 •the M beNreen Oro bopm MON am any door men0au,tyth BCDL=S Opal 7)B M kpii 2 co den p mlW w groin value uwn ANSA Pl l aW W b groin bmuls. Hulldic,desiOnerMouldreNy epedry !:I •. TA P ,,� of been,suffice 11 8)ProNdes mechan'Iwl conninnon(by otlren)of doss b bmlinl petedepeble 0 MaukMlnl 100 lb uplift M joint(sj exact at=lb)2--350, �a'j s R, 11=338. a,I S� a •�.� 9)'sami-rieia pitchbreexa including heels-Member and Uty lump vas used in the Memos and design or this ova. �iT NAI a``� 10)mismanl duredprmuO,sdesignmaanlmirldualWildiMmmpendnl Thesui+abilMandusw eofmadon, anniWam I/r111111laaa particular building is the responsibility arms building designer per ANSI TPI 1 as referenced by the building code. NNAer p.ran ff No2289B WO USA.Im.R Cwt 6631 Daft, Fact Blye TampaRS16f0 March 21,2016 All eat c-nnyama•n.��•..,.,�eaaa0a0>es dxnnnsnrronxnwmnrann weearrnarw.+owromeswauaa b=oI.wyag=a iredqmni,i�pds:BluonFae.e=d�gelwo�msu,lsa®r nw,,eFdryn,cai4c11r�4 anaoIn,9p=oceepv:eren=l=�nollb.m,pCexrfaaileepnl<rh�llnmpllole�tivdllaraldeldplvllonndsoN,m,u�aNMbnwopogctlma/rvmdpapclheownpreetl:rornmey.mmu,mo�onpdeoa.nwrno-Md��•wa=aaid gnaamees�=Bo^mcoPlo=nmaemo. tn ,xTekuurgsremlg—...mwiti,ti,e kGialon,stamps daFery,pec,pn anO boclnp of ryuser dntl lrvuryalen¢.tae 1y31�1ry puelly CMMe.Da4a>mtlaCSl auatlnaCmmpmM mh Payssin, SD••nyFtmwXm avalbde Famlrvu Pble ln9lmle,9a Race SM1eet Sulre]IlekxanMe,VRa2ll<. Twp0.ya+p - 3m TMz TMaType Fall,qyFall,Tfa 1WiXIP01M. 1 hostile Mita RY&W, JtlerMY,FlffiM iLW Pap3a.1.eae YWFIw,Irc Nm MGN 1]'L['IOmla Rpt 1 Ial)BSXIp%kELIpu0MDI0ry%pz¢/aNpvTUI(EIbG4JIFgGIum(liNyyyypBMZYOz 1i0 740 fiat Mtt-t 9M1a 4pL0 1i0 i-0'0 641 6i3 6)3 bib eyt Sob=Inn m 6b shi = = S13 L4 I She= Lrl Ii M8 = LM II 3 'd ]i b4 ]a 26 5 617 se a ) B W 31 an as ]4 M 10 y1 2 d 18 se 3i as 1) al 16 40 at 1642 Al 140 13 45 al 13 . 4S 4a m 11 ga, = yq II M10 M2oXS= 34 4a= 5411 Me 4a10 F1i20X5 = im11e, sa-11-16 ^�5I 3NN OGeeb IX YI- 13'0.6120.2AI LOADm GN4 GRACING- 2-0O Call. Ims. n Ibc) VMO Lb PIATEG ORW Tea AO Plale Grip DOL 1.25 TC 0.99 Veal(LL) 0.89 15 >782 240 MT20 24I/1W ]CDL 70 Lumbp DOL 1.25 BC 0.72 Verm) -0.991615 M65 I. MT20H5 18)&43 BCLL 0.0• Rep SOess Illy NO WB 0.69 Harz()L) 0.20 11 Gra Na BCDL s.0 Code FBCA14/IPlaf(F? (Mabbl4.Q WepM:3991b FT=20% LUMBER- BRACING- TOPLHORD 2x4 SP No.2'Excapt• TOPCHORD Sbudaml aaM treating eirecty appeal, arced and metals. 9 ,610:2x4SPNo.1 BOT CHORD Rigid calling direMry apoleg or 65.8 m grading. BOTCHORD Zoe SP Na.t VIERS )Row atm pt 9-11 WEBS 2x4SPNa.3 REACTIONS. (Bmi t1a237Wewanba1,2=235110.3d Mex Hata 2=115(LC 8) Me]UpIM11=1261(LC 5),A115gLC q FORCER 0b)-hili Colnp-Max.Ten.-Allbmea25011b)ar Nesexcadwhen sheen. TOP CHORD 2-3=51644894,3T 74=974,U-211-749&n&74,23.24-74W3974, 424=]430139)4,4.25•-7438)!974,2526=7438139)4,528.443&3874, 58=743&3974,62)=-725&3858,27-20=]25&3858,2629=-72!58rtM , 7-29=725813050,7-8=725&3855,8-30=T2s 58,30.31=725B/36a6, 34-32-725&3858,932=725&3850,lg-11-279210 BOT CHORD 248=2504blai 1636=2505/4702,363)=25094702,37-36=-2505X702, 17-3(=2505X702,11-39=)357/8206 1638436]/H2Of1,1640=)387/8206, 40.01-4387/62061541 JM7/0206,1642-4387/82116,42<:1=436710208, 1443�387re208,U—4367,8206,13J4-4367/8X8,13d5a-z4404s92, ` ,alai p 3P e44 41 4 4548---244014s92,464)=2440/4592,1247=244(/4s92.12)5=24464592, 4 MBS b18-223,419.i171607(dO be,/411=703536 4=88U431,6-15=0nuM, �``��0jE FjN,,I 613=1039Is57,1-13=-825Xe1.913=lsssrz822,912--aAeI,P11=491912630 `C VAC ENs�I•�• Ni (13) No 22839 1)Torywub Maonneceellovis -1 nota at0-0-x3�reile eafdlowa'. • •.1fr Tap dlpaBWnnMeaas fOlas forms: adat Ca. Bolrom moNs mnnemetl as ial-1 2x4-1 M n 590 ou weea wnlxclw as rollmts:v4-i mx e16P0 pies, Z 2)All lazes ere wale been rovide aodlee to all onlylexcad tnoled ea r(8)(F)a back(B)face l ere LOAD CASE(S)axon.Pyle dor nneented hoe,been Provided to eisidba derec!for rare Otee m(F)a(B),unless d0emve iMicaletl. o 1 3)Untalented ASCeroN I;Vet,13naw been mne'Igust) aW=1aespn. �I� R . s)vme m(envelope, ere nace r wewM �pp DOL=1.00 TCOL4.2paF.BCDL=3.Dpsf,h=1 M:C+L II:EV C;EM..GCd=0.t6: ,4IS .......... er 6)All plea=are MT20 dates um.otneness inpbelea. Welbr P.Rm PE No.221139 7)This was has Men designee for a loo pO bmbm chore live bee notaxameMwiM any other Me been. Will Usk W.R Celt 6034 6)'This truss nes Men dezgnedfor a lie,lwtl Of 20opaf an the Notion mea in all areas where a rectangle 343-0tall by 2-0 afee Will 6901 PefN las SMO T4tm9 R.WIG M Mlween the baMm mak BM any other nwmMra. gm: 9)Refer to girth far Musa tow®contracting March 21,2016 Continuseal on me2 Q MwPo4N0-wrh azlNn pranra�a N gFAp!gra ox ilXe aro lNaUOd Nita ae)EFFAYS v4oF aY)Ai rw.lotlaOle aEFaFE YSa o mala ib,aa—Nvlln INI¢4Moonneclm.16—arB child-NaPan Mramelednown,aM a roan FQrvbaol awalne comoaani not m.Benen aallsne idni cantranhlndtand oaerr aramenlu meatow^wMmwrPwmehnvaergn Inra rhe a ema 1111 ar,n,tlner adtdlarareaa rraliat lepasmin rinarvl neardan Band cnwor am4n r/. assaialremacroryana Fcnwnenl boclne MIT6k' lea rw:geNN ane to preremcciag otnrn povld i pw»na11Mw and K710amope.rww 011.19 aaoncerepomsng Ina bNcarbn.iramBe tlafvery,eraclrn ane beclna ola8N L-Slrvnryarma.aee .µSI/0V M14011aAe,m4M ma]CSIWgnRCompwrl amlgA For 9,y SeMYabnnllu wabde Fomlrus Pole In01INe,RIB R lee Sheer,Su11¢]I2 nknantl4a,V4191<. iaR R]NIp ,1rd Tmx Trvu Type PM 1R1Ntp M4155 Ta 1WFXIP WR[ER r5 Poflnnvu Jtl¢nMa FlDaY 1LApreyN1015 MIMINIYiw.Iz. Mon rY I11]]]:1DAta Pq3 ID:iI61%tN%MEZHIW9kD.l01y%pxµfWNOwTIMElw1¢tlJIFciWumfA(N.b'bRLtBR15Y(k Ni (13) 10)Pinsele Mechanical wnnecaon(by Mbls)Mhusa o s erin0 Wale capable MwEbefabllp 1W It uplift atloinds)except("16)11=1281,2=1180. 11)'Semlago Wobla M induding leets'Nombr and fully 11pb1 wan used in i analyas end deagn of Nis Wsa. 12)Ho11px(s)w ober cpnneclw Eevim(s)cell b plovide0 auR'acro wppal mrluel0aletl oaE(e)1201b bvml eb 292 b up H 7O-0,8516 dwm all 13001p M 9412.85 IDdownand1301bupn 1t412,S51bEwmend13010.upN 13-0.12,8516Eosinend13016upat 15412.851bcd ab130Ibupsd 17412,851Udoananc:1301b Ip at 19612,851bduanall13l)l upel 21412,8510damnatm130lbupM23612,851bdarnall130bupet 25-0.12,BS lbddm and 190Eopal 2]-012,85 Mdwm and130IDupat 296128510Eamnall13010.upN 31-0.12,85bdown end 13016 up el 33612,Obdo alllMlbupat1 12,a 05bbenend130bWe 37-0.12,end05bdownab1301buPat 3&0-12anopc ,ab207lbbanend113bupM 7O0,4910.downal 9412,49101oanal 11412,4916downsl 13 12, 4910 Earn at 1&0-12,4916 Eamn at 17-0.12,4911 do sr a 19612,49 b Oven at 21412.49 b damn ss 23412,49 b b55n of 25612,49 b Baan at 27412,4916 damn at 29-0.12 49 b Eodm at 31412.49 6 Eden at 3}0-1249 b dwsn el 35612,ell 4916 Elsml al 37-0112 and 48 b Omen et 3&0.12 m bodoln Mud. T1s Oesann elecbn of such conntlon Esyice(s)is be lespolnibiliy W ober. 13)TM panulauurell plabu is designed as an ibiAdual Wilding dstlponeM. Tb suRebiliry and use Mbis mRpolroM for arty paMwnr Whi ft is be IepmNNlBy Mlle Wilding designer per ANSI TPI 1 as lehlen®E by the buioing mtle. LOAD CASES) SlanbM i)Oead*Rool Live(baklwe0):Wmber Inueese�t 35,PWe Illamee=1.25 llniole Labs(Pm) Ver:1-3=54,310=54,11-19•-10 Concentrated Lobs pb) Val 3=128(8)5=85(B)18-20](8)7=85(0)13 VdB)22=85(8)23�5(B)24=85(B)25=05(0)28=05(8)27=85(0)28=85(8)29--05(8)30-85(0)31�5(B) 32 05(0)33=-85(B)34=85(B)35=85(8138=25(B)37=25(8)M=25(8)39—VdB)40=25(0)41=25(B)42•-25(0)93=25(0)44=25(8)45-25(B)411=25(8) 47=25(0)40'85(8)49=25(B)501 jig— f—io enl9n RvamusDCOu AEloawa9om res Iu Onix wmam%ar ar�xreMf8Msa4Ilm.laa jidiri FO/Mwa ce:iav va3e lvBuu vnb v+ln ielIDconriMm.tnvtleflanl:h¢�onN ulwn pvomolaf slwrm.aM'¢Isan ovfi'avN bnatl�componenl.nN sseelem. ewe e.IM eu115rq 0eY]nr mon vMh me olmlmalry olan'q IA^n¢Iaf orA pol.+�N llun—ole h 19^Imom.vvtvol e:9n.e�m9 me�maama..enl aucMrp al mama,m mil:..Mammo rnorememm.erm� alno„m lemPwan ane Panwnanl wcire MiTBk� uo��requNeelw neatly ane to pe.em coWwer.+ln po¢Inwn�naliMw am woaN eomwe. eenaolauaarcere9aramv lM I o Iaape. anns.ereclbnarM M1adrq olhuaeaane M¢syslana ue�M/IMI(ally CMal6 paHf¢MaGV Wtlie G¢npenea Bali Peme eBlW ]tlM/IMwabde n�n aamin¢Rale lmXlNe,]Ia N.beSheet 3vile 3l p.P MM WW IDII. _ JpD Tmm Trvo Type Ply 9fe}L' T1B NNNB t 1RMtt �aril�q' Jeimil,FleIIM ]HIOaP pN3m5MTM IMYaF FC Ym LIrRI RR211 Rp1e Fp1 I D:IZB9ltb%MELIqudDl0lyNpze.]p W DGNSYITYmYpRmgTE3DF W 9 W BaUGgwYRM Wt4 pea 1616, 110 a4u 433 >-to-, Sf•b.1:T13 "low �= ad- 59= Ras ase "I= SY apo tea 4 5 B ] B B tp .1 S y1 R d 17 1a 15 14 fl 12 11 dN, w- = h4 11 410=ya 9N - 61114 PWO Offsets XYr- R'0.0.0 -0I 14'6300.211 LOADING Ipa0 SPACING- 2-0O CSI. OEFL In (bc) Vtlefl W RATES GRIP TCLL 20.0 PMM Gdp DOL 1,25 TC 0.99 Vatl(LL) -0.411415 NB96 tb MI20 24mw TCDL T.0 Lumber DOL 1.35 BC 0.90 VMQL) -0.811415 >59T iB0 BCLL 0.0 • Rep SAW,1. VES W'B 0.98 HWdTU 0.21 11 Ne Na BCDL 5A Coas FBC201MPIZ (Matrbt-k1) VNpM 20.50 FT•3014 LUN6EW 9RIICING- TOPCHORD L9 SP No.2 TOPCHORD SUuMml a'ootl akeeming CirOctly applied, except and Natrels. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceilu,c1bdy applied pr 9-26n badn, WEBS 2x4 SP No3 WEBS 1R.at midpt 517,514,SI1 ,M,T remmmerpa mat Sbdlixen aM required odea btaOV bel" Vadum Urns eretlbn,b earadarroa YdBI Stadlizer REACl1O165. Witte) 11=12WSc1 ucS,2-13]1,-38 Mm Ha22=143(LC 12) Mm Up1i81Y-3851LC 9),Y-M1(LC 8) FORCER. IID)-Mm.Comp.IMm.Ten.-All fame 25011D)orlma mnPt WUen sUvin. TOP CHORD 2-3=-3]6111598,3J=25111459,45�-234]/1401,56=3258,058,&>=32501859, 7b-325O1B59,332501059 BUT CHORD 2-1]=16012490,16.1].-194,3348,1s1e=1812/3399,1415*-19429349, l3lP12412193,12-13=12412193,11-12=12912183 WEBS 41]=300634,31]=1205603,>-14=00307,314=88&1108,9-11=2acdIM0 NOTES (9) tl WinnAWE nd rootlivelredshave beennrnbern bW=101abn. ♦ P�Eapk9TT N�.. 27 VAM:ASCE>4P,)and C-C Ex(mi(2) B;C Ve rder hers TCDL=4.2psf,BCDL=3.Opa(h=1ft oCatar,Ik ndh Q EnG..GCpl=n 18; ♦%! R p !" MWT OL-I 60lapel end C-C ExbrbR2)zore;C-C Mmembea entl fa®aB MWFRSMrmctimsaUoxn;Lumber DOL=1.8D pleb ♦ V .....: / 3) grip edleq m dmina9e W transient Wabr ponding. `♦•` `�,•��C ;'{' 4)Thistruw Mss ndesigned1ora10opNbotlomclwrtllivabedmrmwa tWNramolUerlimlmde. No 22839 5)-This brss has ben designed bre liwbadof30.OpOn9b bWorh tlrad in eauma MnnaredenOle 3 hall by2- vmdevfll frt balwcen me Codom chatl aM anY aper nrernben. *: :* 6)Refer b gimerts)for truss b awe cnrndina. - ])PDvidMeb amxlnnial WnMon(by Mn)of adds W Madrid pl ®pof eble Wlmat irq 100 IS upliftathminks)axwq(Mid 11=385, B•0: :¢,� 2=east �9O DTAe)2=361.pMD9ohbmkaintludin0heels'MemOareM bBy motlal wm wed in tlnareNas entl deabn ofrata boas. 9lotldlrroaMe aPmmibulgcftieuililein9eMWWDerAMSlrTPlotree rrenrl bytlelbmlWiMr tnisa,mponemmramlJerOader "i' S .......... p1 PU.�`,.♦: NA%- one, YJMNr v.hb FE XS.Yffi9B IMfek 050.inc.ft Cw[65M PaOa faN BkLd,TmppL SM10 D N: March 21,2018 �WNRMNe fwM1 Wqn pIn,r N.NnaItm No]eanTMIa1 INCLUOFD MIm,N 16 REHCE nd,,YI-i d1i.16de10,aUOREwE ra »o�v.,II isid, �ecr«..ma e.dBne�ae o�N wo<mmme�ers.I—.Ind,,r«e eNro�e b��a��e,mwn=nr.�m iuv mB eepnm mmr nrMl meaFy¢anTryor ceng�cwsrelersane wo^p.M^capwme mkdabN mro rro o.emu III use.mew so I]Ingvessign. Bracing lnd¢o1M6io wevenr wcYng or lnelvvruol lrw we0ane/orc0wtl me+nRhs h�NatlTonel remptoyaM Lamwnenr votlnp od�r„<e��ee l«,�ewna�e le weve�r eeirowR�e�r>od�a<ceNeNdimlw e,w wepem w�g<. ee�W�dlBdaond<r<wnm n< MITek' r«aee.eeWm.<reerw�o.a aaemgmm��e�e n�e.n,�,�...� ANslrrllomM ee.4.,a4al mesa mat«npm.e en1p.M Fr>.e. saWry lnbrmeym o.eeoarmem.N:<vm.mnwre.Rla N.reg srreer.s.ie slz ue.onme,vn ml.. ta,mtin aorta Jpb Tlw TrvesTrye Db PkJ le2A]D gpy5 TID WI @YMSP FN&um. JdumIY,Fl53iN 1 ?eb.bpA3p15MTM IMMMP.Iee Mn 1Y 3115L:11 XIM Pkp1 ID:iZBVILWCNEZHRUOkPIgy%pxq-]plN0GN5nTTmTpIbmR]C]LFNm3u1BaU1pmY1W t�0 t4 tt-00 I -ts 35414 Y'bts P 110 Sop 53J ]J-0S ]J-15 74-15 7-74]-]J Sell 5. II 4 5 8 ] 0 3W� MIO 3 0 1 1 1 3 I� 59 R 11 10 ever— bO PNEa OBMeI%YH R OEtlo 1 I 100.211 ro'OJ00.2I1 ro'0-25E I LAADaw(Ps0 SPACING- 200 CSI. Di M (led) Wa0 l PLATES GRN TOLL 20.0 Pbh Grip DOL 1.25 TO 0.75 Vari(LL) -0.3011-13 x999 240 11,1120 2441100 TCDL TO Lumber0OL 1.25 SC On Ved(TL) 4.67 1315 aM 100 SCLL 00• Rep Strw 1. YES Ula cast Hors(IL) 0.17 10 M " BODL 50 Cafe FBC2014/rP1200T (Meb'a-M) Wai01tmis, i,raM LULlER- BRACING- TOPCHORD 2x4 SP NOY•Excapr TOPCHORD Senmlmel wootl slleelhilq directly spoiled or 24-0aa Puribe Manage &9:2x4 SP fall end verbal SOT CHORD 2x4 SP If BOT CHORD Rigid coiling directly applied or 2-2-0 oc blatln g. WEBS 2x4 SP No.3 WEBS 1 Rower m'Idpt 5-15,7 11 MiTek lemmmw is Met Stebiloen and Ngused cmas leading Oe installed tluri19 true.enaplimr xmndemm aden Slebllisn II lde REACTIONS. (Notal 2-13] 3-11,10=13TIlMegleniul Mex Hors 2-104(LC 12) Mar OpIM2=-344(LC 8),10a-310(LC 8) FORCES. (Ib)-Mex.Ca .Nu,Ten.-Allbrcaa250(lb)mlemexuplwhanabown. TOPCHORD 2-3=2'/891851,34=2433/142.45=221&1316,"=2)3111M,84•-2]3111830, ]-8=1]53'1103 3B=195&1112, 4=15,0 BOT CHORD 2-15= 1R 211],1415=-1548^P]0.1114=154&2]]0,12-13•-14441'180/, it-4�-1444I2804 WEBS 315.-3281350,415=-291/592.315=TI44403.]-1342298.]-11=10081449, 311=1144400,311442H839 . TTT NOTES. (9) OAIF-R BP whoderned!he him design. %N 0! wlive mpn( mmeVesdaOM1;TCDL4.2paf,BCDL=3.opt,O.18R,Cat.III Exp q End.GCp=0.10: \Q4F4j�i ~RS(envNopa)and C-CExteriw(2)mrle',C-C forirename and fiencea&~RS son rmrlions shi Lumber DOL-1.N Pass Blip DOL.1.e0No 22839 3)abanda etlmmle drainage to prevent water ponding. *:• * � 4)Thia Was has been designed fora 100 pef botbm chord has bed env o01er live Inds. 5)•This buss has been designed load!IN20 fora live loa .OpefmMe sabotm«a in all armsvMenee mpalgb 3-09 bel by b00 wide will =9: �= minMesn Me badnm mar and any otherrmmlear 49 TA F 6)Rees,W gmbnv)for to-to tram conmp8pn's T)Provide,memarnral connection(by often)of Was to bearing plate capable of wiMefanding 100 to uplM at joie)lobster(ll=b)2=344, 0•. � 9) d Wilding de Me popm udisliniq erve including �esening phass"Writtennidandp lbuMotiMi�r ANSI TPIItaimeanNmmlThcaedMNelo ie ot"a favaidef ons read,for and design mul�lrlwnentmrem paNcdlar w'hall 1� Sde �pNA . aO�,, WaNrr p.Rho. .Car68 MRN DSe„IM.fLCeR X04 Parka FM Bim TraO R 51810 March 21,2018 peen ow-cocam w.11w.eonn Mello The dev,ff ale 1w10m Merl,mavowca o11 r]4nn..lwvmeaerofL1Na. a tow corm amob—,]h w]eon,n umta thebraeonNconmm�l nomSnwn.andIvlaan mdiubuolWbmpcomp�nenl.roe Iruv mlem.ONc use,IM1e Wltlinp daidnsmua way the apprxdihalemi9nrolorrenane Pcgl/I«wp�ntoroadri9n mlo lKoraol bu,kdpeaven inB IMCWeeulo pavan Wckbq Nlr'dMdualhum webone/orcM1ue memMnonN. eeMbnalhrtpwryonis pwmoneniboclnp ( k- hama mpuree fornalh p and mg bev+m lar poapawnol mivrw y and opMmo3 y eae faga^oal9uiWncemgnmry m. Iablcelan.nw9e.den+ry.e,ecNn one bacm9allrvwrma hucevnem.. AN IP"Gully0raMMa#eutla freave enrywlaw BW4RRaEMaa. SWrlMpmtlbn wobble XwnTrua Pble lMtlule.210 N.lee SM1eee Srlle 3l R.RYnanMa.vn 9_tl<. ]arlq,fL 9m10 do Tws Trvn Type pir aoR'ns m Hv 1 1 Tezrwn B efi�M Je4e141e'RffiN 1DNeaep3B—eamY,adm w,It y ,aaaai1.I draom Pq1 4 Io:ze3rLnwaBnnwkD.ay�eBansecws]ImxSaRIH<_mGerowloEEeGeznw 146 sae 130e 31noe man ase o 14-0 4ad a6e 610! 610-0 N-14 Nt8 SeM=1]48 •2„M Vt .*,e* .12= m 11 m= Ne= en n 4 5 6 aH s e m� me 4ffi% a B 10 � z $ ryry to u u Is n n L 7614 NTiN9= ea= Le= m= m= ax4= 4x011 M= &CO n Oda - ar PMb OSeeb IX Yf- f22-?30.241 R'0.2-11 O6i21 &'088 2-01 8630 Ed"se l G 241 f1o0500A LOAolNolpefjSPACING- 280 CSI. DEFL. in (loc) Wee Let RATES GRIP TCLL 20.0 Pleb Grip DOL 125 TC 0.84 V (l3) -0301510 >965 240 MT20 244MW TCOL T.0 Lumber DOL 1.35 BC 0.94 Veit(R) -1.03 1519 x470 1W MT20HS 197843 BCU 00 . Rep Served 1. YES M 100 14.Z(TL) DO 10 rde M BCDL 5.0 Cade FSC=lVTP1200] (Matrbl-M) Mli'mmD F =20% LUM9E SRACING- TOPCHORD 2x4 SP M 31•ExmpY TOPCHORD Svuduml rood slledhin9 Mai applied or 3-2-0oc purine. 7-10:2x4SPNo.1 BOTCHORD Rigid miOry directly eppliaU or 2-2-0 w Madre. BOT CHORD 2x4 SP No.1-Except' w n 1 Rmvet and t 315 2-16:216 SP 11o.2 &Tek mwmmeMa Ott Stbiltet an0 WEBS 2x4SP No.3 red"d omu baorp SLIDER PgM2a4SPNo31-0-0 be indalkd during truss eredlon,in a®rderce wth Btalwhea RFACTWO - pwrize) 10=1269tts3-0.2.138]10.9-0 Mu Hort 2=114(LC 12) Max Uplif110=295(LC 8),2 13(LC b) FORCES. (Ib)-Max.ComPfilax,Ton.-Allforod,250(lb)ar lassexnplvelen anwrn. TOP CHORD 2-3 WM207,3 2nW1592,4-5=29111]90,58=-2IWM,6-]=28131]90, ]-8=230013]1,6 2421/1453.9-10=51810 BOT CHORD 2-16-3128/513),1510=3DON490B,14-l!5-1341424193,111P1341R493, 1?t9=tt08r2109.11-12=110&2109,10.11=124X2150 vrEBS 3-15=-241&16]3,0.15=12&459,4-13=2839)1,513=-548/4W, ]-13=s2anoo6 NOTES- S2Wed: A7-10;Vbean (�ndl gust) naaerea amd=1a.h:Nao .aMwCDL=0 :ftCtwDmGpia018; le*. GF 14-s" 11, Nc � m� rnao� rDO =i 3)gpriwim.Og10r1e areiro9e»prewm w.rer panairl9. No 22899 4)At are MT20 planes unteas ollwrms, s)mutmnnbeen deaenee»ra laopsr botnom chord live baa nancannrrem with am amer live Inas. _ * — 8)-miavunMebroeenchi9nebtaan dinner dOr20.Opaf on Me boMm Mwdin el armswltrearegan91e 341-0bll by 2-0-0w»awill meq; 'Q-= rn benween Iha wmm nwa am enr amer rr.rnode Zp TAF 7)BanMMd t(s)2wnaldempmlldtogmnvalueusiMANSI?Pllengb»gminbmula. Buidngdvel esigneranwldilynpadmi, ofbeerirlpsurlem e)Provide nerrou inn connection otbere)ol Was»bearirq pMbnwbbofwiNebMin91001bug6anidngs)except OHM 10=295, �9i R1 2=333 • g) -SarID)TFwan mIt lrcluding NWW'MenWMendluM1mWel r elwarea ea used In Me l, isand Margin of toma Sma. ,,w�Ss�ONA'(`0`� pmdudbdeagnedesenindivduabuil6n9a.1n t Thesunabilityarlduaealniacomymem»rem 44` pariicularbuildngisMemspwsidlmdti wadiWq gnw Mr ANSITPItas Rteme bytWbuiainewde. %yN1PRmIRNo.2ig99 Mitek U1 1.R Can NDel 6904 Paha East BN1 Tampa FL 33610 Data March 21,2016 Qw,wrxm.arryw.p,P.,.sn...lwxaxoxores oxlms xxawnuoanaorex neaaasxce vnnra]m n..r aside" soxauea. . oeean,odbrowo,h,•x Moteee e,nneerm..m.,d-G xm,eeonf,�x poromeren,eo.n., axles imrxonoleniamB c,m�nem.nm a�u Snrcm.Berne uK.rn name eeeener muse lexN reed r<,o�ry a . p„omeren one nip 1.00r etM seep.imo lxe—oa ixanBee,an. Gotan9,^�dl.10 Vwent uerne,lrndnm,,lx,,,.eoonelorxn>dmemoeeoe. aaBionallm, „aoermonemwmnB Mitek' a ower yxrce ltrnowh one m Pe�am,,lewd.-mn posslae xenonoi mwrv,na w„orh e,mooe. �-Benw,i a,aona repobBq n,e makalgn.slogpe.ee�f�.�Gbn,ntl aocine ollrvue„m mio,veem,.,ee /,xamrl o,bNen.ny ne.nona eCS euanB ewFu,.s Tame, aenalw saM/InbnMu w, mmss Pare lnrfirule.11BN,lee Slrtpl5uire 313 Pka,nero,VP 2131 d. FL 20610 bE Taas Tar.Tins, p" TaZM14 yaJBS ]3] Wp 1 BIN•a RY9auo, JrGUMe.Fl>aM )at0e8pHAte Af]M Ypubh.MC IMWr311a9:13A1a�IduPp•1 ID:Iz�cwxrFalRUIrnIDlr>ceosNwavrwsBenrltBmio.MuioazluwuPmpwrpu 4]-13 1s00 9 0-hous 3661 94110 4WU �11e� 43e 5+1 SH ices 610e s]-14 i11a '.a, Sp0 13 yB 3.e 3Y= 3 8 ) W m 4 B 2e1 II m a + 10 � a )g 19 19 14 19 13 11 C 4ie aft ]n49)20115= 9D] 13 I � I 3esa I n-]a I PIM v4 -10 4 5.0. 1 0.2 12 LO/1014(a(pQ7��. 2460 CSI. DER m (roc) Vtlell Ib PULES GRIP TCLL 20.0OL 1.25 TC O.B1 VeR(LL) -0.501518 �B66 240 LIT20 2MI1B0 TCDL ].0 1.25 BC 0.89 Verl(TL) -1.20 1510 s409 10D LTI20H5 18]/143 BCU 00- w YES -N8 O.Bi HCN(TL) 037 10 M N6BCM 501M 1=r (Mendip Wrinigh 07m FT=2016 LWBER- - _ GRADING- TOPCHORD RACINGTOPCHORD 2x4 SP No.2•Fx+apl• TOPCHORD Structural E1.1ty applied or 2-0.2 od pudM 7-10,1J:2x4SPwA BOT CHORD Rigid wiling direly applied or 4-39 od firsouni BOT CHORD LISPNopC.1-ExceMiTek rawrtmeMa met St+oilizere+M reguired+ross meting 2-10:W SP N0.2.12A,t:2x4 SP No.2 ne insmlkd dudrg trwa eretlon,n xmrtlen at im Sladlind r NEBS 2x4 SP No.3 SLIDER Right 2x4 SP W.3 1B REACTIONS. ponalze) 10.12)11018,3-1385N38 Mu H.2=124(LC 12) Mex UpIRID=2P(LC 0),2 t](LC 12) FORCES. (m)-Mex.Cary.SBexTen.-All rome9250(In)or lus mwpt alien shown. TOPCHORD 2-3-6357M149.54=5322n,2W.d5-2476N 500,5-8=242111554,&]=242111554, 7-0=22041333,&8=245311488,9-10•-791A BOTCHORD 2-1E=2B5l5001,1518•-172112629,WN 117SU38,13-14 11754=38, 12-19=103011887,11-12 10301168],10.11=12042188 NESS 4-10=-137!2271,4-15- 011535,515=2581533.&13=1519 0 8,6-13424918, ]-13=392853,]-11404308.&11=2414]8 2)WM aASSCCtlE)r7-10;Vult=130md1(3- w gus�Vead-=101napll;TCDL-t.2psr;SCOL,30pt,M1=184,Cat It,ExD C:Ends,GCd=018; �� V��C E W gdO 6D gnp (erndop)anO CC Fxleriorl2)Saw;C-C for meiMers aM fa®sBMNFRS br reecEow aM1wm:LumEx DOL=1.BO pIaN �• V� SF•'.• w�i DOL=I 3)Prwideedegwle Miwgeto preyed .indndlnB. _ No 22838 5)Th dtlu ere MT2l designed 10.0eu indiParea. *:• •:* 5)Ts'6Wulosseenn delsonarora10optIo f20,tllard Live Iwdnwmlrummlxim emdiner Live Iwga. - 8)•TM1istrussM1es peen dea8wd br+live lord d200ptw me nWrom cM1atl in all eros wM1ereererlenBM 38D m11W2-0.o witle will mlretween me ronarn cnud alta.ny onrer nwnmere. ^9 TAF 7J BYrann, dstation. naMre prellNroOrein valor utilg ANSI?Plteigbmol�in romale. Building designer elwultl ver8ympdy O •• P • �• 0 tor 0) mviteNnachustwl connection Joy others)ofuusa to nearing plM wpb!ofwimMndiig IM lb.NM adpinRa)axwpl(rIn)10=2P, aaa� S •R ..: �BIdeM pAdnonsisinuw'Inp seeIW Mameer and fifty morel ares uud in ma analysis and design M this sup. ,884aS,ONA"�„L�, 10)TM1'Is menutaclured pmdua is deagwd ea en indiAdual building wmpnwM. TM wilenilM and uu d mid wmpownt ror any prowler Wiki�g'6 me responaidlRy ohms Cu3dinp de.igner wrAN51 TPI1 ureleremxdMme WiMlnO oda. vials NpF Xp.22B99 WALAk".sLGd6634 901 PadeFY Nod Tampa Fi 33610 DtlR March 21,2016 Q on... r—r Pwwwwewa 1xa a+pacuroB+ Psu >n> sea7o+swa N- Derpavaaar n em.xi aa. ra eeap v o w I ro .ono a i laln�eam'po�iwm.� S'sl Y1 Wla G re un vclh in FPrca ry a an PaPwl/ aPenl ne - Be Ovntt omanpa B . 'nau a' l lops Wt 5 ger ora v. r it paary a n.m a6 MIT®�C BaM.,ilred�;&aM }N Ma.- pasdi-rr IIU HhG mope, s. ea nd' Bme tatdc1 loose aefvery.ae b �aa«na of �a ry /,nd-( OuyyOMl¢M N �a aGG aWUnp Con�4 i TWO Pelle EanerJ. 1w+ly lrbmiien amreoblamlrvo ennMWe.]B Lre Street 11.1.]1, ZYJ I O. 9%�p Jab T. T.TyI4 Py WAS IIB im 1 1 Wiens .1fial allowing NiNa>fF�A' JOmrY'FlaAM - ]MOtagAAISMTYIrgIaNx,IIIe WIktrA13:II:1tAla Pqt s ri-4-0 ♦sB tPI-12 rias A- ID:iID3%IDaIIMEZHRUOroJDyYyy-XOgLlHWlNIG2PEGOTjI(Y3BFaZSMrDE9oa31300/zY)m 1}O ba N4 EL1 4100 410! 6H-01 � ]-]d 1 SUM=1:]I.5 SM 12 fies sea ° a m i m i 4Y 4 a B 3s)I 4!= 3 10 1 rz >I 1e 1S 14 4 A 13 12 11 bUistaNi 4. sxa� 11m am 12 �_ 1°'-1z nota P41e OBaNa a Yti 22- 0.241 R'DS20-0- 21 f8'OJL 0.2-411894'J d haD.M0.-e1 LDADNO.(P.0 SPACING- 2-0O cal. pEFL n (mc) Iddit ted PLATES GRIP TCU 20.0 Plat Grip DOL 1.25 TC 0.74 VM(LL7 4-49 1314 699 240 111120 244118(1 TCDL ).0Lumber DOL 1.25 BC 095 Vern) -0.85 1314 6M 180 MT20HS 1071143 BOLL 0.0• Rep Stress Inc VES VIB 0.09 Hadi 0.38 10 he Ne BCDL 5.0 Code FBC2014?PI200i (IMMix-5¶ k1H(TN:21311b PT=20% LU86ER- BfUCING- TOPCHORD 2x4SPNo.2 TOPCHORD G duml acted shealning Mealy applied a 2-24 wpMvn. BOT CHORD 2x4SP No.1•E.W BOT CHORD R9M ceilirq directly applied is 2-2-0m brecin, 2-17:9t8 SP W2,12-15:2x4 SP Not WEBS 1Rovat mldpt 3-18 Mai 914 SP No.3 Wax remmmAata tl1M Embossers and Upulrea von fin irrg he indeed dun,Maes erection,in amNwhlra enth SYaDimer nalifidatowuhal REACTIONS. load") 10=1314/035,2.1406'0.3-8 Max Hoa 2=125(LC 12) Mex UpII510=288(LC 13),Y—tlU(LC 12) FORLEB. (m)-Mex.Cam.Mtwhr.Ten 17WlM, 5—WW1111. p-IIW147. TOP CHORD 2-3=55282392,54=31]M1803,45=9W&1815,50=231 L143].67=2082/1388, ]-B=- 1116 925,3B=-221811 4908,0�-2758I1893 80T CHORD 14'2 3118M182,1617=2BB4I480e,1518=185M2904,1415=111502804, 1424=1105213),2425•-1105219],1325=-1105219),12-13=-140524TI, 11-12=1405247],1—MZ/1321,5- NEBS 7-14=Vl1018,3 39W125,8-1,318=-158/401.S11=818/888,31P329/5B5, ]-1/=T]t?!,)-13=39Y1]5.313=276x523,B-tA588N54 11uoalamaxi(1 ) flve mads nave been wMesee for this design. ,�� •(ER pPd��>y 4�� 2)W. ASCE 7-10;Vult=13omph(Saecmd gust)Veal=101rryh;TCDL4 2p i BCDL=3 0W,h=1 Mt Cat.II;E>W C:End..00P=0.18; �� E N '••;N AAKWRSminebpe)eMC-C EHerbrt2)admxC-C W memLent ad lore B~RS far rdclims Moran,Lumbo DOL=1 Wplate SC' •. ,moi grip DOL=150 No 22839 3)Pmrtde adegmle ge drainam prin em enter mndirlg. 4)All plates are WM plass unless dMeleise intimated. *:• •:* 5)This Mau Iles bean dsaigred W a 100If WMm ,had flue IoM gammemrlem yen any other lire Irads. 6)'This Mau heebemdsadrd a farelire loedof20UpadBCDL= "lord in all areas efaUeredengla 34q hill by 2-00 x9dae911 .......... •�� fithis Men the been Gagasedam othIdmembers,er a BCDL=nndy 7)Beamlpatpintls)2 mroiders perelid togainvalue uain ANSIRPI1"Olamp.in fomuls. Stude,designenmldveftrapacity, �p0 TA F t Olbessn'Mosa (MiA nil 100 lb 9)�slg henipedin aks induct g huleMember enafiitynnrodel eas uusessd in enaysis what dugn ofthu Weuexcept(It-tb)10=tee, �� S \ �G�,,, 10)TMa manumdured pmeud is desgned ss an individual WddiM mrlPoraM. Thee wNbiliy and used this mmmrNM fagam 1111111 Med rWildingis Meru sidlity MtMWimlrlgdeagnw MrANSITPI1es Ammnc Wb eWildmgmde. WGbg P iSn PE IIOD889 Wilk US&ftx.R Cert 5694 5804 Pula Fad BML TUW R93810 March 21,2016 Qwadded.wrybxassemesss"desed fidds"ms ax0mv>rom>arecaasarcxcev�os>ean>,.v.roaNma BHdrewe pni4n wrel�u onryeMn MTeko co„rccron.msdm9n6 *,i-n mmerers:nown.oMu1«on mav'rfwlmiaerycompc,nnl.ml . newlalo9derle xxmlea. .em Wol nd/Primera,. txxtm Rromromome le�lmou n—t OOIpInBytlaiBn Bmci elnaroleeelo pewnl[ucklrq oliM'nqualwsswe�o one/orcbtl mem[ers nlya odllgnol le�aryane pemwnenrbminp IT L e elwgs rev.ee auatirry vna roFmenl cafapse.Wln paiE6 vessoeal inlury one�opeM tlomaBe. ereml ul repomm0 rrie rrses� sr pcolnn.:ranee.aelvcy,e,ecmn ssne M1otlrp or lrvym oM thou sYnerm�ee y Doily Gllxk;OSa.er aria eCL wpneeenpmx4 asspleb send d.ynaem,we, aweoxxom wss rare lmm�renervlee sr,eel.seen 3lrz.nle,oeafio"v a31x. Te1p,R deem VV z ' u o y Z x m Ngy0 33,n5 p 0 O °mam m'a 'y n oo n - mmoT �O-- omoaoosnm OzZ Ny 2 � ¢RRmo „oo9oa a; :E;3 a x 2"z� am °'1° a*—. S° �°n °n pm m'� O oocm 5 ams 2 �. $ p9'm Z ? OTn�mpn !. 00< _ ° . � 7 O .¢ N0'O n om �i w' � S nm 3 m' .r o o mo''m fi'� y r6°7mcS � ¢n So m a om c ? m_s�-. O TSS' ffi � Q38 O9 4 « _ m �-1n_,. z mj4 (10 „mO � m imp rm � F mn -So 5m -9n.-.° v X049 a m m m mno2m ° >> n 2„ ' 0 m A n Z ia0 TOPCHORD m w'� m H OO 30 goy m cw Z _ � 'S � � m om CIS Aw ?os aim Nm � m � �i � AA no 2 3 ro gam; o" � " m f �i 9NO m N v m V m m � � n zA O o Ai* V 3 ' F oN o N sA p q4q0. �Q Vol05 s ��' pd n o ZA q A' 3 F m Z a O P WS! O 5 PS p Ex a < z M m T O m C m TOP CHORD a « m m® os:� Q @ k a3 $� n,> 3 O' to a �d m a3 04 ^- n n 1-0 R ' p m� oc ®d ams n� og Pm 12 om$ 3 ' ^ o fig ^ -2 N O /^� � mR 3E3 -� a 4 « O V, m � �« m�� n=R S $3 ¢0 (D 'z3 m m'$ nc n00' a2 n'o -'2 0 �� m P' ${3 � O s mo sZp=a 52 �m 3 sm R e 3. m3 0 "o me «_ and o0 34 nm_ o� b nnc2m mQ 4n _3 p (D .3 $£. own n ma a j. n 4. a s�o i «6n mb a�' om mQ no 'm m 3mm 1.m n oo 3. R G 4 oo �i�a 09m io 5o $ $® am - o c 9 m 3 c Q RnneT ' 0 n ° m �U 2 n mT , o o R a $p oAm n o 3 N August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 OO ® WA Usti kxe Page 1 of 1 [ Note:T-Bracing/I-Bracing to be used when continuous lateral bracing is impractical.T-Brace/I-Brace must cover 90%of web length. Note:This detail NOT to be used to convert'r-Brace/1-Brace M USA,Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Pty Truss 2x4 or 2x6 or 2x8 10d 6"o.c. Specified Continuous Rows of Lateral Bracing Note:Nail along entire length of T-Brace/I-Brace Web Size 1 2 (On Two-Ply's Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace 2x6 2X6 T-Brace 2x61-Brace 2x8 2x8 T-Brace 2x8 I-Brace Nails Brace Size kT-Brace for Two-Ply Truss Specified Continuous Rows of Lateral Bracing Web Slee 1 2 2x3 air 2x4 2x4 T-Brace 2X41-Brace WE2x6 2x6 T-Brace 2X61-Brace 2x8 2x8 T-BraceT-Brace/I-Brace must be same species and grade(or better)as web member. Neilse Nails Web" I-Brace Nails lFFEEBRUAIIRYY 1111144,, (12012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND1 LJLJ O MTex usa.mc. Page 1 of 1 v Ell] GENERAL SPECIFICATIONS L—J V L_�LJ 1.NAIL SIZE-3"X 0.131". 2 WOOD SCREW-3" P EQUIVALENT DO NOT USE DRYWALLALL USP OR DECKING TYPE SCREW MTek USA,Inc. 3.INSTALL TRUSSES(24"O.C.MAXIMUM)AND PER DE SECURE PER DETAIL A GABLE END,COMMON TRUSS 4.BRACE VALLEY WEBS IN ACCORDANCE WITH THE OR GIRDER Ti1US5 INDIVIDUAL DESIGN DRAWINGS. 5.BASE TRUSS SHALL BE DESIGNED WITH A PURLINVA SPACING EOUING DO E THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6.NAILING DONE PER NDS N Ot ].VALLEY STUD SPACING NOT TO EXCEED 48"O.C. ,AtBASE TRUSSES VALLEY TRU35TWICAL ff VALLEY TRUSS TYI`G GABLE END,COMMON TRUSS p 1$ OR GIRDERTRUSS V DETAILLOW(TYP.) SECURE VALLEY TRUSS W/ONE ROW OF 10D WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 74)5 146 MPH NAILS 6'O.C. WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT-30 FEET ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 ATTACH 2x4 CONTINUOUS N0.2 SYP CATEGORY II BUILDING TO THE ROOF W/TWO USP WS3(1/4"X3") EXPOSURE WOOD SCREWS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE:I.6D MAX TOP CHORD TOTAL LOAD D r//III MAX SPACING-24"O.C.(BASE AND VALLEY)O 6 P MINIMUM REDUCED DEAD LOAD OF B SF ON THE TRUSSES DETAIL A (NO SHEATHING) N.T.S. JANUARY 28, 2015 LATERAL TOE-NAIL DETAIL ST-TOENAIL_SP 1 == (A) MR&USA,Inc. Page 1 of 1 = 11 0� NOTES: 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE 45DEGREES WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT. (NAILIL MUST BE DRIVEN THROUGH AND LJV�.JLJ EAT THE BACK CORNER THE MEMBER END AS SHOWN. 2.THEHE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. N4Tek USA,Inc. 3. ALLOWABLEEERS LUE OF DIFFER NT SPE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. OE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW __FSP OF HF $PF SPFS zO .131 88.0 80.8 69.9 88.4 59.7 O .135 T_m__5_T 85.8 74.2 72.g WA VIEWS SHOWN ARE FOR .182 108.8 W.6 88.4 81.5 ]9b ILLUSTRATION PURPOSES ONLY Z .128 74.2 1 87.8 1 sa.9 57.8 50.3 SIDE VIEW O .131 ]5.9 89.5 1 80.3 59.0 1 51.1 (2,9) n .148 81.4 ]/.5 84.6 69.2 52.5 2 NAI S NEARSIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3)-16d NAILS(.162'diam,z 3.5')WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: $IDE VIEW SIDE VIEW 3(nails)X 84.5(lb/nail)X 1.15(DOL)=291.51b Maximum Capacity (w) ( ) 3 NAILS 4 NAILS NEARSIDEF77NEARSIDE NEARSIDE NEAR$IDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY ANGLE MAY VARYFROM ANGLE MAY VARYFROM 30-TO 6D° VARY FROM 30o TO 60o 30•TO 60° 45.00° 4500• 45.00° FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK UU OR Mlrek USA,I,w. Page 1 of 1 (�Vf IQ TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2x6"STRONGBACr IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET MTek USA,Inc. ALONG A FLOOR TRUSS. NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD,IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED,BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE USE METAL FRAMING WEB W ITH(3)-IMNAILS SCAB W IT'(3)-l0d NAILS FACE OF CHORD INTO EDGE OF STRONGBACK ANCHOR TO ATTACH (0.131' 3'1 (0.131'x 3' (DO NOT USE DRYWALL TYPE SCREWS) TOTOPCHtBLOCKING ATTACH TO VERTICAL WEB WITH(3)-100 NAILS (0.131k 39 THE ATTACH 2x4 VERTICAL TO FACE pTTpCX TO CHORD VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND RECOMMENDED WHILE BOTTOM CHORD WITH(2)-10E WITH TWO N12 x 3' NAILING THE STRONGBACK NNW(0.131'x 3')IN EACH CHORD WOOD SCREWS(.216-DIAM.) USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE ANCHOR TO ATTACH WEB WITH(3) tOtl NAILS SCABWITH(3)-10BNAILS FACE OF CHORD INTO EDGE OF TO BOTTOM CHORD (0.131'x 3j1 ) (0.131'x 3') STRONGBACK(DO NOT USE DRYWALL TYPE SCREWS) TRUSS 2x6 4�9 WALL BLOCKING STRONGSACK (TYPICAL SPUCE) (BY OTHERS) (BYOTHERS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS.IF SPLICING IS NECESSARY,USE A 4'-0"LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-1 Dd NAILS (0.131"x 3')EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0'AND FASTEN WITH(12)-10d NAILS(0.131"x 3')STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) FEBRUARY 1412STANDARD PIGGYBACK TRUSS CONNECTION DETAIL ST-PIGGY-7-10 unrel, OFEE uSA lnc MAXIMUM WIND SPEED-REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT-30 FEET MAX TR USS SPACING=20'O.C. o_IIo_IL CATEGORY 8 BUILDING LJ VI_JLJ ERCE 7-10 BorC ASCE ZID DURATION OF LOAD INCREASE:1.80 MiTek USA,Inc. DETAIL IS NOT APPLICABLE FOR TRUSSES TRANSFERING DMD LOADS(SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGNEEf/DESIGNER ARE REQUIRED. A-PIALL BE TRUSSREFER TDMREKTRUSS DESIGN DRAW NG. SHALL)000NNECTED TO EACH PURLW WITH('1)U.131'XFE TOE DEKT E B- BASETRUSS,REFERTO MITEK TRUSS DESIGN DRAWING. C-UNLESS AT EACH BASE TRUSS JOINT AND A TRUSS DESIGN 2PWIN OG UNLESSTT0BASPECIFIED CLOSER ON MITEKT1-)(M- AIMEACWING A CONNECT TO BASE TRUSS WITH(2) 0131'%3S NABS EACH. PIGGYBACKTRUSS 4(2)ROWS ED TO ONE FACE,CENTERED ON NTESCAB MY BE WTT (2)ROWSOF0,131-THET%3'MILSSEO.C. SCAB MAYO OMITTED PROVIDED THE TOPCHORD SHEATHH IS ECT(N S AND.OVER INTERSECTION AT LEAST 1 Fi.IN BOTH 1.WIND SPEED 1.WIND SPEED OF 115 MPH OR 1SSBFORANY PMASPAN,OR 2 WIND SPEED OF 118 MPH TO16U MPH WITH A MAXIMUM PR WIND SP SPAN OF 12 E VITEK DSPANaiHDEEDS BETWEEN S at TOAND CHFACE ATTACH MITEK3X924GI3I'X1PLATESTOEACHFACEOFTRUSSES R M ]2'OC GFA4.131'X19'PERMEMBER.STAGGER NAILS FgOM OPPOSINGFACES.ENSURE D. EDGEDISTANCE.OF. (MIN.2 PAIRS OF PLATES REO.REGARDLESS OF SPAN) B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH NMI-0n PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF WE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. SCAB CONNECTION PER NOTE DA VE This sheet is provitled as a Piggyback FOR ALL WIND SPE@DS,ATTACH MITEK 3%820 GA NMI-00 PLATES TO detail only.Building Designer is respo EACH FACE OF TRUSSES AT OB'O.C.W/H10.131'X 1.5 PER MEMBER, permanent bracing per Standard engiSTAGGER MILS FROM OPPOSING FACES ENSURE 0.5'EDGE DISTANCE refer to BCSI for general guidance on and diagonal bracing requirements. VERTICAL WEB EMEND THROUGHH GFOR LARGE CONCENTRATED LOADS APPLIED BOTTOM CHORD TO CAP TRUSS REQUIRING PIGGYBACK VERTICAL WEB: OF PIGGYBACK 1) MUSTL WEBS IN I ,GRACE,A AND WETRUSS MUST MATCH IN SIZE,GRADE,AND MUBT LINE UP AS SHOWN IN DETAIL. 2) ATTACH 2 K_K 4'-0'SCAB TO EACH FACE OF MUSS ASSEMBLY WITH 2ROWStoo 1RAMILS P SPACED O.C.FROM EACH FACE.. AND (SIZE AND GDE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BABE TRUSS.) (MI ) 31 THISS CONNECTION IS ONLY VALID FORA MAXIMUM BY A ODUTRATEDLOAD OF ISREQU(4EDFO. REVIEW BY THAN ENGINEER IS REWIRED FOR LOADS GREATER TRAN 4000 LBB. d) MR NUMBER OF ACKPLY TRUSSESCARRYINGTR GIRDER LOADS, NUMBER R PLYSOFPIGGYBACKPPLIE TO MATCH BASE TRUSS. 5) CONCENTRATED LOAD MAST BE APPLIED TO BOTH THE PIGGYBACK AND THE&15E TRUSS DESIGN. FEBRUARY 14, 2 12 Standard Gable End Detail ST-GE130-001 Mnali USA,Inc. Page 1 of 2 Typical_vt L-Brace Nailed To 2x_Vedkar W/10d Neils,6'o.c. Vertical Seat a � VeOdNSW/ to common WineNWin Nate ouoauu MTek USA,Inc. 16d common SECTION B-B Wire Nalle DIAGONAL BRACE - Spaced 8'o.c 4'fI D.C.MA% —y (2)-10d Common SNF or IRUSSGEDIEIRYAND00104IONS WlreNariMo 916 .4 2.. SHOWN ARE FOR ILLUSTRAIpN DeLY. Typical ebdmmal Breve 12 Nalleo To2�_vsesr SECTION A-A a4 W(4)-IW Common Nair Q Varies to Common Trues • SEE INDIVIDUAL MITEK ENGINEERING 2XPROVIDE 4 BLOCKING BETWEEN THE FIRST A DRAWINGS FOR DESIGN CRITERIA TO TRUSSESO SSEBIT NOTED. TOENAIL BLOCKING ** CH ENO. ATTACH DIAGONAL(BRACE TO BLLOCKING W NH B B 30_ (5)-and COMMON WIRE NAILS. -Ba NAILS MINIMUM,PLYWOOD SHEATHING TO a4 STD SPF BLOCK * -Diagonal Bracing ** -L-Bnmq; Refer Peter to Section A-A to Section B-B NOTE: z4"Max Roof Sheathin 1.MINIMUM GRADE OF 42 MATERIA IN THE TOP AND BOTTOM CHORDS. 2.CONNECTION BETWEEN BOTTOM CT ENG OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 1'-3" S.ARCHING TECTSHOWN GINEEI FOR LTRAR ANLY.CONSULT D PERMANENT Max, (2)-1/ ARCHITECT ORENGINEERSYSTEM. TEMPORARY AND PERMANENT / (2)-100 NAILS BRACING OF ROOF SYSTEM. / 4.OR N4 CES STUD OR SPECIFIED ARE TO BE FULL RO LENGTH. AILS SP CED W OR 2x4 STUD OR BETTER W PR ONE ROW OF 1 W NAILS SPACED 8"O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 0.5 DEGREES TO ROOF -- DONSTR CT HORIZONTAL - /TfUS S Z4" O.C. fi.CONSTRUCT SHOWN IT BRACE CONNECTING AC. STUD AND HORIZONTAL 2x0 STDG AB SHOWN W ITT TH NAILS SPACED e'O.C. GESTSTUD. BRACE TO BE LOCATED AT THE MIDSPAN(4)1D N THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH p)tOtl NAILS THROUGH 2X4. (REFER TO STUD CTION DEFLECTION at g. Brace /ATTACHED TO VERTICAL BRACE L WITH ACED A4 OC 7. GABLE STUD D ES N TION MEETO SOR TRUCTURAL URA U240. of 1/3 InI /COMMON WIRE NAILS AND ATTACHED 1 ad B. DO OT USE DOER NOTAPPLY OMCHORD GABLES NEXT TO CI 8. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed _ TO BLOCKING WITH(5)-tOd COMMONS. TYPE TRUSSES. - End Wall HORIZONTALBRACE AL (SEE SECTION A-A) 6j9G,ed. ghtg WhhoW 1x1 2x1 DIAGONAL 2DIC 0"T e g BRACES AT pacing Bron L-Bran L-Bnn BRACE 1/3 POINTS e Maximum Stud Length 0q12"O.C. 437 4a-2 "A "-15 12-1-6 atl15"O.C. 3.7-0 34" 5-2-10 7-1-15 10$15 hq 24"O.C. 2-11-1 1 3H 2 1 432 1 5-10-3 8-9.4 Diagonal buses over V-3-require a 2X4 T-&ace attached to one edge. Diagonal braces over 12'-W require 2x41-braces attached to both edges. Fasten T and I braces to narrow edge of web with l ad common wire nails Bin o.c.,win Sin minimum end distance. Brace must cover 90%of diagonal length. MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7-99,ASCE 7-02,ASCE 7-05 130 MPH ASCE7-10 fa0MPH STUD DESIGN IS BASED ON COMPONENTBANDCLADING DURATION OF LOA INCREASE:1.80 CONNECTION OF SPACING IS BASED ON MWFRS. FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 J __ O MITak USA,Ina Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 0o Trusses @ 24" Q.C. LJ V L_�L�I t RACE 2x5 DIAGONAL BRACE SPACED"'O.C. -A) ATTACHED TO VERTICAL WITH(4)-15d MITBk USA,II'K:. ROOT$heCOMMON WIRE NAILS AND ATTACHED TO BLOCKING WITH(5)-10d COMMONS. IT IS THE RESPONSIBILITY OF THE BLGG DESIGNENALL DIAGONAL BRACE TO THE PROJECT ENGINEERIARCHTECT TO DESIGN PURLIN WITH TWO 10E NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO T TRUSSES TO RESIST ALL OUT OF PLANE LOA05 T MAY RESULT FROM THE BRACING OF THE GABLEX2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO ted NAILS EACH.FASTEN PURLIN \ TO BLOCKING W1 TW01ed NAILS(MIN) Dia/. Grape \ X PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at needed points pry ERH RN SI DEASNTHE ACE AND THE LBO TRUSSES f needed TO TRUSSES WITH(2)-10E NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH End Wall (5)-10E COMMON WIRE NAILS. CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2%_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERfICAI NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE T-98,02,05),IW MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE RDW OF 1W(.131-X 31 NAILS SPACED 5'O.C. -FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,051.19)MPH(ASCE 7-10)NAIL ALL MEMBERS WITH TWO ROWS OF IM(A 31-X 31 NAILS SPACED 5'O.C.(2X 4 STUDS MINIMJK MAXIMUM STUD LENGTHS ARE LISTED IXJ PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INIXYEDSTUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS / BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED SPUDS ARE NOT ADDRESSED HERE. / STANDARD / GABLE TRUSS I TECHNICAL BULLETIN April 2010 a by ways-haecser _. . Bulletin TB-300 Multiple-Member Connections for Side-Loaded Beams with Concentrated Loads Table 1: Maximum Concentrated Load Applied to Beam-Bolt or Nail Connection (lbs)") Hanger %"o or%"o Botts 16d(0.148"x 31/.")Nails Beam Configuration Bolt #Bolts #Nails Type Diameter"' 2 4 6 8 6 12 18 24 0.5 2100 4,200 13.300 8.400 3-ply 1e/." FACE 2,125''" 4250'* 6,370"' 8,495"' (5'/."Beam) 0]5 3,060 6,120 9,180 12,240 TOP 0.5 760 1,525 2,285 3,050 10600' 2125m 3,185w 4,250"1 0.75 930 1,860 2,790 3,720 FACE (5'/."Beam) TOP 0.5 7,050 2,100 3,150 4,200 1,060 2,125 3,185 4,250 0.75 1,530 3,060 4,590 8,120 05 2,100 4,200 6,300 8,400 3%"+1%" FACE/ 2,7250 4,2501* 8,370m 8,495m' (5'/."Beam) TOP 075 3,080 6,120 9,180 12,240 FACE 0.5 1,400 2,800 4,200 5,600 4-ply 1% 0.75 2,040 4,080 6,120 8,160 (7"Beam) 0.5 675 1,355 2,030 2,710 TOP 0.75 825 1.655 2,480 3,305 0.5 2,800 5,600 8,400 11,200 28301* 5,665(e 8,4951* 17,3301* FACE 0.75 5,025 10,050 15 2-ply t%"+3%" ,070 20,095 (7"Beam) TOP 0.5 935 1,865 2,800 3,735 945x 1,890's 2,8300) 3,7750) 0 2,7 .75 1,360 20 4,080 5,440 0.5 1,720 3,440 5,160 6,880 2-ply 3'/:" FACE I - (7"Beam) TOP 0.75 2,480 4,980 7,440 9,920 0.5 1,015 2,030 3,050 4,065 2-11y 1e/."+3'/e" FACET _ _ __ - (7"Beam) TOP Ol5 1,240 2,480 3,720 4,960 FACE 0.5 1,720 3,410 1 5,160 6,880 2-ply le/."+3'/a" 0.75 2,480 4,960 7,440 9,920 (7"Beam) 0.5 675 1,355 2,030 2,710 TOP - 0.75 825 1,655 2,480 3,305 0.5 2,800 5,600 8,400 11,200 5'/."+1e/." FACE/ 2,8301* 5,665'* 8,4951* 11,330'* (7"Beam) TOP 0.75 5,025 10,050 15,0]0 20,095 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Washers required.Solt holes to be 9/16"maximum for W bobs,13116"maximum for 3"bolts. 3. Minimum end distance for bolts is 6". 4. Drilling bob holes reduces the Wdion of the beam and thus the load capacity of the supporting member Shear and moment capacity of the beam must be checked at the location of each row of bolls. 5. Number of required nails shown must be installed from side opposite hanger. 6. Number of required nails shown must be installed from hanger side.Additionally,install had the number of required nails from side opposite hanger. Page 1 of 8 CONTACT US a 1.888.iLevel8(1.888.453.83581 a www.iLevel.com Awss,,swan sawl,Mw uxn,Parallam TmMSbeM eM Tue Jua Ye rtplMVMbBNmeMs ale FW1e Is aIrNemeM1 ofwbYarw NRNRCglpmy NrgllbrBWrve1 . TECHNICAL BULLETIN April 2010 Bulletin TB-300 by Weyerhaeuser Table 2B: Maximum Concentrated Load Applied to Beam-Wood Screw Connection(lbe)19 Connection Name Beam Configuration Hanger 3 0rew00 Tru"Lok Type Length #Screws 2 4 . .. 6 8 FACE13j 3W 1,600 3,205 4,805 6,410 3-ply IV" (51/4"Beam) TOP 1�1 3e/." 800 1,600 2,405 3,205 FACE 3W - - - - 3Y."+1Y." (5%"Beam) 1. TOP I 3Y.' 800 1,800 2,405 3,205 3%"+1a/." FACET 3'/." 1,600 3.205 J3,480 6,410 (51/."Beam) TOP j0I i FACE Ia 5",8'/." 1,160 2,320 4,640 4-ply 1%" (7"Beam) TOP m 5",ev..- 775 1,545 3,095 _xMCFACEm 3K" 2,135 4,270 8,545 2-ply la/."+3X" i' S",eY.' 2,320 4,640 6,960 9,280 (7"Beam) TOP14 3Y. 710 1,425 2,135 2,850 8'/.' 775 1,545 2,320 3,095 2-ply 31h" FACE 1 (7"Beam) TOP 1x1 S,6V.* 1.160 2.320 3.480 4,640 FACE 5",6•/." 1,160 2,320 3,480 4,640 2-ply 1%"+3%" TOP(1) (7"Beam) FAC 4) S,6•/.- 1,160 2,320 3,480 4,640 2-ply VY."+3%" (7"Beam) TOP 141 5",ew 1,160 2,320 3,480 4,640 5'/."+1Y." FACE I 5,6'/.- 2.320 4.640 6.960 9.280 (7"Beam) TOP tat 1. See page 4 for table General Notes,connection details ane beam depth IimBations. 2. Install screws horn both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. Page 3 of 8 CONTACT US a 1.888.iLevel611.888.453.83581 a www.iLevel.com AWayaraauw,ILe J,Mi-lam,Verslam.Timrorslnnd ana Tms Jam are m,mmmd 4abmeMs arp Fone Ise saNneM1 o1 Weymlu wNR.02010N H-oumr NR Cvfpfry.NI rohe resame, TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Table 2A: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (lbsjl't FastenerT Hanger Wood USP WS Sim on SDS Beam ConfigurationHangerScrew Length #Screws #Screws 2 4 6 8 2 4 6 8 FACE I'I 354• 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 3-ply 1'/." (51/."Beam) TOP Irl M 1,435 2,155 2,870 1,020 2,040 3,060 4,080 31/,,"1 HFACE3w - - - - - _ _ _(5%"Beam) 35P 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 4 31A"+te/." FACET (51/."Beam) TOP 1'I 3W 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 FACE Tri 5•w 1,065 2,110 3,165 4,220 1,360 2,720 4,080 5,440 (7"Beam) TOP 121 fi'l'l 705 1,405 2,110 2,810 905 1,815 2,720 3,625 FACE pI 354" 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 2-ply 1%"+3'/r" 6"1set 2,110 4,220 S35 8,435 2,720 5,440 6,160 10,880 (7"Beam) TOP Irl 31x4" 640 1,275 1 1,915 2,550 905 1,815 2,720 3,625 6•tst 705 1,405 1 2,110 2,810 905 1,815 2,720 3,825 2-ply 311/," FACE/ (7"Beam) TOP Irl 1.055 2,170 3,ifi5 4,220 930 1,860 2,785 3,715 2-ply1%" mj/" FACE / 6"'t 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 IT' TOP 131 2-ply 1%"+31 FAC&I 6"m 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 (7"Beam) TOPIJI 6"0) 705 1,405 2,110 2,810 905 1,875 2,720 3,825 5'/."+1%" �! - FACE/ 354" 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 (7"Beam) TOP Isl 1. Seepage 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side oppose,hanger only. 4. Install screws from hanger side only. 5. 6"SDS or WS suews can be used wet Palallam'PSL and Mkrollam LVL,but are not recommended for TimberStcartd'LSL. Page 2 of 8 CONTACT US•1.888.iLevelB(1.888.453.83581•www.iLevel.com Awt4.h.�.w,i..Mvdyn,singers TimLnah»]end Tua Jae.reai&ae0trdh .antl Fele Is a treCeni WWayaMNeB!NR 0M.WeyeTarrear NR CPTisil NI nptds resavarl TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Table 1,2A,28 General Notes • Connections are based on NDSB 2005 or manufacturers code report. • All plies must be the same material and grade. • Values are for 100%duration of load. Increase 15%for snow load or 25%for non-snow roof load conditions, where code allows. • Rotational effects should be considered for T wide beams loaded from one side only. • Capacities shown for face mount hanger conditions are based on 16d common(D.162'x 3W)nails installed in the hanger. Other nails used for face mount hanger installations invalidate the capacities in these tables. • Verify adequacy of beam with all loads applied by using iLevel software or other methods. • See the!Level Trus Joist®Beams, Headers,and Columns Specifiers Guide(#TJ-9000)for required connections for uniform side loads. Bolt or Wood Screw Connection Details • '/z"bolts-e/1a"a maximum holes bolts-13/1x"a maximum holes x x • Lead holes not required for wood screws Otypd) Conic.Load m m Conic Load Conic.Load 00 C "a S 2 Fastener 4 Fastener 5 Fastener 8 Fastener Pattern Pattern Pattern Pattern Min. Beam Depth: Min.Beam Depth: Min.Beam Depth. d=]?for W abolts d-9Y.'for W a bops d=11 Y."for W a boles d=9•/.'for•/."a bolls d=14'for%'a bob d=16"for%"a hefts Conc. Load Nailed Connection Detail E � -STAGGER NAILS TO PREVENT SPLITTING 16d Sinker(typ) Tom. I (� ") I (0.148"x 3Y..") `8 Nail Pade 12 Nail Patternrr 18 Nail Pattern Page 4 of 8 24 Nail Pattern CONTACT US•1.888.ILeve1811.888.453.83581•www.iLevel.com Aw•yMmev,iL..aiu earearn, FaeBYv NTeJaq•nMal trelxvbars!Fixes is•bekvnwe ywNavW02010wyWwmNnCwnp•ryAll rehisreseNe0 TECHNICAL BULLETIN March 2010 , _ Bulletin TB-300 Table 3: Allowable Capacities of 51/." Beams with Bolt Connections Bolt Conn. Beam Depth Dia, Loc. 7'/." 9'/." 91/6" 11'/." 11%" 14" 16" 18" 20" 24" Max I/„ <5d 6,235 6545 8,755 9,560 12,345 15,005 Shear >5tl 10.150 10,500 12,950 13,825 16800 19.600 y urs) <5d 3,995 4,260 6,210 6,940 9,510 12,015 -� >sd 8,750 9,100 11,550 12,425 15,400 18,200 V 2 10,605 15,295 15,685 23,905 32,]60 42,265 A 4 9,355 13,470 13730 20,915 28,725 37,250 y Max 6 9,350 13,470 13,730 20,910 28,725 37,245 8 Moment 8 1 13,510 20,575 28,275 36685 E (1f-lb) 2 10,600 15,290 15,685 23,900 32,755 42,260 4 9,900 14,216 14,195 21,490 29,020 37,225 6 29,015 37,220 8 36,655 Max 5d 2,745 4,445 4,665 6,240 6,810 8,795 10,690 12,610 14,545 18,440 Shear >5d 5,235 7,230 7,480 9,225 9,850 11,970 13,965 15,960 17,955 21,945 <5d 1,455 2,845 3,035 4,425 4,945 6,775 8,560 10,390 12,250 16,040 j >Sd 4,240 6,235 6,485 8,230 8,855 10,975 12,970 14,965 16,960 20,950 ® 2 9,960 16,220 17,105 23,990 26,730 36,385 46,670 58,130 70,740 99,375 n �„ 4 9,025 14,305 15,1365 21,000 23,385 31,905 41,130 51,535 63,100 89,670 o Mas 6 14,305 15,060 20,995 23,385 31,905 41,125 51,530 63,100 89,670 `u Momenl 8 20,660 23,010 31,405 40,510 50,795 62¢50 88590 2 9,950 16.210 17,100 23,985 26,725 36,380 46,665 58,125 70,740 99,370 4 15,145 15,895 21,710 24,030 32,235 41,105 51,120 62,285 88,015 632,230 41,100 51,115 62,280 88,010 8 40,475 50,335 61,335 86,745 Mex <Sd 4,520 4,745 6,350 6930 8,950 10,880 12,830 Shear >5d 7,360 7,615 9,390 10,025 12,180 14,210 16,240 (lbs) _/•, <Sd 2,895 3,090 4,505 5,030 6,895 8,710 10,575 y >5d 6,345 6,600 8,375 9,010 11,165 13,195 15,225 0. 2 18,090 19,080 26,760 29.815 40,740 52,430 65,495 0 4 15,960 16,805 23,420 26,085 35,725 46205 58,055 ry 6 15,955 16,800 23,420 26,080 35,725 46,205 58,060 Mmax oment8 23,045 25,665 35,165 45,510 57235 a tR lb) 2 18,080 19,070 26,755 29,810 40,735 52,425 65,490 W„ 4 16,890 17,730 24,215 26805 %095 46.180 57,600 6 36085 46,170 57,595 8 45,470 56.715 Table 3 General Notes • Connection location refers to distance from face of bearing to centerline of connection,where d is the beam depth. Less than 5d refers to connections located less than five times the depth of the beam from the face of bearing. • Shear reduction has been taken in accordance with NDS 3.4.3.3. • All values shown are for SW widths. Multiply by 1.33 for 7"wide beams. • 9'/."and 11'/7 Timber5trende LSL are 1.3E grade,all other depths are 1.55E grade. Page 5 of 8 CONTACT US•1.888.ILeve1811.888.453.83581•ww Xevel.com ANYvuuv,IL-1,M..,FVW..TinM5l WdT.JaMae PMmhsSnrantlF...l . mm*dwryatwwMa0A10wgeT•s•sMRQxx� N10MnM.e • TECHNICAL BULLETIN March 2010 by weyerhaeuser Bulletin TB-300 Connection Design Example Given the floor framing shown below,specify the necessary connections for the a Spy Microllame LVL beam supporting a 2-ply Microllame LVL beam on one side and floorjoists from the other side. The floor joists apply a 500 pit load to the side of the beam while the 2-ply beam reaction is 5,000 lbs. See the following page for the solution. Brg. (TYp-) I I µ Additional 3-1%" x 14" Microllam®LVL Beam, Flush Connection Requiretl for Concentrated Face Mount Hanger with 5,000 lbs Reaction Load ------------------------ 2- 17."x14 Microllame LVLT 14"Floor Joists @ 24"o.c., Typ. I' Beam, Flush 15'-0" Partial Framing Plan Page 6 of 8 CONTACT US• 1.888ALeve18(1.888.453.8358)•w Jl-evel.com AWryMav,tlaA,Mvtllm,PenlMm,Tlmx$I,vkeMTgJgYYepWeEVedlg BMFIXBNabKM—A& bNuwunNRCM10wryeT•s,vMR0—WYMNft� ■��,f TECHNICAL BULLETIN tr March 2010 r ev w.I,..ha..... Bulletin TB-300 Solution: • Use the iLevel Trus Joist®Beams, Headers,and Columns Specifier's Guide(#TJ-9000)to select a connection for the uniform loading.Multiple options exist that meets or exceed the 500 pit requirement: — 2 rows of W diameter bolls at 16"on-center(570 plf) — 2 rows of USP WS35 wood screws at 16"on-center(540 plf)on each side of beam — 2 rows of SDS'/."x 311A"at 24"on-center(510 pill on each side of beam — 2 rows of 5"TrussLok wood screws at 24"on-center(500 plf) • Determine what additional connection is needed for the concentrated load using the information in this Technical Bulletin: 1. Using Table 1,2A or 2B of this bulletin,locate the section for a 3-ply 1'/."member and face mount hanger. Again,multiple options exist that exceed the 5,000 lb load requirement: — W diameter bolts in a 6-bolt connection(6,300 lbs) — 16d(0.146'x 31/.")sinker nails in an 18-nail connection(6,370 lbs) — 354"WS wood screws in an 8-screw connection(5,740 lbs) — 355"SDS wood screws in a 6-screw connection(6,120 lbs) — 3•b"TmssLok wood screws in an 8-screw connection(6,410 lbs) Note that the allowable applied concentrated load is dependent upon the type of hanger used and 16d common nails must be used for face mount hanger installation to achieve the capacities shown. 2. If the bolted connection option is chosen,the 3-ply beam must be checked for the effect of the bolt holes from the 6-1bolt connection. This task may be accomplished by utilizing the location analysis feature in iLevel software. Per the detail on page 4,the bolt holes will be located approximately V to either side of the concentrated load location. After inputting the span and load information,choose the two locations corresponding to the concentrated load location(1/.) 1'. Upon completion of the analysis,compare the calculated shear and moment for each of the two locations against the reduced allowable shear and moment capacities of the beam for the bolt pattern selected using Table 3 on page 5 of this bulletin. See the Forte°soflware output on the following page for results of this analysis. The 3-ply Microllam°LVL beam works for the given loading. Refer to the highlighted values for the results at both bolt locations(Von either side of the load). The highest calculated shear at either location is 6035 lbs. The highest calculated moment is 25,215 ft-lbs. The connection is less than 5d(48"<14"•5=70")from the end of the member. From Table 3 of this bulletin,the reduced allowable shear for the 3-ply 14"Microliamo LVL beam with the 6 bolt pattern located less than 5d from the end of the member is 8,795 lbs while the reduced allowable moment is 31,905 ft-fibs. Therefore,the beam is acceptable with the 6 bolt connection. • Select the preferred options for both the uniform load connection along the length of the beam and the concentrated load connection at the hanger location and specify both on the drawings including information on fastener type,sae, spacing and installation pattern as appropriate. Page 7 of 8 CONTACT US • 1.888.I1-eve1811.888.453.83581•v .iLevel.com Aw.r s,Irvel,Mvdlem,PrII1W.,T'n' .nE.T. I—I.n Fate I...NWeyaTe —H R.OM10Wgwlwu•r NR�.NI •M.'eE. ' V JON , TCya4Allr Al M111 I CTIA Forte MEMBER REPORT n«.a Levei, Floor Flush Beam 3 PIECE(S) 1314"x 14" 1.9E Microllam®LVL PASSED ) IS L Irl 91 All Dbnensiws ale Ho(Izomal,Drawing is cpncepmal DISI n Results /nomad a Lecasee Allowed ResuR LOF S'sem:Floor Member Reac4on(Ibs) 7555182' 7809 Passed(97%) - Msnel fT Sheaf(Ws) 6337 @ 1'5 Ud 13%5 Passed(49R) 1A Building Use:Resuidenttesh l Moner4(R-bs) 2521504'117V 3638T Poem(Sgi 1.0 B.H in9 code:lee Use Lead Def(n) a 3 gg T 11wir 0489 Pissed(U491) -- Di Wdiodology l ASO Trial Leel DaR(n) 0456®T 17C a m Paned(ln6sJ • Deflection aAerta:LL(L+36p)atl TL(11iQ). -- ' Brau�i9(Lu)All coon a fully bnctl cabNion where aN mmprevim sdgn(1oP attl bdmmlare gaFedydaaq 10 Provge lateral atabildy. pressian etlges(lap atl bottom)must be Gaced M 1P 15116"olc unless detailed dlatedhervnse.Proper attachment and posNoning ral basting u required m aNieve member staNO,. Supports ToMI ANMIabM Regwf9 Suppmt Reacdoni(Bos) Accessories Bearing Benin Beadn Detl/Fbor/Rod 15row 1-Smtl wall-Sprues Pne Fn 350 150' 3.4T 1641 1 5955 1 0 10 JBb , 2-StIA viol Sprue Pl�e Fr 3.50' 350' 2.33' 1164 1 4045 1 0 1 0 jBsiko, ' BbrYmg Pvtels ate azvvnetl ro any res Iwtls appaed direnly above mem and Bc full batl is appletl b 1M member berg tlesgntl. Loads Leese ee T� Desd Floor Live Root Des Snow Comntenp w. n.aM ttrafanp¢1 1d 11 Milli ole u' r moo I 4900 I ca Dg m'Floof 2-Pom[... 4' NIA 1000 4000 0 0 Location Analysis Srser(bs)wmoment(Ft-Ibwl cemmnrM Actlimlowedlmr Act Imineedl& 60M 113%5110 19186136J67/10 BOLTS LEFT OF HANGER 2-6 39/12559 10 9 MIS I363WI10 1 ituLTS RIGHT OF HANGER Forb�spltwe0pnmerI Jeb Moos 325¢0109:0221 AM aeveB Fi vt.t.Design Ergine'V4.8A.1 Page 1 d 1 Page 8 o/B CONTACT US a 1.888.I1-evel811.888.453.83581 a www.iLevel.eom AWereshee .lUeel,Mlvollem.Parellem,TrnexSbyn all TsJ -- pbM treO nMs and Fple en sidenel, Na.n NR OA10 Wella ua NR C=,sn,A,nyX¢mesa O 5lip O H ' .v m h !2 N � V H F F F JO cio EJO EJO EJO J 0 EJO EJO EJO N EJ JO 7-0O.W JO 0 EJO II EJO EJO I MXUStb] Mus f T02 T02 m l 1 1&11-00 12-10-W 4&08-oo MITEK PLATE APPROVAL #'S 2197.2-2197.4, WEYER HATCH LEGEND �fj� FILE COPY 9 1-1/81, 3JEJ6 �Geveeel..: Pn ANBI?PI "2 ell-' wm%r � e ezbX�Alle I m m smp¢ mui..lmt ll.Iu.o u.e lwa.. bwppm prc,Y VW beY emryea-1]m emryW by Buildersmpmwa m.ae.ewnwBek.m BMIBI B..mme.r BbeepGmae.w Bemmpur,+ m¢m.m du.mp wm.b.ml.nm. h ie We ngxmwbiliry o!We Cavveem.w avow of We m of W vum.ple¢memtpleue ° We mvweti'.v Grvmen¢end fieltl I metlitmeor W m. 6.re¢.md m shwa 4rem1I. m1uuM.imi mmBl M upMieJ at m nve mn by Builaeee 6 ®. 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Fi IdYIT-6-WAY IFNOM m R �flg'£ 1mI1 IYPENNWS MEA 2YY]3 56 FE. NS n s • B� ♦ —DENOMS DIRECTION OF ROW i lary Up:T 10 w) �. 9 gq (Bae NOW 4� � ROW r..� pwl Lp1� + .Nati �0 �4� BBM1I 1].Y (B.H) CONCRETE MONUMENT G MONUMENT NO I.O. 7 p21T SIDEWAIX OYER NT ELEVATION�h TOP OF sloEwAuc:ry0.o.Xs) +Q" r., _, ^i1� p -IN E 4n II. ATONs SlOYM a� SI 6-R '� HEREON REFER TO a �'" NAW OF 19M .-� �N � ,I ►_141) Y.� 11 m gi w.W I T�R 29.D' r(p,l tQtl -1 II JNA � I 'p FEB.518' 19i) Ap m 4 -I„ ,p SAM 1 p II O QSBORYT 015 s'IAx SOI 1 a✓p�yyµyyµ ! pERM.E p F �R] 15SO 27 OW T6] 2T S� (pI.I) - DE. Exisnxl EL�ATrox BLOCK a ws - ocxprzs vRGPWEI EIEMAnpxs � III ( y_ pwv1E5 TavaxVHlc svm[ Ary (MINI) p} (IOI)y- Iu+orzs rovpcRpPxlc sw] ¢eAnTlx (pRWxI sxlIO y a aERV M EWIq WUXUVTOP NAPHIC: PL PU ;THEE. W.D./ 1KB .. 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PT. 141 o' 6 3 —DENOTES DIRECTION OF ROW q at.. qk a ®�'� L4. t W1 •S �'R.�o�� 9� M� D Ay LaMn� �GT� t M WA Row 1g\Bl `Dpl 'ia 0�0 �4Rb M1l X03' "0 BENCHMARK, 4"K4" CONCRETE MONUMENT NO I.D. D TaI SIDEWALK OYER LAS ' �W1i' MONUMENT ELEVATION AT TOP OF I SIDEWALK:(10.45) 'fi4 �r mZ ^ '•mt.IOW I �' l ELEVATONS SHOWN 9?TMJ'-(9l n °4p I'm HEREON REEER TO IA �1P (1o.r)y IM NAY➢ OF 1988 C 28.5 y £ Iq �rI $aa Oo ^< oo I S� lDai sr ` H az x 1 �,DD1 m F N r0£Zm NO�iQ eye t!',°4 . t iP-iL,`i', wmyo I ' U� J : rn� 9T (,R ! 4 � p 1 4e.o II r ry A/= r ----------------- __ .oa L. a az our Y 0 (� Tw r/ ' `'eY �s wcD rexa 1 Nr N-0 o IN 1 010. O T 2 (DDDBLOCK 2 T $ .) - DLxa16 EUSnIUD ¢EVnMx p2p - DN PRp EZ`61V "S NNI-.)y- DENm ioNGWPNC zvm LIA1m, (WD) (Do 0)—W_ Dmp loPDpR Ic SP plvnmN (Mr MD slroi) ❑ o4,EH D RDUNEM1 - roPJCRAPMC; PLOT PUN: TRq W.o./ 149915, 04-1]-18 (HELD) ww[xT.01.0. ®- L£ND(6 snHRAM sEMFR MIHICYF TN6 SUM E PLA ED EME TS THE RES IC A Tn1£COY411MENr. 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