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Permit 708 Begonia St PERMIT WORKSHEET cerantat„of fteupancyL. Job Address: D Type Work: Property Owner: £ Phone # M 0 Contractor: Phone# Permit#: ,J� tIssued: Dae ssue : 7 2 7 Tree Permit# Foundation Permit# Demolition Permit# BUILDING ELECTRIC # MECHANICAL # PLUMBING # Tem .Power# i Footing JEA Release Date Temp. Power Stab Letter Rec'd. Undemlab Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing Sewer Rough/ Framing Rough Rough Top out Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Drainage inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing _� Final (---�1 Fire Inspection: Failed Inspections: Date Paid: (�—�� 1) N , , � ` �•° �I, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 MIN Application Number . . . . . 09-00000203 Date 2/11/09 Property Address . . . . . . 680 BEGONIA ST Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 16 FIXTURES ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DREW HARTMANN PLUMBING, INC. 4331 CEDAR RD ORANGE PARK FL 32065 (904) 813-4000 --------------------- ------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 147 . 00 Plan Check Fee . 00 Issue Date . . Valuation . . . . 0 Expiration Date . . 8/10/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 147 . 00 147 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 147 . 00 147 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH �9� I I I I I t•, 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 ;4't OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US PLUMBING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 12.IS THIS A SUB PERMIT: 13.DATE: lL/ tJ C NO DYES PERMIT#: PROPERTY OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: PLUMBING CONTRACTOR: 7 NAME OFC MPANY: 8.ADDRESS.: led 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONE: 11.FAX NO.: --� zs'� 7 i 3 --�'06 z& 12.E IL ADDRES : 13.OFFICE PHONE: 14. )e Ls / kilx*,j �- Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: z_� 16.NATURE OF WORK: 18.CURRENT CODE: 2"4EW X06 FLORIDA BUILDING CODE- 0 RE-PIPE PLUMBING ❑OTHER: 19.NUMBER OF FIXTURES:` BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER Z LAVATORY URINALS LAUNDRY TRAY OTHER(SPECIFY): ROOF DRAIN 20.PLUMBING PERMIT FEES: PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: x $7.00 (PER FIXTURE) + $35.00 = BLDG03 Permit Applicafiion Plumb:12118/2008 CITY OF ATLANTIC BEACH SS 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 v INSPECTION PHONE LINE 247-5826 Application Number 08-00001698 Date 3/24/09 Property Address . . . . . . 680 BEGONIA ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 ---------------------------------------------------------------------------- Application desc new home ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ QUALITY REMODELING & FRAMING 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 (904) 744-0747 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/20/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public{ Utilities . �V PERMIT ISHAffiEFA6 WAdAi& 4VI�iPA0L'C%Wf't9F fA1 T FX@4q) IF V(CE@-X9A$HE FLORIDA BUILDING CODES. CITY F ATLA TI iz� O N C BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Page 2 Application Number . . . . . 08-00001698 Date 3/24/09 ---------------------------------------------------------------------------- Special Notes and Comments Post construction survey required to document proper construction of retention areas . ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 3la) CITY OF ATLANTIC BEACH s> MECHANICAL PERMIT APPLICATION ox 1' !h i3DY Date: Property Address: �gO 6P p ons U S s PLS' Owner: o Ua ayK.c.".�,ny Telephone#: ��Y-67 Contractor: A /- rioui �2sr q�S Telephone#�a4 �g d�� Contractor Address:5(o[S 100a U3'An{ R!° Fax#:(qou)3V-0?31 7-"As vl II e 0 fi- aau In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of —good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Electric Cl Gas: LP Natural _Central Utility 0 O ❑ Oil f t/1/y'1 1/ o VVW � ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK a""Heat _Space _Recessed ✓Central _Floor p� Residential if Air Conditioning: Room ✓Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity �fl,Vct� cfrn ❑ Refrigeration Q� New Building ❑ Cooling Tower: Capacity gpm Cl Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) ❑ Replacement of Existing System L3 Gasoline Pumps (Number) E3 Tanks (Number) � New Installation El LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT'&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency eon ZP84 30 cw.(l HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency y*//%o3o Carne SOL) �3 TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. A enc 800 Seminole.Road-Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800- Fax: (904)247-5845- http://www.ei.atiantic-beach.iLus a3 CITY OF ATLANTIC BEACH r � PLAN REVIEW SHEET ±J . Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233j! 2233nick (904)247-5800 (904)247-5834 Public a ety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# 406 - 3 `l3 9 9 Property Address 17701 0 ,8foo4of Or Applicant: ,[��✓i.� �� -7)f Tr 3 3 • ys5 Project: 17,-D m This permit application has been: 12� Approved as noted by the /76 06" Department. Final application approval must come from the Building Department. ❑ Reviewed and the following items need attention: HP Fax Series 900 Fax History Report for Plain Paper Fax/Copier Nov 04 2008 3:49pm Fast Fax Date Time -T identification Duration Pages Result Nov 4 3:47pm Sent 96302590 1:54 6 OK Result: OK - black and white fax ■ ■ r ''} CITY OF ATLANTIC BEACH �!J,319` ■ 800 SEMINOLE ROAD ■ ATLANTIC BEACH,FLORIDA 32233-5445 ■ Telephone: (904)247-5800 ■ Fax: (904)247-5845 ■ http://ci.atiantic-beach.fl.us FAX To: Larry Fax#: 904-630-2590 From: Nancy Date: 11/4/08 Pages: 6 Re: 708 Begonia Street ❑ Urgent ❑ For Review ❑ Please Reply Notes: BP500004 CITY OF ATLANTIC BEACH 11/04/08 Request For Inspection - Inspection History 15: 12 : 35 Application number 0-&038-0- 000 000 Application type PLUMBING ONLY Tenant number, name : ---- Permit type/seq/VRU : PLBG 00 000115006 PLUMBING PERMIT Property address . . 708 BEGONIA ST Type options, press Enter. 2=Change 4=Delete 5 View Status Inspector Request Results Op ate Inspection Description ID Date Time ,Atat Date 10/15/0 PLUMBING FINAL MG 10/14/08 17 : 00 AP ; 10/15/08 _ 07 PLUMBING FINAL DH 11/14/07 17 : 00 _AP"' 11/14/07 _ 5/11/07 PLUMBING ROUGH-IN (TOP-OU DH 5/09/07 17 : 00 AP 5/11/07 _ 5/05/07 PLUMBING ROUGH-IN (TOP-OU DH 5/04/07 17 : 00 AP 5/05/07 3/30/07 PLUMBING ROUGH-IN (TOP-OU DH 3/30/07 17 : 00 AP 3/30/07 Bottom F3=Exit F6=Add inspection F12=Cancel F15=Override BP50OU04 CITY OF ATLANTIC BEACH 11/04/08 Request For Inspection - Inspection History 15: 08 : 31 Application number __/_&7----_0_0M0-5-96 -- ODQ 000 Application typeMECHANICAL ONLY Tenant number, name Permit type/seq/VRU : MECH 00 000117101 MECHANICAL PERMIT Property address . . 708 BEGONIA ST Type options, press Enter. 2=Change 4=Delete 5 View Status Inspector Request Results Opt Date 10%15/08 -J�ECNANtCAL A/Cion FINAL Description MG Date 10/14/08 17: 00 !APme t 10/15/08 07 MECHANICAL A/C ROUGH-IN DH 5/09/07 17 : 00 AP 5/11/07 Bottom F3=Exit F6=Add inspection F12=Cancel F15=Override BP50OU04 CITY OF ATLANTIC BEACH 11/04/08 Request For Inspection - Inspection History 15: 06: 38 Application number : —.O8 00001392 000 000 Application type . :,' SINGLE FAMILY RESIDENCE Tenant number, name • - ._~..•-- Permit type/seq/VRU : BLDG 00 000147637 BUILDING PERMIT Property address . . 708 BEGONIA ST Type options, press Enter. 2=Change 4=Delete 5 View Status Inspector Request Results Opt,t,,,:,;;T.-�-Date Inspection Description ID Date Time SDate _'!` 10/17/08 BD CERTIFICATE OF COMPLET MG 10/17/08 17 : 00 7�� 10/17/08 Bottom F3=Exit F6 Add inspection F12=Cancel F15=Onerride BP500004 CITY OF ATLANTIC BEACH 11/04/08 Request For Inspection - Inspection History 15: 08 : 10 Application number9-II00-b22_.__ 000 000 Application type ELECTRIC ONLY; Tenant number, name : Permit type/seq/VRU : ELEC 00 000117374 ELECTRICAL PERMIT Property address . : 708 BEGONIA ST Type options, press Enter. 2=Change 4=Delete 5 View Status Inspector Request Results Opp' ;Date Inspection Description ID Date Time t Date (w 10/15/0r ELECTRICAL FINAL MG 10/14/08 17 : 00 �_ 10/15/08 /`11707 ELECTRICAL ROUGH-IN DH 5/09/07 17 : 00 AP 5/11/07 Bottom F3=Exit F6=Add inspection F12=Cancel F15=Override 4 rqr_s, ft1 City of Atlantic Beach Building Department N` Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida. Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: October 21, 2008 Contractor: Kevin Bennett Address: 708 Begonia St., Atlantic Beach, Fl 32233 Construction Type: V Occupancy Class: Single Family Dwelling R-3 Permit Number: 06-32366 L ` MICHAEL GRIFFIN ' BUILDING OFFICIAL /S/�/� WATER IMPACT FEE WORKSHEET ADDRESS: glk /y� aid i°ti t,2(P D RAI NAG E FIXTURE UNIT j FlXTURE TYPE VALUE AS LOAD FDMJRES UNITS Automatic dothes washers, commerda! 3 • �� Automatic clothes washers, residential 2 Bathroom group consisting of water doset, lavatory, Bidet, and bathtub or shower 6 Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 1 � Dlshwashin machine, domestic 2 Ohnking fountair0cemaker 'r4 Floor drains 2 . 4, Hose bib 1 Kitchen sink, domestic 2 Kitchen.sink, domestic with food waste grinder and/or dishwasher 2 Laundry tr 1 or 2 com artrwLs 2 LENatory1 02— Shower cam artneq domestic 2 Sink 2 Unna/ 4 Urinal, 1 gallon per flush or less z 2 Wash sink circular or multiple)each set of faucets 2 Water closet, flushometer tank, pubric or prtvate 4 Water closet private installation 4 g Water closet bfic installation 6 TOTAL NUMBER OF UNITS~ MULTIPUED X 20 TOTAL$ s r CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION `~ (New/Residential & Commercial) Date: Job Address: L7'-- L�l�,— 5�V L C"kjL4 5—( ,4TZ�7-_LSC L4 R Owner's Name: 6()1*J )K�t� Address: ,.r.�rz sT- _26Y--7W--�)`_7 /Q�„�^�/.W i��, �ZZ-7� Phone: Contractor: l CST 1A1 &&AJqZl� State License Number:r j3C Address: Phone -1, �f�fZ -7- ��7� --,%arc,�C 3�z7� z-� City: —.,/��,,4a�. State: 1CL Zip:3ZZ Fax: 2r�jS!�– 2YV–Q-7Y? Describe proposed use and work to be done: tom« Total Square Footage Zc((Q Total Heated Square Footage Present use of land or building(s): �_G-- Valuation of proposed construction: r-7-5 �-- Is approval of Homeowner's Association or other private entity required?/JJ If yes,please submit with this Application. Will this project involve changes in elevation,site grade or any use of fill material, addition of 5% or more to the original impervious area? NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. Approval of the Public Works Department is required prior to issuance of a Building Permit. The Public Works Department is located at 1200 Sandpiper Lane,AB,Telephone#is (904)249- 5834,Rick Carper,Director. PROCEDURE: IN ORDER TO EXPEDITE ISSUANCE OF PERMITS, IT IS RECOMMENDED THAT THE ARCHITECT OR CONTRACTOR OF RECORD COMPLETE THIS CHECKLIST,AS IT IS DETAILED AND TECHNICAL, AS WELL AS CONTAINS LANGUAGE SPECIFIC TO ADOPTED CODES. AN INCOMPLETE APPLICATION AND OMISSION OF INFORMATION WILL CAUSE A DELAY IN THE ISSUANCE OF PERMITS. VERIFY ZONING DESIGNATION AND PROPER SETBACKS FOR THE PROPOSED CONSTRUCTION. IF YOU ARE UNSURE OF THIS INFORMATION,PLEASE CONTACT THE PLANNING AND ZONING DEPARTMENT AT 904-247-5826. BUILDING CONSTRUCTION PLANS 4 SETS OF PLANS STEP 1. PROVIDE STATEMENT OF COMPLIANCE ON ALL PLANS TO READ SUBSTANTIALLY AS FOLLOWS: "THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE FOLLOWING: 2004 EDITION FLORIDA BUILDING CODE,BUILDING,PLUMBING,MECHANICAL,ELECTRIC." 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fag: (904)247-5845 • http://www.coab.us Page 2 Revised 6/06 PUBLIC WORKS AND PUBLIC UTILITIES.FBC 553.79. Address and contact information of person to receive all correspondence regarding this application (please print`). Name: Mailing Address: Telephone: q�j --� — � _Fax: (�—?E-Mail: I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the ab uzformation being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: -•-- Date: AS TO OWNER: E Sworn to and subscribed before me this _day of e i✓ ,20_g� St SUSAN RUBIN MY COMMISSION#DD 404383 Notary's Signature: �— ?s,;= EXPIRES:March 12,2009 Bonded Thru Notary Public underwriters ❑ rsonally known Produced identification Type of identification produced j Signature of Contractor: Date: 12 (f AS TO CONTRACTOR: Sworn to and subscribed before me this / day of _� State of Florida,County of Duval Notary's Signa ' . ®.. ❑ Personally known ! Y'Pyc' SUSAN RUBIN 0—Produced identification *q. , MY COMMISSION#DD 404383 53 C) S l�i 6 - .. EXPIRES:March 12,2009 Type of identification produced ( S' Notary Bonded Thru Nota Public Underwriters 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fag: (904)247-5845 • http://www.coab.us Page 4 Revised 6/06 CITY OF ATLANTIC BEACH ` FLOOD PLAIN DEVELOPMENT INFORMATION Location: 3 t — 30 L-1 _ Z � 2 / Tz` Type of Development: �� n Flood Zone: Required Lowest Floor Elevation: t If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. CON EAENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: �'''� "' Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Denartment Renresentative NOTICE OF COMMENCEMENT State ofM Tax Folio No. County of Q ( i w; To Whom It May'Coacern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of th Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being unproved: AdIress of property being improved: General description of improvements- - Owner: Address: 4 X Owner's interest in site of the.improvement: Fee Simple Titleholde if other than owner): �l Name: . Address: ' Contractor: Address: 2 PhoneNo• , Fax o: 90tf ^-?5 Y-0'74 Surety(if any): Address: Amount of Bond S. Phone No: +_= Fax No: Name and address of any person making a loan for the construction of the improvements. Name: '' Address: Phone No: Fax No: Name of person with' the State of Florida,other than himself;designated by owner upon whom notices or other documents maybe served: Name: Address. Phone No: Fax No: In addition to himself.,q"er designates the following person to receive a copy of the Lieaor's Notice as provided in Section 713.06(2)(b), I' ida Statues. (Fill in at Owner's option).: Name:. --Address: PhoneNo. Fax No: Expiration data of Nottq,e of Commencement(the expiration date,is one(1)year from the date of recording unless a different date is speclfr'd): THIS SPACE FOR RE ORDER'S USE ONLY OWNER Signed Date: .SZ Before me this a _ ay of in the County Doc#2006180404,OR BK 13281 Page 2027, of Duval tate of Flo ida,has personally a peared Number Pages:1 111 ti ��- -- Filed&Recorded 05/23/2006 at 03:42 PM, JIM FULLER CLERK GIRCU ;COURT DUVAL COUNTY Notary Public at Large,Stat Flo 'd Cou RECORDING$10.00 My commission expires: Personalty Known:" or . 'F ; Ptfft14L� en� � • 7, v�y ,gym t No Public,$tate of Flgrlda; s. •�^ " My comm.expires'Apiil 30.2067 ; c N � No.DD 2074i ,. Graham Shirley From: Boyd, Nancy Sent: Friday, October 17, 2008 8:24 AM To: Graham Shirley Subject: FW: 708 Begonia From: Hall, Erika Sent:Thursday, October 16, 2008 5:04 PM To: Boyd, Nancy Subject: RE: 708 Begonia 708 Begonia Street owes no tree mitigation and is good for CO approval on my part. Thanks! Erika From: Boyd, Nancy Sent:Thursday, October 16, 2008 4:32 PM To: Carper, Rick; Deming,James; Nodine, Phil; Walker, Chris; Kaluzniak, Donna Cc: Hall, Erika; Graham Shirley; Griffin, Michael Subject: 708 Begonia Sorry, forgot to change subject line....it should have read 708 Begonia .... From: Boyd, Nancy Sent:Thursday, October 16, 2008 4:30 PM To: Carper, Rick; Deming, James; Nodine, Phil; Walker, Chris; Kaluzniak, Donna Cc: Hall, Erika; Graham Shirley; Griffin, Michael Subject: FW: 1710 E Park Ter- 1 Kevin Bennett requests a final CO at 708 Begonia permit#081392. Kevin can be reached @ 744-0747. Nance Boyd B11141111g; DepartmeW Citi-(A'Atlantic Beach (90 t) 2 6-.581 1 �lh<�ti°�IC��roal�.us 2 d a Vii, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001392 Date 10/13/08 Property Address . . . . . . 708 BEGONIA ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Applicatio anon 0 App cation desc enew permit sfr 06 34399 Owner Contractor ------------------------ KEVIN W. BENNETT 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 (904) 744-0747 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/11/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. J� CITY OF ATLANTIC BEACH D '.T ra ,ro BUILDING PERMIT APPLICATION (New/Residential & Commercial) Date: Job Address: 607 S L&_' V L> 66kiM 5-77A 7Z4&2__PL L-24-Y-6 Owner's Name: E _) rf,.,) C�� ►ti t�i`f Address: Phone: Contractor: State License Number:r13C-CJ &3i�nK Address: Phone* �c ?~� City: ._,/- D,4 State: IE:<— Zip: LZ Fax: 2�jS!�- 7YV-0-2Y7 Describe proposed use and work to be done: OJe4__ Total Square Footage Z060 Total Heated Square Footage 14 YrT Present use of land or building(s): Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required?/dJ If yes,please submit with this Application. Will this project involve changes in elevation,site grade or any use of fill material, addition of 5% or more to the original impervious area? NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. Approval of the Public Works Department is required prior to issuance of a Building Permit. The Public Works Department is located at 1200 Sandpiper Lane,AB,Telephone#is (904)249- 5834,Rick Carper,Director. PROCEDURE: IN ORDER TO EXPEDITE ISSUANCE OF PERMITS, IT IS RECOMMENDED THAT THE ARCHITECT OR CONTRACTOR OF RECORD COMPLETE THIS CHECKLIST,AS IT IS DETAILED AND TECHNICAL, AS WELL AS CONTAINS LANGUAGE SPECIFIC TO ADOPTED CODES. AN INCOMPLETE APPLICATION AND OMISSION OF INFORMATION WILL CAUSE A DELAY IN THE ISSUANCE OF PERMITS. VERIFY ZONING DESIGNATION AND PROPER SETBACKS FOR THE PROPOSED CONSTRUCTION. IF YOU ARE UNSURE OF THIS INFORMATION,PLEASE CONTACT THE PLANNING AND ZONING DEPARTMENT AT 904-247-5826. BUILDING CONSTRUCTION PLANS 4 SETS OF PLANS STEP 1. PROVIDE STATEMENT OF COMPLIANCE ON ALL PLANS TO READ SUBSTANTIALLY AS FOLLOWS: "THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE FOLLOWING: 2004 EDITION FLORIDA BUILDING CODE,BUILDING,PLUMBING,MECHANICAL,ELECTRIC." 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fag: (904)247-5845 • http://www.coab.us Page 2 Revised 6/06 PUBLIC WORKS AND PUBLIC UTILITIES.FBC 553.79. Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: Telephone: `�()�f—� -- � Fax: f f- �{��j'7(�-�E-Mail: DlJ ✓"� I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent uponTabformation being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: `- Date: AS TO OWNER: � ✓ Sworn to and subscribed before me this day of _-f V v �' 1�E ,20_ St SAY P ,.:g• ,�;; SUSAN RUBIN .. MY COMMISSION#DD 404383 Notary's Signature: s�- ' = EXPIRES:March 12,2009 Bonded Thru Notary Public Underwriters ❑ Personally known Produced identification Type of identification produced 53_S 4 6 -;�� Signature of Contractor: _ Date: AS TO CONTRACTOR: Sworn to and subscribed before me this / day of State of Florida,County of Duval Notary's Signa �--�� ❑ Personally known •`4�YrPfrO• SUSAN RUBIN 0-Produced identification MY COMMISSION#DD 404383 � � — "- EXPIRES:March t2,2009 Type of identification produced �i lf p ,�•`' Bonded Thru Notary Public Underwriters 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 • http://wwiv.coab.us Page 4 Revised 6/06 CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: <1l — ��IMZ l � h )DA 7-4 2 r,/- Type of Development: � � n,z Flood Zone: 1 Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMNMNTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of_Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: ,r'' -- `" Date: f � Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Denartment Renresentative ' NOTICE OF COMMENCEMENT State of 2 Tax Folio No. County of U L �. To Whom It May'Concern: j. fi}yS The undersign,ed hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of th Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: A S`- 0 A dress of property being improved: General description 01 improvements "" Owner: Address: XC Owner's interest in site.of the.improvement: ` Fee Simple Titleholde if other than owner): Name: L/ Address: s Contractor: low Address: 2 ` ~ Phone No: Fax o: "?oV ^-7VY-0-7 -7 Surety(if any) Address: = Amount of Bond$ Phone No Fax No: Name and address of any person making a loan for the construction'of the improvements. Name: Address: '' Phone No: Fax No: Name of person withithe State of Florida,other than himself designated by owner upon whom notices or other documents maybe served: Name: Address.. , W. Phone No: . ;' Fax No: In addition to himself,o,"er designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b) lgrida Statues. (Fill in at Owner's option).. Name: Address: Phone No: Fax No: Expiration`date ofNotloe of Commencement(the expiration data is one(1)year from the date of recording unless a different date is speci `d): THIS SPACE FOR RE ORDER'S USE ONLY OWNER 5'Z3'�'h Signed• Date:'r in a Coun Beforeme this_,qa _• ay of tlt ty Doc#2006180404,OR BK 13281 Page 2027, .of Duval tate of Flo ida,has personally a peared Number Pages:1 �> (�l i� ��-� -- Filed&Recorded 05/23/2006 at 03:42 PM, im FULLER CLERK CIRC U.iCOURT DUVAL COUNTY Notary Public at Large,Stat Flo f,d Cou RECORDING$10.00 My commission expires: Personally Known:': or a°,� �t�tt� ' �. �y cmc . No Public,Stats of,Fl4 Ida.' " My comm:expires Apiil 30,200 7 F N No.DU 207414 P CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Building Department Public Works&Public Utilities Departments �µJi31>� 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 mak (904)247-5800 (904)247-5834 Public a ety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# 10�0 - 113 9 .9 Property Address O7 y XF90-27/a- Applicant: �✓i 77— 3.3 - 1(5-35 Project: M 8 Thispermit 'cation has been: Approved as noted by the Department. Final application approval must c&ifrom the Building Department. E::] Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department.requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify erect department may delay your permit from being issued. .7 Reviewed By: Date: Date Contractor Notified: - ��r CITY OF ATLANTIC BEACH ra ;`fBUILDING PERMIT APPLICATION .1 + 2 006, (New/Residential & Commercial) _ Date: Job Address: L..G 7^-S LAI- V_ C4 5T7,4 tZ_4&2_4L SC.,t``�� Owner's Name: K()z&) LJ-gyp► �k; Address: 25�� Phone: (j Contractor: 107--AJ State License Number:r-13C �&36K Address: �� ,� 7ri4 cJ�-_,64K, 3Z-Z—/-? Phone. 4f 7YS' City: --f°�,Cl_i�. State: / Zip: L"Z Fax: - 7yV-0-7y-? Describe proposed use and work to be done: �- Total Square Footage ZO(�2 Total Heated Square Footage J Present use of land or building(s): Valuation of proposed construction: l rj Is approval of Homeowner's Association or other private entity required?/JJ If yes,please submit with this Application. Will this project involve changes in elevation, site grade or any use of fill material, addition of 5% or more to the original impervious area? NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑ YES. Approval of the Public Works Department is required prior to issuance of a Building Permit. The Public Works Department is located at 1200 Sandpiper Lane, AB,Telephone#is (904)249- 5834,Rick Carper,Director. PROCEDURE: IN ORDER TO EXPEDITE ISSUANCE OF PERMITS, IT IS RECOMMENDED THAT THE ARCHITECT OR CONTRACTOR OF RECORD COMPLETE THIS CHECKLIST,AS IT IS DETAILED AND TECHNICAL, AS WELL AS CONTAINS LANGUAGE SPECIFIC TO ADOPTED CODES. AN INCOMPLETE APPLICATION AND OMISSION OF INFORMATION WILL CAUSE A DELAY IN THE ISSUANCE OF PERMITS. VERIFY ZONING DESIGNATION AND PROPER SETBACKS FOR THE PROPOSED CONSTRUCTION. IF YOU ARE UNSURE OF THIS INFORMATION,PLEASE CONTACT THE PLANNING AND ZONING DEPARTMENT AT 904-247-5826. BUILDING CONSTRUCTION PLANS 4 SETS OF PLANS STEP 1. PROVIDE STATEMENT OF COMPLIANCE ON ALL PLANS TO READ SUBSTANTIALLY AS FOLLOWS: "THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE FOLLOWING: 2004 EDITION FLORIDA BUILDING CODE,BUILDING,PLUMBING,MECHANICAL,ELECTRIC." 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 • http://www.co2b.us Page 2 Revised 6/06 PUBLIC WORKS AND PUBLIC UTILITIES.FBC 553.79. Address and contact information of person to receive all correspondence regarding this application (please print). Name: 66-m Mailing Address: �7,61 ��1��r1C "� !`ty �y4?� B' =, Telephone: !0-t--7(4 T •-6-7 Fax: %5�- � —(j�(�-?E-Mail: 1 „ I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the ab ormation being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: Date: AS TO OWNER: / Sworn to and subscribed before me this day of St ., ,�••••�•: SUSAN ROBIN MY COMMISSION#DD 404363 Notary's SignatureIrch : sondedThRENotarryapublicUnde �rtiters ❑ Personally known Produced identification Type of identification produced j t- G l `(S-I Signature of Contractor: _ Date: AS TO CONTRACTOR: `� Sworn to and subscribed before me this day of _S=-� ,20 State of Florida,County of Duval Notary's Signa ❑ Personally known SUSAN RUBIN 0--Produced identification S3 J S l(. :* MY COMMISSION#DD 404383 Type of identification produced C� '1 (� `f S' y EXPIRES:March 12,2009 �pf.-Wel Bonded Thru Notary Public Underwriters 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 • littp://www.coab.us Page 4 Revised 6/06 CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: <, 6 77— 57 /� ' � � � 1 (�E'3l1 DA Type of Development: Flood Zone: Required Lowest Floor Elevation: t 1 If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of-Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: ter' �� Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Ruilding Denartment Renresentative �z NOTICE OF COMMENCEMENT State ofMA Tax Folio No. County of�lAC To Whom ItMay•Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of th`Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being unproved: S`� a 7-- Address A dress of property being improved: General description of improvementsi Owner: Address: X Owner's interest in site.,of the.improvement: F%ATZA7�V JZ Fee Simple Titleholde`£ if other than owner): jl Name: • . Address: s - Contractor: Address: Z Phone No: `I0q^ �'�- Fax o: 90tf 7 rf —D?St–7 Surety(if any): Address: Amount of Bond$ Phone No :fir;. Fax No: Name and address of any person making a loan for the construction of the improvements. Name: nom' Address: Phone No: Fax No: Name of person withizthe State of Florida,other than himself,designated by owner upon whom notices or other documents maybe served: Name: Address: 41M, w Phone No: Fax No: In addition to hunself},§*cr designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b)� , Qrida Statues. (Fill in at Owner's option)., Name:. . , -Address: Phone No: Fax No: Expirationdata of Notice of Commencement(the expiration date,is one(1)year from the date of recording unless a different date is speci d): THIS SPACE FORRE ORDER'S USE ONLY OWNER v Signed Date: Before me this�i�_ ay of in the County Doc#2006180404,OR BK 13281 Page 2027, of Duval tate of Flo ida,has pqsonafly a peared Number Pages:1 / !l!ti AA el Filed&Recorded 05/23/2006 at 03:42 PM, JIM FULLER CLERK CIRCO COURT DUVAL COUNTY Notary Public at Large,Stat FXoPldCou RECORDING$10.00 My commission expires PersonallyKnow=Publ n:": ' or en I 1pav Uri of.FlOtida;ril 3U,2U0741 a' .. �` CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept2coab.us Application Number . . . . . 06-00034399 Date 3/22/07 Property Address . . . . . . 708 BEGONIA ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 175000 ---------------------------------------------------------------------------- Application desc new single family res ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ KEVIN W. BENNETT 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 (904) 744-0747 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 685 . 00 Plan Check Fee 342 . 50 Issue Date . . . . Valuation . . . . 175000 Expiration Date . . 9/18/07 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE .37 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 9 . 07 AB CONSTRUCTION SURCHARGE 1 . 00 STATE RADON SURCHARGE 7 . 06 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 400 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 685 . 00 685 . 00 . 00 . 00 Plan Check Total 342 . 50 342 . 50 . 00 . 00 Other Fee Total 2112 . 50 2112 . 50 . 00 . 00 Grand Total 3140 . 00 3140 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. "v I•" : GVb'U w,.4-J�riIV V11�IVJ V11�,�4:iVU irruv Flunua.DuuuLa*%.1U%Ar.Jnline 1.f 3 MD 3663 1�T Install no—QL Startir Shin 1 .Roll.pdf TM P.TdI 3663 R1 I Install Doff ra. wee Tab.ndf PTM 3663 R1�II=II Docs. Weather r and HP-odf P'1'iD 3663 RL T„UL melon le Owens +� � ing ehLn�loa,ndf Cettification Files X453 and X193 g0.�df Product Approval Method: Method 1 Option A Applic4oa Status: " Pending FSC Approval Date Validated:` 08/08/2005 Date Approved- Date Certified to the 2004 Code: Pape: - Pape 111 Appl$eq Product Model#,orl. , Modal Limits of Use # - Name Description 1.)This Approval not for use In the HVHZ.2.)All 663.1 erkshire Laminate FBC sections that apply to unties except Broward and Miami-Dade must be ^� followed. F 1.)This Approval not for �� use in the HVHZ. 2.)Ail 3663.2, Classic or Classic AR ' 3-tab> n BC sections that apply to gar; unties except Broward nd Miami-Dade must be ollowed. This Approval not for use in the HVHZ.2.)All � FBC sections that apply to 663. Oakridge PRO 30 AR Laminate_ . AGounties except Broward and Miami-Dade must be ollowed. ' 1.)This Approval not for use in the HVHZ.2.)All 663.4 Oakridge PRO 40 AR Laminate ' ` FBC sections that apply to ' unties except Broward ' and Miami-Dade must be followed. - 3 1.)This Approval not for use in the HVHZ.2.)All 663.5 Oakridge PRO 60 AR' Laminate >3C sections that appllr to unties except Broward land Miami-Dade must be oflowed. 1.�This Approval not for 63,,6 rominence AR: 3 tab so In the HVHZ.2.)All y v'+ BC sections that apply14, to d +} a-r dabWdsng org/pr/pr detl.asp?IPTG 66 & 'V�� xn=�tOSrch 8/15/2005 2006.06 20 ,4, 07:28 1614-COMMERCIAL SALE P 4/4 XV OI oxKIMPH 1 1 opaque inswing Unit WOOD-ED439 STEEL DOORS �pFlo-—C� AfPROv�81DELRE annxs: _ / ,.. i�Suw llsi auw >00 suft ��2�N. IS65�du 152 Salr 1A18oko • 10b hem 12w t�firiw 700 iallo «» saw C xYIF1ED TEST REPORTS: NM 210.2930-1 CerlBy+ng Ww and license Number:Barry;:errara,P.E./11885. Urdt Tested In A=rdu a with arliemi-{took BM0 PA201,PA202 and PA2tl'3. Door panelsoonsiruafed fronl.2rrgaugo 0.017'Wok steel skins.Bath antes CWStNCted from woad. Top and nits const<uctad or steei.lima oa4 rails Constructed of abet wood or steel_ Interior cavity of slab 04 !d p*umftu 100 cora.Sid0 to panel gland wdh insulated pass mounted in a i+ ld pyla und. Frame wnstwod of aWded auom"umm ttlreshoid. PRODUCT COMPLIANCE 1.ABELLNG: tir PA201.PA202 i p" colruff KM cscr.sups } TO lite howl ofm�ImWedpe and shit the Owe side-Mags4 o4orlor door oNt conforris b the mroqpuiromimb of Ute 2001 Florida B alldleo Code,Cimpter 17(Sbaaau t Toole ad 1e90000). repA2W., IM, State of ffor &Profaseiont Engineer Kurt Batt wor,RE—License MuMber bt3 M z �� 211�Iat6idm uildin 7+C;o2de online 1699-COMMERCIAL SALE page Bvalu iowTrst Rep"Uploaded ba Wlatlnn Documcuts Uploaded: ! V ` Product Approval Mabod: NetrW: Opdon A Appucation Status: Approved {; Page: Page y/a P PruductMotkl#ox Nave Model Dwriptiou Steel boor Unita Aft CwAbN and MOO rm W4 a(PAML All dahts renamed. � yak- �f httpJ :fioridabuilding org )rfpr c1 -asp7IPT=18&f -P. Sr 3P.912004 Jan 14 2JU6 2' 2�eA Iai. IcIS !% 1 Fac,ride Buil Code Online pale�u�2 Date Approved: 11/14/2003 Date Certified to the 2004 Code: 7 Sx Page 111 plt$ , Product Madel*or. Model Umits of Use Name ri tion n� Per manutacturer"s Bevelec Buck $1.1 165/168rams 7::x12 C- installation Instructions. ' 5 DP+4$I-47.2 Mort informat&available t:www.mih .com Fin Frame Per manufacturer's nstallation instructions. ., 81.2 1651168 72x72 C-35 lore information available P+35.3;-41.2 t:www.rnlh .com Fin Frame Per manufacturer's 81.3 3540 3x73 R-43 nstailation instructions. P* -9 3 ore information svailabl at,www.mlhp.com Fin Frarne Per manufacturer's • nstallation instructions. 81.4 3640 36x73 R-47 re information available Pf471-d7 t:www.mih .corn 3Per manufacturer's Fin Frame Per instructions. 81.5 3540 ldAx72 R-40 re information available 13t401-d-0 t:www.rnih .com Flange i'ratne Per manufacturer"'s 81.8 501680 0x80 R-48 t45/-[re allation instructions. 0 re Information availablwww.rnih .caro Fln Framer menu acturer"s 1.7 540 2x96 C-36.:�Tf = taliation instructions. P+381-:w Information availablwww.mlh .corn Fin Frarner manufacturers tallation instructions. 81.8 540 5x84 C-50r0 informatican availablP+30/-.�0www.mih .corn Vatfiitrr r i laimer:02000 The State of FlaNds.Alf dphts reserved. aearar Sc4PYiAtt. re+-,r+y y A a .. �� •,.�. *t.ye... ---�.._�... L•i _...ntt1T...L0� 0.T1�7_nv a.—vnr..,ti, omi nnnS .�� L il. f}, P,igo;� svaR Pada 2 !I Ap# Product Mo,*W'or it me Model Description Limits of Use Per manufWwrer's Alumia=patio talietiou Wntuctions. 61.1 420 Door 192x96 OXX ore infoxmaxon available 35 DP!F33/•35 :www,uuh .corn Al=fmim Pasco Per meuixfa.-guar'„'s 61.2 70/452 Door 96xsl XO R- Qn cn.truejow' VcSDP+4(1m informasoa available www.mh .caixt patioPer manufaca:613 70HP1452�' 144x80 R-40r�'-43 infotwation avaiUble www.snih .corn Vinyl Pa 3a Door Per manufacturer”"s 1.4 10/3910 30 RAO anon instrucUivns. P+?2.s�',41.2 , om kd mation available •www.rrtih .00m Vioy]Patio Door per manufleCwef 6I.5 10£3910 0x80 R-3:> meson isuuuctiaus. P+35.7/-x;7.2 xe information ava, Afo � t www.mb.com _ Y wa Convti4ht end t mar;C2000 IU$'.Sts of r'IZU2.All YWIAs ieammd. tr- 'U� http:l+vwwaHo UUding.tgg rlpr "9sp?1PTaS61&R.V-O&£m-ROSroh 10/1/04 y- c t iur 14, 256 i r'vi h!a. 'ic'` P• ;'� Page: «1?, ' Page 1/2 -r: APP/$q Product Model#o me Model Deserlptiote Limits of Use per manufactwer"s Fin 1?ratae 52X72 insw1arion instructions. 75.1 lbS -35 W-45.3/-41.1 or:,information available r t:wvvw.mih .cone Per manufacturer's Flange]rame on instruction:. 1S2 ]G5: 3x73 R:33 ' ors infornsation available P+35/47.2 is www.mhp.com : ,f FiA Fmu.e Oriol PEr mnnutactuxer"s 7i.3 lbs „ 7itgg R,,:p stgWation instructions, ore infornnation avelL ble www.mih eDM Flu Rums Oriel Per manufactuxex"s 75.4 165 Z^!a Ox90 R-35 taUatloa instructions. 1e+35.3/i7,2 ore information available a :WWW .COn] lrlangc Frame p�r+tatrvfacturar"r '75.5 65 e147x8!)R-25 aeon insiruciloas. P#25.9/-ed.7r iufoanation availa.�le www,na�n.cem Flange ftwe myon Instructions.75,6 165 riol3WE R-33 4 I'+35.3M7.2 inform arion available ' :www.mih .com -'+-° Flau�e lrramo in Par mauui'actruet"s 75.7 165 veled Owk ation instrul.tions. 3x72 Fv35 ore info"mation avanable ia+35.3/41.2 :www.mtb .cortr Triple with Per nmufactwet"s 75.8 Z6S nous"dead' ation inatructiow. t sin 10b0.72 R=' re infotatadori available 0 DP+24.21.31 A :www.tnih .cora P�manuwturer"s' 75.9 540 Fin Frame!.U73 ; tion kst rirld s. 47 DP+47,-47, ` oro information availabl* www.mr7r .com Por mgnufactures"s 3.10 540 Fin Frame 4442 tallation instructions. -40 DP+4S/47.2 ` ore information availablo t:www.mn .coot • ”` Per matrui�oturer'"s , 73.1] 340 ' Fin Frame 43%73 tallationsLrrretions. 43 DP+43/-43 ora information available 'www.tnih .com ' Per manufacturer's 75.12 55 Fin Frame%4x90 tion instructions. 35 DP+35.31 50 information available "'wWw1103�1,.Co37] Per manufacturer"s . 75.13 455 Fin Frame 4is`44Eima Ration Instructions. SO DP+501-:0e iaformatiosr available ww.mi1] xom73.14 . SO Flaugo Frame llarion instructions x72 R-40 information avaflablo w _ i Ali w gild t pr dad.asp?TPT�*675 V-O&&P`='ROS=h {... 'vf} RIGHT-J LOAD AND EQUIPMENT SUMMARY - ; Entire House ' AIR FLOW DESIGNS Job: 11113106 5615 ST.ALIGLISTINE Rrk JACKSONVILLE,FL 32207 Phone:(904)398-0831 Project • . • For: QUALITY REMODELING AND FRAMING Notes: #1488 b Design Information Weather: Jacksonville, Intl Airport, FL, US Wi. er Design Conditions. Summer Design Conditions Outside db 32 'F Outside db 94 OF Inside db 72 OF Inside db 75 OF Design TD; 40 OF Design TD 19 OF Daily range M Relative humidity 55 % Moisture difference 37 gr/Ib eating Summary Sensible.Cooling Equipment Load Sizing Building heat loss 31482 Btuh Structure 17598 Btuh Ventilation aie' 262 cfm Ventilation 2278 Btuh Ventilation air loss 11528 Btuh Design temperature swing 3.0 OF Design heat,load 43010..Btuh Use mfg.data n Rate/swing multiplier 0.99 Infiltration Total sens.equip. load 19678 Btuh Method Simplified Latent Cooling Equipment Load Sizing Constructio ',quality Average Fireplaces " 1 Internal gains 1265 Btuh Ventilation 2742 Btuh Heating Cooling Infiltration 2744 Btuh Area(ft2) 1484 1484 Total latent equip. load 6751 Btuh Volume(ftp:,.` 13059 13059 Air change our 1.2 0.5 Total equipment load 26429 Btuh Equiv.AV F: cfm) 262 109 Hea# Equipment Summary Cooling Equipment Summary Make CRIER AIR C Make CARRIER AIR C Trade W ermate 25HBA Trade Weathermate 25HBA 25HBA330 25HBA330 FY4ANF030 Efficiency 1 8.3 HSPF Efficiency 13.0 SEER Heating inp 0 Btuh Sensible cooling 21900 Btuh Heating out "Ot 0 Btuh Latent cooling 7300 Btuh Heating temq,rise 0 OF Total cooling 29200 Btuh Actual heating fan 1000 cfm Actual cooling fan 1000 cfm Heating air ow factor 0.032 cfm/Btuh Cooling airflow factor 0.057 cfm/Btuh Space then stat Load sensible heat rgtio 75 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. -x Wf ookiisc>ft RightSuRe ResidentialTM 5.0.28 RSR27558 2006-Nov-1315:24:42 R.& / J:\AFO-North(Jacksormile Snapshot)Vt1 Loads(BLD,RSR,RRP)\QR 1488.rsr Page 1 :5L FORM 600A-2004 EnergyGauge®4.21 Code Compliance Checklist Reside ~ tial Whole Building Performance Method A - Details ADDRESS: , , ,` PERMIT#: 6A-21 INFILTRATQN REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&D 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area:.5 cfm/s .ft.door area. Exterior&Adjacent Wal 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. .' EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors ,e:; 606.1.ABC.1.2.2 Penetrationstopenings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings d" 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the erimeter,at penetrations and seams. Recessed Lighting Fixtu, 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&Y from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Mufti-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration r6' B06.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded b all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked circuit breaker electric or cutoff as must be.,provided.External or built-in heat trap required. Swimming Pools&Span 612.1 Spas&,heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal _ efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugelm DCA F 60OA-2004 EnergyGaugeD/FIaRES'2004 FLRCSB v4.21 9 FORM 60OA-2004 EnergyGauge®4.21 WINTER CALCULATIONS Rl6sidgmntial Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BLASE AS-BUILT Winter Base Points: 12708.9 Winter As-Built Points: 15274.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points (Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) s? (sys 1:Electric Heat Pump 31800 btuh,EFF(8.3)Ducts:Unc(S),Unc(R),Gar(AH),R6.0 c - 15274.7 1.000 (1.069 x 1.169 x 0.95) 0.411 1.000 7450.2 12708.9 0.6274 7973.6 15274.7 1.00 1.187 0.411 1.000 7450.2 Yi4 x, EnergyGaugeTM 0CA F 60OA-2004 ' EnergyGaugee/FlaRES'2004 FLRCSB v4.21 C=ORM 60OA-2004 EnergyGauge®'4.21 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , . '' PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditione X BSPM = Points Overhang Floor Area,; Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1484.0 20.04 5363.1 Double,Clear W 1.0 7.0 20.0 38.52 0.98 757.1 Double,Clear NW 1.0 7.0 5.0 25.97 0.99 128.0 Double,Clear NE 1.0 7.0 5.0 29.56 0.98 145.5 Double,Clear E 1.0 6.0 15.0 42.06 0.97 611.9 Double,Clear E 1.0 6.0 15.0 42.06 0.97 611.9 ,Double,Clear E 1.0 6.0 15.0 42.06 0.97 611.9 Double,Clear N 1.0 4.0 6.0 19.20 0.94 108.1 Double,Clear N 1.0 7.0 15.0 19.20 0.98 283.5 Double,Clear S 1.0 3.0 5.0 35.87 0.78 139.2 Double,Clear S 1.0 6.0 20.0 35.87 0.94 677.3 11 Double,Clear S 6.0 7.0 36.0 35.87 0.54 698.5 As-Built Total: 157.0 4772.8 Jw WALL TYPES Rea X BSPM = Points Type R-Value Area X SPM = Points Exterior 1023.0 1.70 1739.1 Frame,Wood,Exterior 11.0 1023.0 1.70 1739.1 Adjacent #381.0 o 0.70 250.6 Frame,Wood,Adjacent 11.0 358.0 0.70 250.6 Base Total: 1989.7 As-Built Total: 1381.0 1989.7 DOOR TYPES spa X BSPM = Points Type Area X SPM = Points Exterior 1,W 0 4.10 82.0 Exterior Insulated 20.0 4.10 82.0 Adjacent 0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Base Total 8.0 110.8 As-Built Total: 38.0 125.2 CEILING TYPES A a X BSPM = Points "Type R-Value Area X SPM X SCM = Points Under Attic 1484.0 1.73 2567.3 Under Attic 30.0 1505.0 1.73 X 1.00 2603.7 ." Under Attic 19.0 122.0 2.34 X 1.00 285.5 Base Total: "1484.0 2567.3 As-Built Total: 1627.0 2889.1 FLOOR TYPES lea X BSPM = Points Type R-Value Area X SPM = Points Slab 19 ) -37.0 -7289.0 Slab-On-Grade Edge Insulation 0.0 197.0(p -41.20 -8116.4 Raised .0 0.00 0.0 Base Total: 7289.0 `As-Built Total: 197.0 -8116.4 >r INFILTRATION "` ea.X BSPM = Points Area X SPM = Points .0' 10.21 15151.6 1484.0 10.21 15151.6 EnergyGauge®DCA F 60OA-2004 EnergyGauge®/FlaRES'2004 FL.RCSB v4.21 i \ � \; .f f� a f 1 N 2 , 'il h j7nhP ii0 0 FORM 60OA-2004 EnergyGaugeO 4.21 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CON11341TRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Projec I Name- 1488 Builder, QUAILTY REMODEG�d! Addre:;s: Permitting Office- City, EE tate: Permit Number- owneir: Jurisdiction Number, ciimate zone: North 2. Sin yle family or 1.11106-Kirroly Suit E-1,110V a U.!,;+ Cup 29 2 kbui/hr 3. Nu nbq:r of mails,if multi-family SEER 13 OQ 4. Nv rbcj of Bedrooms 4 1) 'kA S. is 1 lis a womt ca."I Yrs 6 Cei iditioncd flour UFVLL(ftz) 1484 ft' 7 (Al s type I and area-(Label rec;d by 13.1041 4.5 if apt d4iult) a U-f I otor; 1)"cripticai Arai 13, Hciavrq;syatcros (.or Single orDoublc DE (Elhic DoCkult) 157()fi., i .1 Eiev.(64:Beat Pump Cap,31.8 Icbtu/hr b, SH,_jC! H' 830 (0-C)c,,r or T ni DEFAULT) b NIA (Clcar) IS?0 W 8 Flo)r iypcm a. Sia)-On-Ci-mde Edgo in,ulation TZ0 0, 197.G It e N c Ni� i 14. I-lot wa,:er sviteim 9 WTI I types 1 a Electric.RcslstaazCap,50.0 gallon,; a. Fra ne,wom,Exterior 1t-1' Q, 102-3.0 f- P,F 090 b. Fra 1,,.%Wood. Aciaocn, R-,1 356 0 f` MA 10. cel lag Types L)HII-Dedicated heat ptimpl, a wx crAtri,; X_30.0, 1505.1)PF 15 HVAC=dits 1) 1 Itic cr Attic R-19 0, 122.0 A" (CF-Coling lin,CV-Cross vertilution:, hou'ic lun, 11. Dut 1,,i a. S11 uac, Ret,U11e sup lz-(,0, 1510 ft cor.;fiag- b Nill heating) Total as-built points: 23467 1 Glass/Floor Areas 11 PASS Total base p6w��, 2W I hereby certify that the plans and specifications covered by I Review of the plans and this callulation are in compliance with the FI a En y I j speclficaii:)ns ed by this 01 FU Code calculation indicAtes compliaice PREPARED BY-, with the Florida: Energy Ccde DATE * Before construction i, (ji this building will 'be i.-)Specled for, I hereb; certify that this budding, as designed i1 in conii;;Lance with 6ectior 553.508 08 corn Iia with trie Florida Fne- Cade. W? Florida Stjnutes- OWNF PJAGEINT: BUILDING OFFICIAL,*, 1 DATE: -7 2 DATE: I Prodory Inent glass type. For&CtU61 gleaS type afLi<j aracei,see Simmer&Wjnter Glasr,wtput on page*2&4. EnergyGauge&(Version FLR(;SB v4 21) 7 2 FCIRM SODA-2004 EnergyGauqie(F)4 21 SUMMER CALCULATIONS Residential Whole Building Performcance Method A - Details FADDRESS', , PERMIT BASE AS-BUiLT CLAS 3 TYPES 18 X Conditiored X B$PIM Points Overhang Fiver Area Typa,'SC Gmt L H-qt Area X SPIV! X SOF N;MB r 1.0 T.Q 36, 0.98 757.1 DoublDouble Clear NW 1.0 7,0 S 25.`.)7, (11,99 128,0 Dovulole,Clear K'E 10 7.0 5.0 29,UA G.w 145.5 Double.Clear 1.0 5,0 15.3 42.05 0.97 r5lll 9 e Double,%,.!ear L 1.0 5.0 16 3 42,CO 097 611.9 DOLOIF,Clear E 'I C 5.0 153 42.r)6 0.97 611.9 Double,Clear N 1.0 4.0 &D 1920,94 It 08.i COL1510,Clear N !,Q 7.0 15.0 MID 0.95 283,6 D:aGte,Gear 1.0 3.0 5.0 36.47 0.78 139.2 Double Clear a 1.0 ljvl.() 20.0 315.EW 0,94 13772 Dciulo)lo CIA-at 3 60 70 3S.b? 0'-A 5985 As.Ruitl Total: 4772.8 WALL TYPES Area X E3SFIW, = Points Type P-Value Area X SPIV, A Points Exterior 17x91 Pame,Woc.d,Exterior 11,A 1021" 170 1739.1 Adjacem 353.0 UO 2b(' Frame A4iacent 11.0 353.0 0.70 260,13 Base Tc tat: 1381.0 19&A.7 As-Rijilt Total: 1989.7 DOOR TYPES Area X E3 PoilltS Type Area X SPM Points Exterior 0 410 82.0 [-.xterlor insulated 210 4.10 82.0 Adjacent 110 1 60 2,9.5 mAjacent Wood 150 2,4) 432 Base Tc tat: 18.0 10.0 A,.�Uljtyotai. 38.0 1252 CEILP IG TYPES Area X ESPU. FZ-Value- Area X SPM X SCM Points Base Tc tic 14434.0 i 73 2567 3 Under Attic 30.0 1505.0 1,73).1.00 2503.7 U1;; r A"t i 190 12?.0 2 34 XI 00 :.165.5 Base TC 1:0 1484.0 ;ISV'.3 A�;-Ruift 1827.0 2889.1 FLOG R TYPES Ai-ea X 5$PM = Points ?'y;1;? R-Value X SPM = po!n"� snub 197 G(pl. -37.00 -x2&7'.0 :Stab-On-Grade Edae imiatizur� 0.0 1970(p -41 20 .8116.4 Rahiod 0.0 0.00 J.) Base Tc[at: Iti 1, 197.0 8116.4 INF111-1 RATION Area X &<.;PM = Points Ars 3 X 3pm 148-1.G 10.2" I5 t 51.ti 1454,0 10?1 15151.6 wwamemillim Pieipy,3nuge-t'DCAForm FVUA--=-; L,z t�,y-3,sjg e&IF i& v,I I.-L R C,Z 5 v4.21 0 3 . 21 u D, FORM 60OA-2004 EnergyGauge(D 4,21 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details fAr_DRESS: PERMIT #: BASE AS-BUILT Suminer Base Points: 17883.5 Summer As-Built Points: 16812.1 l'Otal 5 U(Tirrier X System = Cooling Total x cap x Duct x system X credit = Cuoling Po!nt�, MUtiplier PC,;!1fO C^,,nponent Ratio Multiplier Multiplier Points (Systern - Points) i w x 01"OM x AHLI) (aye I.4'''entral Unit 29200 btuh SELORIEFF(1,3 0)Oucts'Unc(S),Lw(R).G;ir(AH)R&O(INS) 15812 1 00 1109 Y 1.147 x 0,95) 0,263 1,00C *5242.4 17383.5 0.4266 7629.1 16812.1 1.00 1.188 0.263 1.000 5242.4 Erpergy-iauge"'DCA Farm 60CA-204 EierqyGauge,�NFIaRES'204 FLIRCE B Y4,21 FORM 60OA-2004 EnergyGauget 4 21 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details FAC DRESS: , , , -� PERMIT# BASE AS-BUILT GLASS TYPES 18 X Conditioned X SWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point 18 1484.0 12.74 3403,1 Double,Clear W 10 7.0 20.0 20.3 1,00 416.6 Double,Clear NW 1.0 7.0 5.0 2j;30 1.(>✓ 121.4 Duuble,Clear NE 1.0 7.0 5.0 23.t77 1,00 117.8 Double,Clear E 1.0 60 15.0 1 A 79 1.32 286.3 Double,Clear E 1.0 6.0 15.0 18.'r'5 1.02 +85,3 Double,Clear E '1.0 6.0 MF) '15,%'9 1.02 286.3 Double,Clear N 1.G 4.0 6.0 24.58 1.00 1478 Double.Clear N 1.0 7,0 15,0 24,58 1.00 368.7 ;;.�_t.x>,;i.�„r S 1.. 3.0 r.r 13 30 .73 53.7 Double,Clear s 10 5.0 20.0 13..10 1.02 272.2 Double Clear S 6.0 7.0 36.0 13.510 2,50 11061 As-Built Total. 157.0 3583.2 WAI.I. TYPE* Al.a X BWPM = F'oln::a � fypF i',-Vailie Area X APM = Points Exterior 1023.0 370 3785.1 Frame.Wood,Exterior 11.0 10123.0 3.70 3785.1 Adjacer 358." 3.60 121?8.8 Frraif8,Wwd,Adjacent 11D 356.0 3.60 1288.8 L" Rase Tc tal: 1381.0 3077.5 Ac built Total; 1381.0 _ - ' _ _ 5073.9 _ TYPES Area ), PfteVPM = Poing$ Tvom Area X 'WPM = Points Fxlprin� 2,1.0 8.40 1670 Exterior Insulated 20......0......`. 8.40 168.0 Adjacem 16,0 8.00 1440 Adjacent Wood 18.0 11.50 2070 o„ Base Tc tat: 38.0 3TL.0 Aai-wttiv i vim. ..«. 375,0 cad t1.i�IG TYPESArea X SWPM = Points Type R-Value Area X WPM X WCM to Points 'Jrlder A to 1454,0 2,05 30422 Under Ai ti-- 30.0 1505.0 2.05?(1.00 3D85.3 ice:+ .AMin 13 0 '22 0 2 7C?(100 $29.4 Base Tc tai: 1484.0 3042.2 As-RWA Total: 1627.0 3414.6 FLOOR TYPES Area X 81NPM = Points i ype R-va;uc Artci n 'J`y ,,,1 = Points 'ab 197 0(p) 6.9 17.n,3 $lab-On-')rade E:ga 0 1V;'f), 18.80 3703.6 Raised 0.0 0.00 0.0 Base Tc tal; 1763.3 1 ws-isuut'ioTam: +5%) 3703,8 �?'!cN, A�,t A? Y S14A:[;At1 pnintG , .: .�.R .� _ _ .... ._. � Area X `;NPM = Points 1484.0 -0.59 -875.6 1484.0 -0.59 -875,6 -e,+-art,-'-<Y r^AT'�1'^•�w-11111��1\Ir��P1 Iq��4Y�� _:'_.'fl';35_d "n� �.r^'^ �ryn4 n� r,%A nu(;Attme4)/F1aRFS'2004 FLRCE B v4.21 i EnergyGauge(O 4 21 -INNINTER CALCULATIONS Residemial Whole Building Performcance Method A -, E)etalls AD DRE,5$: , PERMIT BASE AS-BUILT Wintor Base Points: 12708.9 Winter As-Built Points: 15274.7 Tola! winter X aystem Hewing, Total x Cap X Duct X System, X Credit w Heating Points Multipli R atin w1itiniler kA,llfipli�r Multiplier Points (sy ; Efectoc.Heb:Purip.-,M bab 3) 5274,7 1 Obg x J.'j 69 x 1,45) 0.411 GDO 7450,2 [:12 708. 973.6 14274.7 1.00 1,187 0.411 i.Ct',^ r450.2 �nvqy la ;*r DCA Foan 300A.2004 (4,21 FORM t n -20C4Er!��rr�;iG i.gleg 4.21 INATER HEATING & CGDE COMPLIANCE STATUS Residential Whop Building Performance Method A - Details F ADDRESS: , , , PERMIT#: BASE AS-BUILT WATER HEATING Numt er of X Multiplier - Total Tank EF Numter of X Tank X Multiplier X Credit = Total Sedr aoms Volume Bedrowns Ratio Multiplier 4 2635.00 ^06»0.0 $00 0.90 4 1 00 2693.56 1.00 10774.2 As-Built Total: 10774.2 BASE AS-BUIL1r Cool ng Heating + Hot Water = Total Ccclling + Heating + Hot Water Total Poir is 'points Points Points Pl,zim1s Points Polo,% Points 7629 7974 10544 2166142T 1 A')1" �_ 7450 10' 74 23467 �.�.._...�. _ _-_— : A aom►r:�-°�^� tzw� Fl EnergyDCA Form 600A-20u4 6r.rgp �!nyEt?SiFIaRFS'c7Q4 FLR;S6 v4.21 5ORM e,00A-2004 En&rgyGauge(D 4 21 Code Compliance (*.'#'he ck I is t Residential Whole Building Performance Method A - Details EAr-DRESS: , PERMIT 6A-2INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMP DNENTS SECTIONML4til F '.TICE 'CHECK MENTS FOR EACH PRA( Exterio lN1i*i*w,.&Doom 60fi.IA6C.i. Mmirnum.3 cfq/5 ft.Yvindow amba: .5 ctri-i"S5,f roar area. E)Ierio &Adjacent Wails 5�'5 1 A6C 1 2'1 1 Caulk, weatherstrip ur seal behveery w:ndows#docra&frarnes,surrounding wall 1foundation&Vni!g6p,:),all pkjN.:liolr is tetweerl ex'erjor wall panstu al c-orriors: iltifity penetra6 ns,be4,ween wali panel-i,&ti;ip/bottorn plates;betwee,-.wzft and foor_ EXCEPT10NFrame walis,where a ewtimious ifirlittra-,ton barrier is lrcted shat Mends from and i9seetied to,the fovi:! Floors 606.1 A3C'! 2.2 sealed unless backed by trLms orjoinl rnefter€ P'anla ve-i-a E, it fl",flon barTler is,irlstji';M�drat:is sealed 0!:*Eillrlg top floor",011%"rJ shafts,chases! *Y)Lk!;s:t-4eu all p4,riwelei,,' t Renes cd Lie .4Nino k-imares 60&1 A A"; 1 2 wino rtf) :,ia,ed,or yjv': C or ron.IG rated, sft;4, on;; _1& cjaiai'z"f"44 8,3"�Z,)vi inGola"t,00.of 'l.'vpe IC rated with 2 C,cfm fi:,ril Multi-,;I cry Hxses 6,,)6 1 A sz q 5 Xrbawler onrarirlleter cf floor cavity betweer Additioi al lifitt-ation eqts 606 1.ABC 1 Exhaust fans vented to outdoors dn.-rpors,anrribustron space heaters comply with,IFPA combustion air. -6A-2'14 0THFR PRESCRIPTIVE f AFASIjPF_1,% 4must be met or exceolded 4y_g!j IqMdenceS.) YMMC70—MPONENTS SLC flull? l REQUIREMENTS I CHECK Vater I h�aWq .,)I��j 1i)T2blo��1'1.Al3C.,-,.2. Switch or clearly marked c9r Ull r.,rea r(el,s-ctric*lcrcu,.off(p;s)rt:uistt),-.r(,viied r _IxtgLi I or -it,h"'tnip reuired $V41-nm ng poo;v 'S'n.IFy I t".e.'j Spif.&r a,'Vdd poui.i'roust havi-covers(except salar lieated�,_Ncn.cofrsnercial pools ritust have limor Gas 6133&Foul kiestets must have a minimrn thermal shovxl 2'! ri;;stberestucted minAeateOPSIG. Air Dist-ibution Sy,.Aerns 3i1"1 A-I l:umi,I mechanical aquprni-rit aril pfer)Jrn chambers shall be ryrcehanizcally attar-hind liebled,insuiated and ir.,,taled ill accordarmawith the criteria of Section 810 OK-15ir7 UIXOMIOMJ ani= P-6 Mirl insulation. HVAC r o r t ro I s 5c"',1 "�p;is'zl e ri radily accessible mar,uai or automatic thorMostat for ea h system. Insulati'm CX54 f,'02 I Ceiiii;-,M n.R-M Common wal:a-rrame RA i or 013S.R-3 both-,,ides 4_^.,,vmcn e?,linq&floc,-s R-11. Energy nCA A74-9(irA F LRCS 8,4421 7 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE" = 85.2 I'he higher the score,the more efficient the home. 1. NC v wrixtru.-tion Cr ex,ding New 12. coolili,;sy.'Ceais 2. sij� Ic fa�xnilycv truitDi-lumily Single 114mily it CcoingL Unit cap:292 Bttellr 3, Nu iiboT of units.if multi-liwlxd' i SEER I';00 4. Na"lien f 11 h .'i"% 5, yo;' S. t o Jiti'med floor arca;%W) 1"84 It' 7 (L.i:LtNejrqd by 1-')-104.4Jifri)tdcIaUIt) Dc?cripti(m Arcs 13, Heahn,sySUMR Single or Double WFAULT) 7,1 �,Dbje j)cfj,,jjIt) I a, Mcciiii,,Hcat Pump CUP'X31,8 kRui/fir b UX: HSPF-8 3) r CI ear or Tint DEF.Adl i,L 71• (CIC730 ;57.0 fr- b NiA 8 FIC or C'PC 3 1. Sh b-On-Or2de Edge Itit.ndition R-6 C", i9f.u(p)21 N,A h N-L c M. 14 Flotvialef-wSTCnis VV 11 a. Cap-50()gallons U- 1-r4 11)c Woud.Exterior R i 1.0, 1023.0 ii= EF f)Lg() b f r;nie Wood.Adjaunt R-1 i 0. 358.D III b N!A N"k c. Cotisc-Tation credits 10, CL fin:;typos DHP-r.),.dka1ed JJCa7.P11117p) a. I Jr dej Astic R-210 0, 1705.0 ft' 13 flVk( credit-3 b Ur dei Attic P-17.0 122 0 ft" (CF-C-jjjjjg Gln,(V-Cross ventil:tion, % Jan. a. Sl..-p J11c RetAfric Sup R-(i0 151.0n o'xljing' n. MZ-TT-IvlAiizooc licaLng) I cervi; Alat this home has complied with the Florida.Energy Efficiency Coc[e,For Building S Corsi;ualon through the above energy saving features which will be iustilkid(()r exceeded) ti in this hone before final inspection. OtllenV.'Se,U TIOV EPL Display Card wffl bc completed based )n installed Code ciatura'tint feat=s. Dal cl: Build,r Sig, /30+ Adcre;3 of"'CIV Horne'CC AJ-U CiLs,/FL Zip. *X07prograln. T -': he is only :fire'ligh the P oazpu T -- er 71fiS i P"01� 'iUildifl, -y Rating, ffvourwure i,,,SO or greater(,;r 80 4,' for a US AYDof Fn�'rg`V%P SiVIONO rj"'mnj"r-juah(v for energy ij)jci enev.,nwrtgage (Z,Elf,incif entives ybla ou oin a FinrWuJD'1erg-v('nnge Ratjjrg. Cawa,r the Eneqy Gew4ge Hotline at j21;63X-i4Y-'Or bre bm '71)+'ww.1kC uclxdufor infurn arion anti a pqrers' knepgv F,'Jivienq C(me For twilling cor.w'.Udiulf, costar., rhe Depa,-wiew wt,55t`'487-1K-/ 1 Prodo ninart(glees ty?c fwali.i'll Sumner Fc 11!,, :F V4 21 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House Job,, 11113106 AIR FLOW DESIGNS T AJ;USI WE RD.,JACKSONIV LLE,FL 32207)Phone:(404)396-08$1 Proiect Informatii-i For- QUALITY REMODELING AND FRAMING Notes, #1488 Weather- JaCKSWIVIlle, Intl Airport FL US Winter Design Conditions Summer Design Conditions 01.tside db 32 "F Outside (lb `✓4 'F lr,Ide db 72 OF Inside db 75 "F Design TD 40 r Design TO 19 4F Daily range ;A RalatIve iumidiity !3 Moisture difference 117 g r;'!t. Heating Summary Senaffille Cooflng Eq uipmeni Luau Sizing Buildiog hi-'at jOE'G 34482 Btuh Structure-, I 7,,rS;B Btuh Vent atrm, ,a!- 262 cfm Ventilatic r, 2278 Btuh Ven,at on air loss 11526 Btuh Design k'(!ln--aratL�re swing 3,0 *F Design hEdc 1;'aj 43010 Stuh Use "'fo data n Rate/-wi 19 multiplier 0'S9 Infiltration Total sers. equip.load 19678 Btuh Method Simplified Laterit Cooling Equipment Load Sizing Construction quality Average Fireplaces I Internal yiains 12Ei5 Btuh Ventilatic n 2742 Stuh Heating Cooling Inflitration 274.4 Btuh Area (W) 1484 1484 Total lattrit equip load 6751 Btuh Volume(ft') 13059 13059 Air chanpes/hout 1.2 0,5 Total equipment!odd 264119 Btuh ECjLi�lv A jF(-_FM) 262 109 Heating Equipment Summary Cooling Equipment Summary Make CARRIER AIR C Make CARRIER AIR C Trade Weathermate25HBA Trade Weathermate 25HOA 25HBA330 2SHBA3 30 FY4ANF030 Efficiency 8 3 HSPF Efficiency 13.0 SEER Heating input 0 Stun Sensible cooling 21900 Stuh Heating output 0 Stuh Latent cooling 7300 Stuh Heatingtemp rise 0 OF Total cooling 29200 Btuh Actual heating fan 1000 cffn Actual cooling far. 1000 CfM Heating air flow factor 0032 cfm/Btuh Cooling air flow factor 0 V' 7 efm(Btuh Space thermostat Load sensibly he rt ratio 115 % Printout certified.by ACCA to meet all requirements of Manual J 7th Ed, i. vvrjuh1Ls"-Ft 200&Nov.13 15:24 a2 ,'tit 11 srapshe.Vi Loads(&L-1,RSR, RRPIlOR14as rsr Page 1 Ql v I IV Apo st ON Otl 31, ... a. t to o0t 1 ww ,; oil Jun 14. ..+1 > r t I • IWAMMUM [-i;-11--0DUCT APPROVAL r ownt.w '"swa'o .+arra+" POO" i Vom AubUt Uiar ,NO Assootamd wft GrSab:ation ' Dt�e4,�le1R.2 Apptioatioa#: MA71 Dab 3uta:aitttd: lOJI1RG03 Product Ma;suFacsuras cow Addraaa/p9�ona/annail: SW'W Mukal St (7 6S 7300 Bvalmt4a l+latboct: calmodoe\dads or Liu?os RtieraarAd Stan"Flom sbe Florida B924V YtAX Cotk: AAMAN. WWbA 1997 ' 101243 Cactl�icatfam A,�enn►: rieaerloaa/lrtbitacti:n+al 11d�mu9 AasocLtim Quality AaKMO Be*: VWAtiba fttiy. J i. A dwrszed SiSuato.•a. Ba � EraLeionReat tiplowdad: Int�il�rp»cum�ts t;?ptoadad �'. Noduat Anpoval U406 1 Qpdm A 2006 2:21N page:F— Page 112 Prodect Moderil or Kswc Model UaerlpdattLimits of Use v-,iMw�!w.p!ibn mazubottu'er"s — 2,. Fia l rlaae 33c72won ia:uuct�s, v 1:,.1 16S •3'�DA•35.3/-d� iintmadum awilable Flengal'rat»e Partttaaufietsueq"s 7S2 163 3x73 R-35 m0m lamcmw•' 351-47.2 4�Mromfim evailabis vrwwm Fin PMtr.e Oriel maauricnue:"a 733 16S I. V 0 stallation tuat:uoxions. P 3.41-42.7 Fix inteztaedon avtilLtble •www Dam Fin Rvu Orkl per mraa�cttays"e 95.4 163 On903t-7S 37.9/11,2 �: fnforcaaaion rve�eble eftme >rian .S 5.5 165 e{47xO 1l 23 Brim tnsnnatfML 25.9/44.7 i a=Utlon evGila:,)le - Flaage Flr7ne 1101tipp ioawCtiona. 7516 165 vi 30.81 Y2-35 is k=atm avauide 1ir3SY-47.2 www mih .rom ire lhatno le i t—iniblo-com fac4u75,7 165 ledBa:k inaw4wow. x12 R 3S mattoe aysbbls 35..71.4•►Z TriFIt wltb Per, knu acow's 75.8 bS nous:4md tlatim iatemadons. 9i0 106::72 lt- „iti.Lp�dox avrjlltbte 24.2•31.4 :www, c= mm s S.J �dC FiA Fraa:►e:603 lallatiosi iostruc iaas, -47 DP+4%-17 cn khmatim availabl, W�Wwmftxom hr amnglliaoiera"e 75.10 "54{1 Fin frame 44x72 tiili1Af04 fartcnctioats. -AO DP+4S/472 on uaUsblt .www.m .Doan Per 'e 79,11 $40 Fln Psame 4:x73 'Asbtratiaas. A3 DP f,0/•43 =adm available www mih r!zT#wrwmwOjhp,e-=s •95,12 4 5 Fin Frame 54x90inattuctioaa. 53 DMS.3j 50xAtkv avdable o lw's 75.13 SS Fin fire 41bc84Wbuctious. 150 DF+304fo m don available Per manuScNrat"' , 75.14 �50 Flags Frameiasatuxion3. 12%*.M R,40 . ere iMM mj t ft rve Uble httn:l,ars�r.ftczidih�aldal8.oaft/Ur"lr�...dell.asp?IP'I�6T5n VSO nc= OSzeh M1/04 i o'L1ua uuu•�ti Vke�11j11It pals 64p^ t' _ / / �R • r •r •r 'Ir • Cvnfew P-001=68*rcn psMit tit Remo �.°�'S"r�":•'",.'n�;8��:e`3i':7x",�tY:G';;:�i;thil'�:?NY�"."�i[:•s_�.....•• S"_.• Wrl .y..,.. I:asr: Pe:blia Jeer •Not Assn fisted with Otgrnir cion- Need Hein? Applicatiatt 0: fl.6$1 Date Submitted: 10121!2003 Code Version: 2001 Product lv mufaeturer: Capital Addro"'Phons/emall: 630 w Mwkst St crag PA 17030 (717)363-3300 Category: Window-$ Subcategory: Fixed Fvaltmtion Mathad: Certification Mark or Listing Menaced Standards Rom the Florida Building liesiiltt SMadl d XW Code: AAMA/NW'%DA 1997 101/152 Cardfication Agmtcy: AMetiCml Arol iteral Manufachnm A"istion Quality Ammism Eatity: validstiom butY: Authm;3W Sivetun: Andrt;n Brill t abtiU mibp.c0m Evaluation/Ted Reports Uploedod. Installation DwUlftems Uploaded: Product Approval Method: Method I Option Applicator Stalm; ApplOved Date V6datecl: 1�ttr !!www ilnritinl�niltlina nr�/minr clot]w.en?TPT-ARIA RV-4'kA f -oRtlRrch n i 2106 2 13P!w �r: ,. l. FI -rids Building Lode Online P3lie a v:2 Deft App ey . 1It",91=3 Dow Catifled to the 2004 Code: 7---rX pw:17. I Pap t� ' 64A--,)5 ppl Product 1410dolgor Mods( omits of Use 0 • lotio0. Bevetec Buck Per rr nutnctuO c nsta0ation Instructions. 61.1 1651168 rams 7::x72 C- ro inforrrrtbn availabt 5 DP+4.i/^47.2 t:www.mih .com Fln Frame Par rnanutacturer's nstallation instruefbns. 1.2 1651186 x72 C-35 n inforrikatiom gVNWM P+35,3'•47.2 t wrww.mih .c Fin Frerna per rti�anufacturer"a 73 R-48 nstallation instruttion±s. 561.3 540 informattnn seal lab! P+431-9•3 t;www.rnih .from► Fin Frame or manufacturer"s 73 Rme t taftion instructions. 81.4 540 iMomtition avoilabl +47/1.7 ih .Cwm Fin From r mann ctureM x72 Rm nxteNation Instructions- 091.5•$ 544 ra information available P+4011-0 t:wwW.rnih .00m Flanpa.Tarns per nutnufacturset .A 501680 0x80 R-46*46/- nstsaatior instructions. 1 7 2 Infornati0n avtsi www WF iiiinulActurars Fin Frame 540 66 erne nstallation instructions. 1.7 -3re InIb(matibn aysilabl r www.mlh .Com Fin Frs#rna Par manufactureft M11"G-50 n"Wian instructions. 91.9 583 Inforrnatlon aw*wW P+'301!;0 t:www.r ih .corn ,r•�c—� �r;7s3ilitaNl y �� dgtT&V,' I r Cgoao The Slats of Pianda.All*tts reaches. vca,r.. ,.,. •...... --,.._;_.. .►_., .._n.,v,�,co+ an��na+7 .�unc+...t o•�t i�nnc 7 PM na. P. 411 rC Sp TwIll.l. r A�wma ��7ue14nle1~~Oty�giteLon�r ¢+000ut � t1lot. Public User -Not Arsociaxd with Orlonieadoo- APPUMdem i! FL561 Data 5zbraittod: 1QJ08+'2003 Produa Mauufecn c; lvlli Hoene Prodnar LNC Addtessr]yhonv/cwak 650 W Mitltet St Carats,PA 11030 (717)365.3300 Suboategosy SIf Evabisdon birthed: Cartel atkm Mak of Lisdmg RAre i.td Smdnrds f aa the Plo,&' BW&I ;o4 2,AdAtll YC Code: AAb A/N'WW7A '997 Cott9Icatian Apaoy• Ameflm Arch wtaaal Maauf cums AssochOl n Quality Aulmu.Prsity, valictadm M2+-y; t AW: d Sstaam: Andrew x"UM ahrut�Clhp.eaa Bvdratiaoll'ert Repots Clploaded: • lnste►lation bocwnt�E;plonded: ProC=App-OVd Method: MOM l Opdoa A Appbomios Sums: Appmved Daw Validated: 121304003 httpl'wwvt�:Earidabuikiing.orir�pr deti.asp?I�TRSG1RcRV��fnt�ROSrch 1011,94 Prge:7 GC PsYa x i P Product Mo p.1,0'or Nam Modei Dwripow Uslu(Or ie Alumiu ma Pato 61.1 20 Door 18:!x96 OXX swlir�ot►tias.o 33 DP+351.35 °re mfarang�on% availlable wwwARMAOMAlambznPado p!SIDa1Il ."LM30'"9 61.2 70/452 Door 96x81 X0 A- nation 1m-tmCjom" S UP►M>f•3l iaformatioa available •www .com Alursiucra 1'aCo Par manuf3uA:ratoo 61.3 tIFORP'45Z-O` 144.'IAO RAO iaftmation swibtbls . •www. WAY)Palo Door p�'maanfactursr"�'a 3.4 NOMAD MAO R,30 atioa iacttuctwns. MIS/41.2 tue Wbzmam available wwrw .00m FP iay!Patio Door on x80 ` +35.3/-x:7.2 ora iufotmation irvai.Mble wwvi .oDm . him f. tr'20at11919 Haste., FftVi AM OOMI IOWAd. http:l,�vww.LioridabliMug wg pr/pi dc4.ta ?a"r=561&,RV4&.fm-ROSrch 10/1,104 FlulANq aivawe4� �.�xw Ji111TIBv „4; �! . „ � p�F• 113 MA rJ .' it It �r y oven rr P/O"Sum:h 0"gatim MOW Be" AMfre0fl User: Public User -Not Associated with Organization- Application : FL1663-R1 Date Submitted; 4210 7003 Code Version: 2004 Product Manur. Owens Corniiag Addras!/Pbomalm ail: Oae Owens Corninz Parkway Toledo,OK 43659 (419)249-7060 Categexy: Roofing Subcategory: Asphalt Shingle levaluadon Msdlod: Certification Muk or Listing Referenced Standards tram the Flohda Building Cods: acct sta&rd 11K UL 990(Class 1997 A) ASTM D 3462 2001 ASTM D3161 1999 (modified to 110 mph) Catification Agency: Undemitets Laboratories Inc. Quality Assutsnee Entity: Vautdorn Entity: Authorized Signamrc: Darrel Biggs durel.hisss®owonscorning.com RvaluatiowTost Reports Uploaded: 1AstalWan Docwmants Uploaded: PnIOL X663 RI T laxW1 bets bakoks.p4if PTSD 36a l 1�Eutall Do..a. Q�g fD.Dd� http:/fwww.ftoridabuilding.org/pr/pr detLa9p?IPTo3663&RV-I&fm-ROSrch 8/15/2005 Fiunu �. ev,J '�.J�/11 eVa 11J �V'11: �3 itn'J� tit.. tii pagY. 20 ou zs LiUA4%.,vur. Z.idd3 RI 11 Dtga. $� ll•e f � 36tS�R�,�Ynaeall t7oca. 'Lhr'se Tab.vdf PTTrp j Rl��nstall hexa_ „r•�'�' ErQ..�663 RLLUL mtiflcaboIIlauct QwM �,. Cgrnin¢thinglgd MM Q� pT'tla�,;66a�Ri I L1Y_ C joa,i+IMA 423 a„d A 2 ED.ndf Product Approval Metbod: MWwd t Option A Application Stows: Ponding FBC Approval Date Vandamd' 001110*005 Dog ApProWd: Daft Certltied t*the 2004 Cady. PagerPage tlt Pie” Product MOR d or del llfMits of Use d N � 1.) ' Approvai not for ss in the HVH2.2_)All lia3.i tllre laminate 8C Good"that apply to ndws except Broward nd Miarnl-Dads must be otlowed. ) his Approval not as in the HVHZ.2.)All 63.2 lassie or Clsattio AR 3-tab 8C sections that apply 7� ur>tt�except growatd nd MAMI-Dade met De !lowed. This Approval not for in the HVHZ.2.)All 663.3 akri4 PRO 30 AR Laminate 8C wtions that apply to i1a Untisa except Browwd nd MlarnhDade must be Ibwed. 1.)This Approval notibr e in the HVHZ.2.)All notions,that apply PRO 40 AR Laminate � 3.4 takridge to unties except Brmmrd Ad Mir mi-Dade must be ol[owed. 1.)This Approval not for se in the HVHZ.2.)All 663.5 OaWidgo PRO 54 AR laminate RG sacbens that apply( to unties except Browar0 Miami-Dade must be lowed. 663.6 rominencs AR 3-tab 1.)This Approval not for e in the HVHZ.2.)All BC section:that appy http:!/wv.w.floTidabuilding.orgtpr/Pr_deO.asp?IPT-3663&RV=1&fm-ROSrch 6115/22005 ra' js CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Application Number . . . . . 07-00000596 Date 5/02/07 Property Address . . . . . . 708 BEGONIA ST Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 condenser/lahu installation ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ AIR FLOW DESIGNS INC PO BOX 180308 CASSELBERRY FL 32718 (907) 398-0831 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/29/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79.00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79.00 79. 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. .. CITY OF ATLANTIC BEACH W� MECHANICAL PERMIT APPLICATION 1<60q-7 Date: 5-1-07 Property Address: 708 6 e lon,a. S-1 t& Owner: On 14U 124 m4 de t- h Telephone#(369) 346 -0 7q 9 Contractor: A r I q(A:) DeS I q Telephone #:Lg#qj Contractor Address:SW13 S t tme ead Fax 49,N)73) a y In consideration of permit given for doing the work as desc 'bed in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Q' Electric ❑ Gas: LP Natural _Central Utility Q 1_�QpiW`�n 3q 3qq ❑ Oil ❑ Other-Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK V-HeatGx" Space Recessed ✓Central _Floor hT Residential Air Conditioning: Room ✓Central i/ Duct System: Material Thickness ❑ Commercial Maximum capacity /100 cfm / ❑ Refrigeration tY New Building ❑ Cooling Tower:Capacity gPm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) 13 Tanks (Number) New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel Cl Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other-Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT 3c CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency calki C25 RM330 Cart,e f- a, S (-3,0 HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency IA4 FYy v4 0 Carr)e�- Sko 9.3 TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole.Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845- http:/Iwww.cLatlantic-beach.fl.us V- � ' CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD - ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 t�"tI �c�r INSPECTION EMAIL REQUEST: Building-dept@.,goab.us Application Number . . . . . 07-00000622 Date 5/08/07 Property Address . . . . . . 708 BEGONIA ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc NEW HOME ELECTRICAL WIRING ---------------------------------------------------------------------------- Owner Contractor SCHUMAN ELECTRIC INC. P. O. BOX 48171 JACKSONVILLE FL 32247 (904) 737-4040 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 95. 00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Expiration Date 11/04/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 .00 95. 00 . 00 .00 Plan Check Total . 00 . 00 . 00 .00 Grand Total 95.00 95 . 00 . 00 .00 PERMIT Is APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES CITY OF ATLANTIC BEACH �r ELECTRICAL PERMIT APPLICATION Date: $ / o`7 Property Address: 701St .;r S�-- Owner: �ica,l 1% 6ooll,�i S Telephone#: �dY -7YY-O�ft Contractor: S, IA14nyt rfefrOL ZnC Telephone#: Contractor Address: J,Q. jokZ lax Fax#: 104- 33 Contractor Signature: In consideration of permit given for doing the work as described in the ab e-statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Buoding Type: ❑ Trailer Service: If other construction is New Residence ❑ Temp. 0� New being done on this building ❑ Old ❑ Commercial 13Si s ❑ Increase Or site,list the building � Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size:.? DAMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH C W 3 VOLT ZY0 WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT 30 S Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neonf. Trans Ea.-Sign.7 Miscellaneous V)f a-y� 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• lrttp://www.ci.atlantic-beach.fl.us Revised 1/04 CIV Beach P mnit To: JEA Electric Order Fulfillment, (Fax No.: 665-7372) Attention:. Carol Schweizer/Lorie Craven,21 West Church St T-4 (665-6521) Subject: Citgo of Atlantic Beach Permit# Date: Service Address: J. Owner: Owner Phone: Electrician: Electrician Phone: Type of Work: New Service [� M Home Subfeed rI Increase Service Heat & AC Li Repair Service Li Other [� Rewire [_] Other Description: Temp Pole Li - Service Type: "Overhead (Repair/Replace) Underground(New Services) Building Tse: Residential L_ jChurch "Environmental M-Home Commercial (ether Other Use Description: Service Size: New Service:' Amps: 05,0 volts: No Phase:_ I Existing Service:Amps: Volts: Phase.- E-mail- hase:E-mail: cravli@!ea.com or si:,hin(tjeaxorn or resomLcyieaxom HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Donna Bussey 904 247 5846 May 08 2007 12:19pm Last Transaction Date Time Twe Identification Duration P= Result May 8 12:18pm Fax Sent 96657372 1:19 3 OK City of Atlantic Beach y� 7 Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: October 21, 2008 Contractor: Kevin Bennett Address: 708 Begonia St., Atlantic Beach, Fl 32233 Construction Type: V Occupancy Class: Single Family Dwelling R-3 Permit Number: 06-32366 t G MICHAEL GRIFFIN BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: �/ D Contractor Name: E `1l Permit #: Property Address: -7o O 2fjow,(6,, v Legal Description: Improvements to the above-described property have been completed in accordance with the tez of the permit and are certified to be ready for occupancy as: e-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By zn Public Works Q nV D"A,.v Public Utilities D/-z-1 ly1 C�� Building to,('z ` Planning -M..i Ajr}CA_C D Final Survey with FFE 1/ Yes No All Re-Inspect Fees Paid ✓ Yes No Termite Treatment Yes No Boyd, Nancy From: Clemons, Malcolm Sent: Tuesday, October 21, 2008 8:42 AM To: Kaluzniak, Donna Cc: Boyd, Nancy; Graham Shirley Subject: RE: 708 Begonia Backflow OK Malcolm From: Kaluzniak, Donna Sent: Tuesday,October 21,2008 8:18 AM To: Walker,Chris;Clemons, Malcolm Subject: FW:708 Begonia Have we checked this for CO yet? -Donna From: Boyd, Nancy Sent:Tuesday, October 21, 2008 8:16 AM To: Kaluzniak, Donna Subject: FW: 708 Begonia Donna, forwarding the email from last week regarding a co request on 708 Begonia. Kevin Bennett requests a final CO at 708 Begonia permit#081392. Kevin can be reached @ 744-0747. Nana• Boyd Building Departrucnt Cite 01"Ntlantic Beach (x)01) 2 f7-581 1 nhovd(a)coah.us 1 kaham Shirley From: Walker, Chris Sent: Tuesday,October 21, 2008 8:28 AM To: Kaluzniak, Donna Cc: Graham Shirley Subject: RE: 708 Begonia Yes,everything is good here. From: Kaluzniak, Donna Sent:Tuesday, October 21, 2008 8:18 AM To: Walker,Chris; Clemons, Malcolm Subject: FW: 708 Begonia Have we checked this for CO yet? -Donna From: Boyd, Nancy Sent:Tuesday, October 21, 2008 8:16 AM To: Kaluzniak, Donna Subject: FW: 708 Begonia Donna,forwarding the email from last week regarding a co request on 708 Begonia. Kevin Bennett requests a final CO at 708 Begonia permit#081392. Kevin can be reached @ 744-0747. Nancy Boyd Building Deparonent C'ity ()I*Atlantic Bea(]i 1 It)/17/2008 10:57 9042466495 OMALLEY PAGE 01 r■ 0 Malle.T. REAL ESTATE, INC. 2225 Florida Boulevard, Neptune Beach, FL 32266 Phonc: (904) 241-3141 - Fax: (904) 246-6495 Date: ' Attention: Company: From: �� e' Pages (including this coww page): �— Re: "The information contained in tl'is facsimt (and/or the documents accompanying It)may contain confidential information.The information is intended only for the use of the individuals to whom it is addressed_If you arc not the intended recipient.or the employees or a=cnt responsible for delivering it to the recipient,you arc hereby not fled that any dissemination,distribution.copying or taking of any action in the reliance on the contents of th.s information is strictly prohibited.If you received this facsimile in ern r, please notify us immediately." www.oma l leyrealestate.com FROM FAX NO. Oct. 17 2008 11:31AM Pi MAP SHOWING BOUNDARY SURVEY OF LOT 5 BLOCK 144 ACCORDING TO THE PLAT OF SECTHM *W ATLAITiC MACH AS RECORDED IN PLAT BOOK 18 , PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: SHARON M. KENT, STEWART TITLE GUARANTY COMPANY, WATSON 6 OSBORNE TITLE SERVICES, INC. AND %ANKERR HOME MORTGAGE. (Powngr vTf1 STREET ao,R/W) (NOT AAWD ON FILA%f (NOT PHYSICALLY OPEN) 1/2" z I LOT 4, BLOCK 144 a _ 1/2' "OURDEM- �q Me" (R) Q W//11"-G98' � 0UAR0 1 � t� (DEEP) 0.2' D.0' E.B. 1/2- REBAR o b "ASSOCSURV." V.5 ROOFED CONC. 1 STORY STUCCO dt o F FRAME DWELLING a W/ 10" EAVEScLEA OUT, •• ao oo N0. 708 _ e . FINISHED n cx R •ROOFED r "VATKIN s &V g' ' CONC. DIOVEW Y A 29.7' ri da 23.r 2D.1' \ Ll C CONC. b �. W A/C PAD ° �dfp, 1/2" m:h / N. 0.2' 0.2. "te.8898" W/ I-GUARD" 101.95' M C' 1- (DEEP) I IIV' (R) 09 J I LOT 6, BLOCK 144 ' NOTE: FINSHM f%OOR ELEVATION SHOWN IS RASED ON NOVD 1929. g0w911 2E'9C-ANENT 0C%WM W 10 PE PUrSIX THC max ANNNAL CHANCE 0. ROOD 201A:/RO201A:" gm X(s"Ar-AwAS GF O.tM ANNAL CHANE 01-130k.01-130k. MKA9 OF III; NU ANAL ANSE MTM AVOtAM KP"OF LESS THAN 1 FKDT ON:MTM ORNNAQ AREAS/LSO MAN 1=JAM NII.AND MEAS PNOTWIED 9Y LEWM IRON 1%ANNUAL CHANCE FLOW: , E Y O OWMAL R S 1•ANGLES ARE SHOWN FOR TH1S SURVEY. EN y 2.STRUCTURE DE DETERMINED FROM FSE M.A ODD NAPS PANEL NO,(now ZONE DAWO21:_ ps ASSOCIATED SURVEYORS INC. 3.THIS IS A SURFACE SURVEY ONLY, THE EXTENT OF UNDERCROLRo FOOTINGS, V LAND t ENGINEERING SURVEYS PIPES AND UTILITIES. IF ANY, NOT DETERMINED. 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT 3848 BLANOING BOULEVARD LOCATED BY THIS SURVEY. JACKSONVILLE. FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED, THE PUBLIC 904-771-6468 RECORDS WERE NDT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, TIFICATE OF AUTFgRIZATION NO. LTi OUOS48B COVENANTS,B.RI_'S RESTRIC110NS CIOSURtS, TAKINGS OR ORIXNIVtCES, ETC. THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCGI B.UNLESS OTHERWISE STATED AU.IRON PIKS FOUND HAVE NO IDENTIFICATION. HIS SURVEY WAS DONE UNDER MY II.RYi1nMMONVIATIONS DIRECT SUPERVISION AND EFTS THE MINIMUM TECHNICAL O SET IRON PIPE OR REBAR P.C.-PONT OF CURVE COVT) - COVERED STANDARQS FOR LAND 5 fEYING PURSU T TO CHAPTER "ASSOC.SURVEY" OR L•6.5488 P.T. - PONT OF TMIGENLY E.B.-ELECTRIC BOX 61G17- FLORIDA ADMI A E CODE, APTE 72, F.S. • FOUND IRON PIN OR PIPE (IP) P.R.C. - POINT OF REVERSE CURVE ■ FOUND CONCRETE MONUMENT (C.U.) P.q.C. - PONT OF COMPOUND SUM BY. X- CROSS CUT OR DRILL HOLE (C - COMPUTIW DATA R/W R1CNT OF WAY CH L 8. HATCHER FLORIDACERTIF 7E NO.3771" (R) -RECORD (M)- MEASURED CONC.= CONCRETE B.T.- BUILDING TIE A.=RADIU� L." ARC MOTH ASC -AIR C AUT10NER (E.T.) -� EAVE TIE CHARLES L. STARLING FLORIDA CERT CATE NO, 4.579 O.R-B--0 tAL RECORD BOOK ® .WATER METER 4,= UTILITY POLE RAYMOND J- SCFUIEFER FLORIDA CERTIFICATE NO. 6132 O.R.V. OFFICIAL RECORD VOLUME P.EO. =POOL EQUIPMENT -�=CW ANCHOR P.R.M.-PEftVjOT R6Em=komE iT -O.U.--OVER MEAD UTILITIES CM - CHORD JOB NO. 55601 DATE 15 OCT., QOOB B.R.L. -BUILDING RESTRICTION LINE X—X OWN LINK FENC 9TN.: EN ^— E.T. -ELECTRIC TRMiSFORMER t PAD IN-W WIRE FENCE D-W00 FENCE SCALE: 1' DRAFTER J.E.A -JACKSMVU ELECTRIC AUIFIORIIY I C k R - COVENANTS & RESTRICT"$ NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER ' MiTek POWER TO PERFORM., MiTek Industries, Inc. RE: 053761 - 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 Site Information: Project Customer: Quality Remodeling & Framing Project Name: bennet Lot/Block: 5 Subdivision: Begonia Street Address: lot 5 Begonia ST City: Alantic Beach State: Florida Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria &Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2004/TP12002 Design Program: MiTek 20/20 6.2 Wind Code: ASCE 7-02 Wind Speed: 120 mph Design Method: Main Wind Force Resisting System ASCE 7-02 Roof Load: 45.0 psf Floor Load: N/A psf This package includes 24 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. �eal#b TrussNam DateNo. Seal# _ TJob ID# Truss Nam Date_1 1325157 053761 CJ01 11/29/06 181325174 053761 T09 ~ 11/29/06 L — — — �2 _1111325158 L053761 CJ67 1/29/06_119_ l 111325175 X053761 T11 11/29/06__ti [3 1111325159 1053761 _1J01 111/29106 20 111325176 1053761 _�T12 _11/29%06 �4 111325160 X053761 �02 _ _ 111/29/0_6 21 11113251771053761 T13 111/29/06 15 X111325161 053761 �J03 11/29/06_122 _LI11325178 X053761 T14 11/29/06 1 l6 X111325162 1053761 __JJ61 _ X11/29/06 L2_3 �111325179 X053761 _�T15 11/29/06 L7 1111325163 1053761 J63 111/29 /06 124 L111325180 053761 LT16_ 11!29106 8 i 111325164 1053761 IJ65 (11/29/0_6 1 L9 X111325165 053761 J67 — �111/29/06 -� 110 1111325166 1053761 I T01 . 111/29/06 J1 111325167 �053761 I T0211/29/06 J 12,1111325168 1053761 1T03i__ 11/29/06 J 113 1111325169 053761 T04, _^__ 11/29/06_J 14111325170 053761 T05_ 11/29/06 L15__ 1111325171053761 1T06 ____11/29/06 L16 111325172 053761 �T07 111/29/06 17 _1111325173 1053761 T08 _ �11l29/06 The truss drawing(s)referenced above have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Annandale Millwork Corp. Truss Design Engineer's Name: Garcia, Juan My license renewal date for the state of Florida is February 28,2007. NOTE: The seal on these drawings indicate acceptance of Juan Garcia,FL Lic*58521 14515 industries,Inc. professional engineering responsibility sole) for the truss 14515 North Outer F ort/Drive components shown. The suitability and use of this component suite 300 Chestfor an articular building is the responsibility of the building FL Cert. 66eld,""°'ss°1' Y P 9 P tY 9 FL Cert.#6634 designer, per ANSI/TPI-1 Chapter 2. November 29,2006 1 of 2 Garcia,Juan - - -- — __ Job Truss !Truss Type _ �Qt PI _ - - - - Y I Y -- - 1053761 -- - CJOt - -- — — - i SPECIAL _3- _ 1 Job Reference optional —— - 1113251571 ANNANDALE MILLWORK/ALLIED S,WINCHESTER,VA.22602 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Nov 28 15:56:30 2006 Pagel I I ' I . 7-1-11 2 9-15 - -- _--t----- ---_ - - 4-1_g �_- -- -- -- -_ - -3-0 3 2-9-2 _ __-5 tale=1:22.0 III 3.4 MII20% ----� 4.24 12 7 j 3x4 M1120,:-- m j= i I 1 I, 7 6 q l 2 — 5x8 MII20= 9 3x4 MII20== 2x4 M1120 11 1 / 1.77 12 3x6 MII20= 4-1-8 7-1-11 9-10-13 4-1-8 3-0-3 2-9-2 Plate Offsets [2:0-2-4,0-1-8 ,(7:0-0-11,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.95 Vert(LL) 0.06 9 >999 360 M1120 249/190 TGDL 10.0Lumber Increase 1.25 BC 0.36 Vert(TL) 0.07 8-9 >999 240 j BCLL 10.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code FBC2004/rP12002 (Matrix) Weight:46 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-6 oc bracing. WEBS 2 X 4 SYP No.3 j I REACTIONS (Ib/size) 5=60/Mechanical,2=671/0-3-8,6=464/Mechanical Max Horz2=439(load case 3) Max Uplift5=-95(load case 3),2=-685(load case 3),6=-385(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/55,2-3=-1131/770,3-4=-807/551,4-5=-39/15 BOT CHORD 2-9=-91911018,8-9=-92511027,7-8=-640/701,6-7=0/0 WEBS 3-9=0/128,3-8=-268/309,4-8=-230/443,4-7=-850/776 NOTES 1)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;partially;MWFRS gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 95 Ib uplift at joint 5,685 Ib uplift at joint 2 and 385 Ib uplift at joint 6. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)15 Ib down and 31 Ib up at 4-3-4,15 Ib down and 31 Ib up at 4-3-4,and 51 Ib down and 88 Ib up at 7-1-3,and 51 Ib down and 88 Ib up at 7-1-3 on top chord,and 10 Ib down at 4-3-4,10 Ib down at 4-3-4,and 40 lb down at 7-1-10,and 40 Ib down at 7-1-10 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). I LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Juan Garcia,FL Lic#58521 Uniform Loads(plf) MiTek Industries,Inc. Vert:1-5=-60,2-8=-30,6-8=-30 14515 North Outer Forty Drive Suite 300 Concentrated Loads(lb) Chesterfield,MO,63017 Vert:8=-80(F=-40,B=-40)3=62(F=31,B=31)9=-20(F=-10,8=-10)4=-102(F=-51,B=-51) FL Cert.#6634 1, November 29,2006 WARNING-Verify design parameters and READ NOTES ONTNIS AND INCLUDED MITER REFERENCE PAGE AW-7473 BEFORE USE. � Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Appficobility of design paramenfers and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 'Y' e+ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer,For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI!Quality Criteria,DSB-89 and BCSII Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,583 D'Onofdo Drive,Madison,WI 53719. Chesterfield,MO 63017 Symbols Numbering System ,Qr, General Safety Notes PLATE LOCATION AND ORIENTATION 10� 1 3/4' Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated. 1 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or x-bracing,is always required, see BCSi l. 1 „ 2. Truss bracing must be designed by an engineer.For 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T,1,or Eliminator AL bracing should be considered. C1-2 C23 3. Never exceed the design loading shown and never WEBS c3a 4 stock materials on inadequately braced trusses, 1: Q �'� 3 �� 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate U ab = designer,erection supervisor,property owner and plates 0-'r16'from outside a_ �' U all other interested parties. edge of truss. 0 0 C7-8 C6-7 C5-6 5. Cut members to bear tightly against each other. y_ BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the joint and embed fully,Knots and wane at joint required direction of slots in 8 7 6 5 locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANWTPI 1. *Plate location details available in MiTek 20/20 software or Upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. The first dimension is thelate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT p 10.Camber is a non-structural consideration and is the 4 X A width measured perpendicular NUMBERS/LETTERS. �f responsibility of truss Fabricator.General practice is to to slots.Second dimension is comber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions LATERAL BRACING LOCATION PRODUCT CODE APPROVALS indicated are minimum plating requirements. ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,96046, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A 14,Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur, Icons vary but ©2006 M)TekS All Rights Reserved approval of an engineer. reaction section indicates joint _ -- number where bearings occur. 17.Install and load vertically unless indicated otherwise. �+�® 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metale 19.Review ail portions of this design ifront,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI1: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM., ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate T-•- MiTek Engineering Reference Sheet:MII-7473 Job Truss [Truss Type Qty ply -- r ,053761 CJ67 MONO TRUSS 1 t - -..-- -- - _Job Reference(o�on� - — - -- -- - 111325158 ANNANDALE MILLWORK/ALLIED S,WINCHESTER,VA.22602 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Nov 28 15.56:30 2006 Pagel 1 -- --2-9-15 --1--- --- --- 5-5-3 -9-10.13 - ---I 2-9-15 5-5-3 4-5.10 4 h S :21.2 II SII ,� , 9 3x4 M1120 � 4.24 F-12 3 8 2 I 10 11 7 12 6 5 1 / � 3x6 MII20= 2x4 M1120 11 3x4 MII20== 5-5-3 —f - - 9-10-13 . 5-5-3 4-5.10 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Iidefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.99 Vert(LL) -0.05 6-7 >999 360 M1120 2491190 TCDL 10.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.08 6-7 >999 240 BCLL 10.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.01 5 n1a n1a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:44 Ib 1 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-10 oc bracing. WEBS 2 X 4 SYP No.3 i REACTIONS (Ib/size) 4=143/Mechanical,2=648/0-4-15,5=370/Mechanical Max Horz 2=439(load case 3) Max Uplift4=-213(load case 3),2=-692(load case 3),5=-256(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/57,2-8=-761/417,3-8=-684/430,3-9=-75/5,4-9=-77/39 BOT CHORD 2-10=-5861663,10-11=-586/663,7-11=-586/663,7-12=-586/663,6-12=-586/663,5-6=0/0 WEBS 3-7=0/246,3-6=-732/646 NOTES 1)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;partially;MWFRS gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 213 Ib uplift at joint 4,692 Ib uplift at joint 2 and 256 Ib uplift at joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)16 Ib down and 31 Ib up at 4-3-4,16 Ib down and 31 Ib up at 4-3-4,and 51 ib down and 87 Ib up at 7-1-3,and 51 Ib down and 87 Ib up at 7-1-3 on top chord,and 16 Ib up at 1-5-4,16 Ib up at 1-5-4,10 Ib down at 4-3-4,10 Ib down at 4-3-4,and 40 Ib down at 7-1-3,and 40 Ib down at 7-1-3 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,2-5=-30 Concentrated Loads(Ib) Juan Garcia,FL Lic#58521 Vert:8=62(F=31,B=31)9=-102(F=-51,B=-51)10=33(F=16,B=16)11=-20(F=-10,B=-10)12=-80(F=-40,B=40) MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL CerL#5634 November 29,2006mmmml1 I WARMNG-Verify design parameters and READ NOTES ON TEAS AND INCLUDED AUTEK REFERENCE PAGE AW-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component, Applicability of design poromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek' is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ......o......... fabrication,qualify control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSII Building Component 1 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. - Chesterfield,MO 63017 Symbols numbering System Q General Satery �...._ PLATE LOCATION AND ORIENTATION 3f4' Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated. I6-4-8 dimensions shown in ft-In-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth, diagonal or X-bracing,is always required. See BCSI1. 2. Truss bracing must be designed by an engineer.For 1 2 3 wide truss spacing,individual lateral braces themselves may require bracing,or alternative T,1,or Eliminator TOP CHORDS bracing should be considered. C1-2 C2-3 3. Never exceed the design loading shown and never LO \\1 WEBS car 4 stack materials on inadequately braced trusses. QU ��a 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate trdesigner,erection supervisor,property owner and plates 0-`hd'from outside CL �b u U ail other interested parties. edge of truss. p 5. Cut members to bear tightly against each other. c�-acb-r cs6 � BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 65 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1, connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. *Plate location details available in MITek 20/20 software or upon request, 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. The first dimension is the late CHORDS AND WEBS ARE IDENTIFIED BY END JOINT p 10.Camber is a non-structural consideration and is the 4 X NUMBERS/LETTERS. width measured perpendicular responsibility of truss fabricator.General practice is to to slots.Second dimension is comber for dead load deflection. the length parallel to slots. I 1.Plate type,size,orientation and location dimensions LATERAL BRACING LOCATION PRODUCT CODE APPROVALS indicated are minimum plating requirements. ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,96046, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,i or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft,spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2006 MiTek@ All Rights Reserved approval of an engineer, reaction section indicates joint number Where bearings occur, 17.Install and load vertically unless indicated otherwise. 18.Use of green treated lumber may pose unacceptable environmental,1,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI i: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures!before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTek' is not sufficient. ell, Building Component Safety Information, 20.Design assumes manufacture in accordance with 1-nod Practice for Handling, ANSI/TPI 1 Quality Criteria. ^�pinte POWER To PERFORM.- MiTek Engineering Reference Sheet-MII-7473 1IJob Truss iTruss Type 1Qty Ply — 111325159 053761 J01 MONO SCISSOR 6 1 Job Reference o tio_nal _ ANNANDALE MILLWORK/ALLIED S,WINCHESTER,VA.22602 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Nov 28 15:56:31 2006 Paget — 1 2-0-0 3-0-0 — - - 2-0-0 3-0-0 3 Scale=1:12.41 I /l r 6.00112 2 1 4 0 0 2.50 F12 1 3x4 M1120`=- i 3-0.0 3-0-0 LOADING(psf) SPACING 20-0 CSI DEFL in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) -0.00 2-4 >999 360 M1120 2491190 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 2-4 >999 240 BCLL 10.0 Rep Stress Incr YES WB 0.00 Harz(TL) -0.00 3 We We BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I REACTIONS (Ib/size) 3=3`1/Mechanical,2=31110-3-8,4=42/Mechanical Max Horz2=247(load case 6) i Max Uplift3=-87(load case 7),2---385(load case 6) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/53,2-3=-66/7 BOT CHORD 2-4=-7/7 NOTES 1)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 87 Ib uplift at joint 3 and 385 Ib uplift at joint 2. LOAD CASE(S) Standard Juan Garcia,FL Lic#58521 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 November 29,2006 wARMNG-Ver j f'y design parnma[era and READ NOTES ON TIAs AND INCLUDED MITES REXERENCE PAGE MU-7473 BEFORE USE. - Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek' is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regardingrcnrewu.- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCS11 Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Chesterfield,MO 63017 Symbols Numbering System Get,.. PLATE LOCATION AND ORIENTATION h i 13/4 Center plate on joint unless x,y Failure to Follow Could Cause Propel r offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths, �� (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth, diagonal or X-bracing,is always required. See BCSI1, 2. Truss bracing must be designed by an engineer.For 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T,1,or Eliminator bracing should be considered. c3-z cz-s 3. Never exceed the design loading shown and never d WEBS IN4 stack materials on inadequately braced trusses. Qu > O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate designer,erection supervisor,property owner and plates 0-'!id'from outside p„ Ualt other interested parties. ed e of truss. o_ c7-8 c6-70 5� Cut members to bear tightly against each other, BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1, connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 'Plate location details available in MITek 20/20 Software or upon request. 8, Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication, AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. The first dimension is thelate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT p 10.Camber is anon-structural consideration and is the 4 X ,{ width measured perpendicular NUMBERS/LETTERS. it responsibility of truss fabricator.General practice is to to slots.Second dimension is camber for dead load deflection, the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,96048, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at �fll output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but Q 2006 MiTek®All Rights Reserved approval of an engineer, reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. +��m 1 B.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. a NSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words 'late Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone -1-nrtard for Bracing. MiTek* is not sufficient. L c-fety information, 20.Design assumes manufacture in accordance with --11lna, POWER t0 PERFORM.' ANSI/TPI 1 Quality Criteria. MiTek Engineering Reference Sheet:MII-7473 Job Truss Truss Type Qty Ply 111325160 LJob Aop 6.200 s Oct8 2005 MiTek Industries,Inc. Tue Nov 28 15:56:31 2006 Pa e' 053761 - 1 02—- -- — MONO SCISSOR - 6 1 . 1 ANNANDALE MILLWORK!ALLIED S,WINCHESTER,VA.22602 g —2-0-0 - 5-0-4 — 2-0-0 5-0-0 3 / Scale=1:16.7 6.002 ril J'� I 1 - 2.50�12 1 3x4 MI120= i it 5-0-0 _ 5-0-0 LOADING(psfI SPACING 2-" CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) -0.03 2-4 >999 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.05 2-4 >999 240 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004fTP12002 (Matrix) Weight:20 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. v REACTIONS (lb/size) 3=113/Mechanical,2=379/0-3-8,4=72/Mechanical Max Horz2=343(load case 6) Max Uplift3=-216(load case 6),2=-400(load case 6) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/53,2-3=-166/39 BOT CHORD 2-4=-12/12 NOTES 1)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 216 Ib uplift at joint 3 and 400 Ib uplift at joint 2 LOAD CASE(S) Standard II I� Juan Garcia,FL Lic#58521 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 November 29,2006 I A WARNING-Vert fy design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MZT 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the ! t1 erector,Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rowE..o Psaron�..^ fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719, Chesterfield,MO 63017 Symbols Numbering System Genera Ju,�., PLATE LOCATION AND ORIENTATION N Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated, 111 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. �� (Drawings not to scale) Apply plates to both sides of truss 1, Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-brocing,is always required. See BCSII. t „ 2. Truss bracing must be designed by an engineer.For 2 3 wide truss spacing,individual lateral braces themselves may require bracing,or alternative T,1,or Eliminator TOP CHORDS V- bracing should be considered, CI-2 C2-3 3. Never exceed the design loading shown and never WEBS pa-q stack materials on inadequately braced trusses. CX m e o LJ O u � O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate b designer,erection supervisor,property owner and plates 0-'nd'from outside d �'' u U all other interested parties, edge of truss. 0 C7-8 C6-7 C5-6 5, Cut members to bear tightly against each other. � BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 7 6 5 joint and embed fully,knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI I. connector plates, 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 software or upon request, S. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 197.at time of fabrication, AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. The first dimension is the late CHORDS AND WEBS ARE IDENTIFIED BY END JOINT p 10.Comber is a non-structural consideration and is the 4 X NUMBERSJLETTERS. width measured perpendicular responsibility of truss fabricator.General practice is to to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,96048, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if Indicated. 95110,84-32,96-67,ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but c0 2006 MiTek8 All Rights Reserved approval of an engineer, 4e�� reaction section indicates joint _ _ _ number where bearings occur. 17.Install and load vertically unless indicated otherwise. �M* 18.Use of green or treated lumber may pose unacceptable Sam environmental,health or performance risks,Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review ail portions of this design{front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTek* is not sufficient. Ri jilding Component Safety Information, 20,Design assumes manufacture in accordance with -I c'rnctice for Handling, POWER TO PERFORM.- ANSI/TPI 1 Quality Criteria. MiTek Engineering Reference Sheet:MI1-7473 -Job Truss _- Qty Ply -- - - -- - - _ ITruss Type j053761 J03 SPECIAL 113 1 111325161' —� IJob RefereI — - 2.0-0 5-1-2 7-0-0 gel II ANNANDALE MILLWORK/ALLIED S,WINCHESTER,VA.22602 6 200 s Oct 18 2005 MiTek Industries,Inc. Tue Nov 28 15:56:32 2006 Pa 2-0-0 5-1-2 1-10-14 5 i k Scale=1:21.1 2x4 MII20 11 2x4 M1120= c? 6.00[12 0 / N 3 q 2 = _ 5x8 M1120- 4 1 / / 2.50112 3x4 M1120= � — -- - -- - _..5.1-2 -�----- -�-0 � 5-1-2 1-10-14 LOADING(psf) SPACING 2-0-0 CSI ` DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.20 7 >399 360 MI120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.24 Vert(TL) 0.18 7 >461 240 BCLL 10.0 Rep Stress Incr YES WB 0.23 Horz(TL) -0.05 6 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:31 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP DSS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 5=256/Mechanical,2=460/0-3-8,6=28/Mechanical Max Horz2=439(load case 6) Max Uplift5=-329(load case 6),2=-441(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/53,2-3=-510/533,3-4=-145/1,4-5=-208/110 BOT CHORD 2-7=-791/418,6-7=-0/O WEBS 4-7=-370/300,3-7=-388/774 NOTES 1)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone and C-C,Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces,and for MW FRS for reactions specified. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 329 Ib uplift at joint 5 and 441 Ib uplift at joint 2. LOAD CASE(S) Standard I Juan Garcia,FL Lic#58521 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 November 29,2006 j wARMNG-VerVy design parameters and READ MMES ON TIMS AND INCLUDED 3ffTEE REFERENCE PAGE MZF-7473 BEFORE USE. I, � Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 'Y' e+ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer,For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSfI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Chesterfield,MO 63017 Symbols Numbering System Geneiva. PLATE LOCATION AND ORIENTATION 34' Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated, 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss i. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing.is always required. See BCSI1. T/16! 2. Truss bracing must be designed by an engineer,For 1 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T,I,or Eliminator 1 c1-2 aC2 bracing should be considered. 3. Never exceed the design loading shown and never o WEBS �a 4 stack materials on inadequately braced trusses. O0 ' 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate e designer,erection supervisor,property owner and plates 0-"r,d'from outside d 'b u (�} all other interested parties. edge of truss. 0 5. Cut members to bear tightly against each other. C7-8 CS-8 � BOTTOM CHORDS & Place plates on each face of truss at each This symbol indicates the joint and embed fully.Knots and wane at joint required direction of slots in 8 7 6 5 locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. *Plate location details available in Mitek 20/20 Software or upon request. 8, Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber, The first dimension is thelate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT p 14.Camber is a non-structural consideration and is the 4 X 4 width measured perpendicular NUMBERS/LETTERS. responsibility of truss fabricator.General practice is to to slots.Second dimension is camber for dead load deflection, the length parallel to slots. 11.Plate type,size,orientation and lavation dimensions LATERAL BRACING LOCATION PRODUCT CODE APPROVALS indicated are minimum plating requirements. ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,96048, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A 14.Bottom chords require lateral bracing at ip ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur, Icons vary but CG7 2006 MiTekd All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. — — 17.Install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable CEMIenvironmental,health or performance risks,Consult with Industry Standards: project engineer before use. ANSI/TPI I: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone Standard for Bracing. MiTek is not sufficient. ^¢nt Safety Information, 20.Design assumes manufacture in accordance with 'A^ndling, POWER To PERFORM.- ANSI/TPI 1 Quality Criteria. MITek Engineering Reference Sheet:Mil-7473 Job Truss Truss Type City ply - 1113251621 053761 J61 MONO TRUSS 2 1 Job_ Reference(optional)_ - - - - __- - -- --- - gyp__— -- I ANNANDALE MILLWORK/ALLIED S,WINCHESTER,VA.22602 6.200 s Oct 18 2005 Mitek Industries,Inc. Tue Nov- 28 15:56:3--2 2006 Pagel l -- -- - - 2-0-0 1-0-0 3 200 100 Scale:1.5"=1'' 2 � � 6.0012 4 1 2x4 M1120- -- -- - 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.00 2 >999 360 M1120 249/190 j TCDL 10.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 240 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:7 Ib LUMBER BRACING -- — — TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I REACTIONS (Ib/size) 2=306/0-3-8,4=14/Mechanical,3=-109/Mechanical Max Horz 2=154(load case 6) Max Uplift2=-496(load case 6),3=-109(load case 1) Max Grav2=306(load case 1),4=14(load case 1),3=215(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/54,2-3=-81/129 BOT CHORD 2-4=0/0 i I NOTES 1)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces,and for MW FRS for reactions specified. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 496 Ib uplift at joint 2 and 109 Ib uplift at joint 3. LOAD CASE(S) Standard I Juan Garcia,FIL Lic 58521 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 November 29,2006 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AHTEK REFERENCE PAGE MD--7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Welk is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute,583 D Onofrio Drive,Madison,WI 53719 Forty,Suite#300 Chesterfield,14515 N.Outer erMO 63017 Symbols Numbering System A General .,, PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings(Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or x-bracing,is always required. See BCSI1, 2. Truss bracing must be designed by an engineer.For 2 3 wide truss spacing,individual lateral braces themselves FOP CHORDS may require bracing,or alternative T,1,or Eliminator bracing should be considered. _j.... CI-2 C2.3 ,� WEBS c3 A 3. Never exceed the design loading shown and never p s stack materials on inadequately braced trusses. © u ry X31 © 4, Provide copies of this truss design to the building For 4 x 2 orientation,locateb = designer,erection supervisor,property owner and plates 0-14"from outside a �� U Uail other interested parties. edge of truss. 0 1 0 C7-8 c6-7 C5-6 5. Cut members to bear tightly against each other, ,_ BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. •Plate location details available in MITek 20/28 software or upon request, 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10.Camber is a non-structural consideration and is the width measured perpendicular responsibility of truss fabricator.General practice is to X to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,9604B, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A 14,Bottom chords require latero)bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings " 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but 0 2006 MiTekO All Rights Reserved approval of an engineer. reaction section indicates joint _ number where bearings Occur. 17,install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone „'° Q4• Design Standard for Bracing. is not sufficient. ^ry Component Safety Information, MiTek" 20.Design assumes manufacture in accordance with +re for Handling, POWER TO PERFORM.- ANSI/TPI 1 Quality Crites. ~ MITek Engineering Reference Sheet:MII-7473 Job Truss Truss Type Qty Ply - 1113251631 053761 J63MONO TRUSS ANNANDALE MILLWORK 2 1/ ---— - --- - - _.2 ) Job Reference o trona I ALLIED S,WINCHESTER,VA.22602 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Nov 28 15:56:33 2006 Page!I 3-0-0-- 200 3003 l �l, Scale-1a2.41 3 6.00 f 12 I I 4 1 2x4 M1120- 3-0-0 3A-0 LOADING s SPACING 2-0-0 CSI DEFL In TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) -0.00 (loc Well L/d PLATES GRIP 2-4 >999 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 2-4 >999 240 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I REACTIONS (Ib/size) 3--31/Mechanical,2=31110-3-8,4=42/Mechanical Max Horz2=248(load case 6) Max Uplift3=-85(load case 7),2=-387(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/54,2-3=-65/7 BOT CHORD 2-4=0/0 NOTES 1)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 Ib uplift at joint 3 and 387 lb uplift at joint 2. LOAD CASE(S) Standard I 'I Juan Garcia,FL Lic#58521 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 November 29,2006 I WARNING-Verify design parameters and READ MDTEs om TRls AND INCLUDED mTER REFERENCE PAGE AM-7473 BEFORE USE. � Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding --,n-eran..- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and III Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Chesterfield,MO 63017 Symbols Numbering System A Generai bump., _ PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4 3/A Center plate on joint unless x,y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth, diagonal or X-bracing,is always required. See BCSI1. „ 2. Truss bracing must be designed by an engineer.For 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T,1,or Eliminator Ci-2 C2-3 + bracing should be considered. 3. Never exceed the design loading shown and never 0 WEBS c3a 4 stack materials on inadequately braced trusses. r� 0 © 4. Provide copies of this truss design to the building For 4 X 2 orientation,locate b designer,erection supervisor,property owner and plates 0-1r36'from outsideCL �h u =j all other interested parties, edge of truss. ° g C7-8 c6-7 C5-6 5• Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each �. This symbol indicates the 8 7 6 5 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 software or upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. The first dimension is the late CHORDS AND WEBS ARE IDENTIFIED BY END JOINT P 10.Camber is a non-structural consideration and is the 4 x NUMBERS/LETTERS. width measured perpendicular responsibility of truss fabricator.General practice is to to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352 ER-5243,96046, specified, by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2006 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI i: National Design Specification for Metal19.Review all portions of this design{front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. MiTek* Ri rilding Component Safety Information, 20.Design assumes manufacture in accordance with I Proctice for Handling, ANSI/TPI 1 Quality Criteria. nt }p POWER TO PERFORM.'" , MITek Engineering Reference Sheet:MII-7473 i Y -Y Job [Truss (Truss Type Qt [PI i i 1113251641 1053761 J65 MONO TRUSS 2 1 _ L L __ 1__ Job Referencecptiona� ANNANDALE MILLWORK/ALLIED S,WINCHESTER,VA.22602 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Nov 28 15:56:33 2006 Pagel1 0-0 - - — —5-0-0 2-0-0 5-0-0 3 r� t Scale=1:16.71 I / 6.00 12 ' II I I / y 2 1 - 4 2x4 MII20== 5-0-0 5-0-0 LOPLATES GRIP LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud TI 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) -0.03 2-4 >999 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.05 2-4 >999 240 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a nia BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:19 Ib BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. j BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. � 1 REACTIONS (ibisize) 3=113/Mechanical,2=379/0-3-8,4=72/Mechanical Max Horz 2=344(load case 6) Max Uplift3=-214(load case 6),2=-402(load case 6) I FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/54,2-3=-1 63139 BOT CHORD 2-4=0/0 NOTES 1)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces,and for MW FRS for reactions specified. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 214 Ib uplift at joint 3 and 402 Ib uplift at joint 2. LOAD CASE(S) Standard Juan Garcia,FL Lic#58521 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield;MO,63017 FL Cert.#6634 November 29,2006 I WARNING-Verify design parameters and READ ROTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AM 7473 BEFORE USE. � Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI[Quality Criteria,DSB-89 and BCSII Building Component [ 14515 N.Outer Forty,Sults#300 Safety Information available from Truss Plate Institute,583 D'Onofrto Drive,Madison,WI 53719. Chesterfield,MO 63017 Symbols Numbering System d General Safety Notes PLATE LOCATION AND ORIENTATION Failure #a Follow Could Cause Property 4 1 3/4' Center plate on joint unless x,y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss I. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI1. 2. Truss bracing must be designed by an engineer.For 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T,1,or Eliminator CI-2 C2-3 i-- bracing should be considered. 3. Never exceed the design loading shown and never abi WEBS car 4 stack materials on inadequately braced trusses. MO 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate b = designer,erection supervisor,property owner and plates 0-1116'from outside aa_ �� v U all other interested parties. ed e of truss. dg cb-7 cs-6 O 5. Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint This symbol indicates the 8 7 6 $ required direction of slots in locations are regulated by ANSI(TPi 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI I. *Plate location details available in MITek 20/20 Software or Upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber, The first dimension is the late CHORDS AND WEBS ARE IDENTIFIED BY END JOINT P 10.Camber is anon-structural consideration and is the 4 X NUMBERS/LETTERS. width measured perpendicular responsibility of truss fabricator.General practice is to to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352, ER-5243,96046, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design, if indicated. 95110,84-32,96-67, ER-3907,9432A 14,Bottom chords require lateral bracing at 10 ft,spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15,Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2006 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. �+r 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use, ANS!/TPI1: National Design Specification for Metal ' 19.Review all portions of this design{front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTekis not sufficient. BCSI1: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. XBracing of Metal Plate POWER TO PERFORM;' MiTek Engineering Reference Sheet:MII-7473 Job Truss [Truss Type 1 Qty PI 1113251651 053761 J67 MONO TRUSS 7 6.200 _ Job Reference optional)_ ANNANDALE MILLWORK/ALLIED S.WINCHESTER,VA.22602 s Oct 18 2005 MiTek Industries,Inc. Tue Nov 28 15:56:33 2006 Page!1 2-0-0 7-0-0 4 I � Scale=1:21.1 r i 2x4 M1120-- 6.00112 1120-6.00 12 / 'i 2 6 5 1 2x4 M1120— 3x4 M1120- 7-0-0 - — -- -- - - 700 _ LOADING(psi] SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) -0.12 2-6 >681 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.21 2-6 >389 240 BCLL 10.0 Rep Stress Incr YES WB 0.16 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code FBC2004lrP12002 (Matrix) Weight:31 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-6 oc bracing. WEBS 2 X 4 SYP No.3 I REACTIONS (Ib/size) 4=94/Mechanical,2=460/0-3-8,5=190/Mechanical Max Horz 2=440(load case 6) Max Uplift4=-169(load case 6),2=-442(load case 6),5=-153(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/54,2-3=-252/175,3-4=-114/33 BOT CHORD 2-6=-452/167,5-6=010 I WEBS 3-6=-190/514 NOTES 1)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces,and for MWFRS for reactions specified 12)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 169 Ib uplift at joint 4,442 Ib uplift at joint 2 and 153 Ib uplift at joint 5. LOAD CASE(S) Standard i I Juan Garcia,FL Lic#58521 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 November 29,2006 A WARMNG-Verify design parameters and READ NOTES ON Tffi8 AND INCLUDED WTEK REFERENCE PAGE AM 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicat0ity of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 1 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, MiTek of the e+ erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Powcw ro rsa�oaM fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,OSB-89 and BCSII Building Component14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Chesterfield,MO 63017 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 1 4 1 3/a' Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. �� (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI1. 2. Truss bracing must be designed by an engineer.For 0-1/16, 1 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T,1,or Eliminator CI-2 cz-a j_- bracing should be considered. 4 3. Never exceed the design loading shown and never Q WEBS c3,r stock materials on inadequately braced trusses. 06 m D O u �1 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate {=j cb = designer,erection supervisor,property owner and plates 0-'hi'from outside a. �' u (} all other interested parties. truss.of edge g O a c7-8 c6-7 c5-6 O 5. Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint This symbol indicates the g 7 6 5 required direction of slots in locations are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 Software or Upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19`ro at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9, Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. The first dimension is the late CHORDS AND WEBS ARE IDENTIFIED BY END JOINT A p 10.Camber is a non-structural consideration and is the 4 X 4 width measured perpendicular NUMBERS/LETTERS. responsibility of truss fabricator.General practice is to to slots.Second dimension is camber for dead load deflection, the length parallel to slots. 1 i.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber used shall be of the species and size,and in ail respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352, ER-5243,96046, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft.spacing. BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2006 MiTekd All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI i: National Design Specification for Metal19.Review all portions of this design{front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI 1: BuildingComponent Safety Information, MiTek" 20.Desi n assu manufacture in accordance with P Y g assumes Guide to Good Practice for Handling, POWER TO PERFORM," ANSI/TPI 1 Quality Criteria. of Metal Plate Mrek Engineering Reference Sheet:MII-7473 11 Job Truss [Truss Typey Ply 61 053761 T01 I COMMON 1 1 I Job Reference o tional _ Inc. u Nov 28 15:56:34 2006 Pa6ei 1 ANNANDALE MILLWORK/ALLIED S,WINCHESTER,VA.22602 6.200 s Oct 18 2005 MiTek Industries, c. e 9 I -. ...- .2-0-0 i 3-6-0 -__ 7-4-0 --_ 9-4-0 -_ I 2-0-0 3-8-0 3-8-0 2-0-D Scale=1:18.8 45 M1120 4 3x6 M1120% 3x6 M1120- 3 5 6.00 F-12 V—,,- / 1 6 \8 7 2x4 MII20 1 5x12 M1120= f-- - 3 8-0— -- --- ---1 _. — 7 4 --- — --I 3-8-0 3-8-0 Plate Offsets(X,Y): [2:0-4-13 Edae] [6:0-4-13,Edge] —.__— LOADING(psf) SPACING 2-0-0 CSI DEFL in (ioc) Well Lld PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) -0.01 2-8 X999 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.12 Vert(TL) -0.01 2-8 X999 240 BCLL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 6 n1a nla BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:38 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=450/0-3-8,6=450/0-3-8 Max Horz 2=-97(load case 7) Max Uplift2=-500(load case 6),6=-500(load case 7) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/54,2-3=-373/251,3-4=-318/261,4-5=-318/261,5-6=-373/251,6-7=0/54 BOT CHORD 2-8=-60/290,6-8=-60/290 WEBS 4-8=0/129 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 500 Ib uplift at joint 2 and 500 Ib uplift at joint 6. LOAD CASE(S) Standard Juan Garcia,FL Lic#58521 I MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 November 29,2006, WARNING-VerVy design parameters and READ NOTES ON TMAND INCLUDED NITEE REFERENCE PAGE DSII-7473 BEFORE USE. w. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Pawcw=o PEeran...- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCS11 Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute.583 D'Onofria Drive,Madison,WI 53714. Chesterfield,MO 63017 Symbols Numbering System Q Genera, PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4' Center plate on joint unless x,y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings(Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI1. t/ „ 2. Truss bracing must be designed by an engineer.For 0- ib 1 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T,1,or Eliminator A C14 C2.3 bracing should be considered. 4 3, Never exceed the design loading shown and never WEBS ca4 stack materials on inadequately braced trusses. �\\,.\v Oz3 �� © 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate sdesigner,erection supervisor,property owner and plates 0-'1,6'from outside a. av U all other interested parties. ed e of truss, © a- g c7-a cs� cs 6 O 5. Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates theg 7 6 5 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably y protected from the environment in accord with ANSI/TPI 1, 'Plate location details available in MiTek 20/20 Software or Upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT The first dimension is the plate 10.Camber is anon-structural consideration and is the width measured perpendicular NUMBERS/LETTERS. responsibility of truss fabricator.General practice is to X to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports. 12,Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,96046, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A 14,Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Da not cut or alter truss member or plate without prior (supports)occur. Icons vary but C 2006 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable cm environmental,health or performance risks,Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19-Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone Qg Design Standard for Bracing. MiTek is not sufficient. ^ry Component Safety Information, 20.Design assumes manufacture in accordance with "+^p for Handling, ANSI/TPI I Quality Criteria. POWER To PERFORM.'" MiTek Engineering Reference Sheet:MU-7473 Job Truss - ITruss Type Qty Ply 111325167, �053761 T02 SPECIAL 1 eferen ANNANDALE MILLWORK/ALLIED S,WINCHESTER,VA.22602 6.200 JOctR18 2005 MiTek Industries,Inc. Tue Nov 28 15:56:34 2006 Pagel1 -2-0-0i _-._.._..5-1-2- 7-0-0 12-2-4 - _... 16-4-5 --._ 20-8-3 _25-0-0 28-2-12 _ -32-0-0___ 34-0-0 2-0-0 5-1-2 1-10-14 5-2-4 4-2-1 4-3-13 4-3-13 + 3-2-12 - 3-9-4 2 0 0 Scale=1:60.7'; 05 MII20- 3x4 M1120-- 4x5 MII20- 3x4 M1120= 3x6 M1120-- 3x8 M1120= 3x4 M1120�4 5 22 23 6 7 24 8 25 9 -- -- - - 6.00112 it 3 --- .- 3x4 M1120-z� 10 „ it A 221 -- 20 317x12MII32--{ - 11 Y�q y I 3x6 M1120= 6x8 MII20= 1826 27 1728 29 16 15 30 14 13 3x6 MII20- o 3x8 M1120= 3x4 M112011 4x16 M1120= 3x6 MII20- 3x8 MII20- 2x4 M112011 2.50 12 2x4 M1120 11 1 11 5-1-2 7-0-0 1- 12-2-4 16 4-5 20-8-3 25-0-0 28-2-12 32-0-0 5-1-2 1-10-14 5-2-4 4-2-1 4-3-13 4-3-13 3-2-12 3-9-4 Plate Offsets(X,Y): [2:0-1-4,0-0-8],[19:0-9-12,0-5-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) 0.49 19-20 >773 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.99 Vert(TL) -0.68 19-20 >558 240 BCLL 10.0 Rep Stress Incr NO WB 0.96 Horz(TL) -0.28 2 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:352 Ib LUMBER _ ---- ------ BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-13 oc purlins. BOT CHORD 2 X 4 SYP No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-3-3 oc bracing. 5-18 2 X 4 SYP No.3 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 11=2774/0-3-8,2=2529/0-3-8 Max Horz 11=142(load case 5) Max Upliftl 1=-2128(load case 6),2=-1924(load case 5) Max Grav 11=2779(load case 10),2=2529(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 9-10=-5074/3712,10-11=-5203/3693,11-12=0/54,4-5=-5765/4182,5-22=-8338/6179,22-23=-8338/6179,6-23=-8338/6179, 6-7=-6275/4723,7-24=-6275/4723,8-24=-6275/4723,8-25=-4594/3427,9-25=-4594/3428,1-2=0/53,2-3=-7484/5201, 3-4=-6264/4502 BOT CHORD 18-26=-391/556,26-27=-391/556,17-27=-391/556,17-28=-4240/5892,28-29=-4240/5892,16-29=-4240/5892, 15-16=-4240/5892,15-30=-4240/5892,14-30=-4240/5892,13-14=-3212/4535,11-13=-3212/4535,18-19=-32/194, 5-19=-548/999,20-21=-4388/6430,20-31=-6027/8453,31-32=-6026/8457,19-32=-6026/8458,2-21=-4553/6685 WEBS 10-13=0/94,10-14=-102/114,9-14=-1012/1700,8-14=-1767/1423,8-16=0/291,8-17=-435/535,6-17=-1776/1540, 17-19=-4299/5962,6-19=-1715/2395,5-20=-3062/2421,4-20=-1650/2469,3-20=-1068/837,3-21=-801/1281 NOTES 1)2-ply truss to be connected together with 0.131"x3”Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-7-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 5)Provide adequate drainage to prevent water ponding. Juan Garcia,FL Lic#58521 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek Industries,Inc. 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 14515 North Outer Forty Drive 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of Suite 300 bearing surface. Chesterfield,MO,63017 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2128 Ib uplift at joint 11 and 1924 Ib uplift at FL Cert.#6634 joint 2. November 29,2006 Continued on page 2 A WARNING-Ver j jfy design parnmete-and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AD 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing sown hMiTek' is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillify of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Chesterfield,Outer 63017 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property f 3/q Center plate on joint unless x,y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSII. 1 2. Truss bracing must be designed by an engineer.For 0-/16. i 2 3 wide truss spacing,individual lateral braces themselves 1 TOP CHORDS may require bracing,or alternative T,1,or Eliminator --A- C3-2 C2-3 bracing should be considered. 3. Never exceed the design loading shown and never d WEBS c�4 4 stack materials on inadequately braced trusses. n O 6 > 3 ��T O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate b = designer,erection supervisor,property owner and plates 0-'nd'from outside aU �a 'v U all other interested parties. edge of truss. O c7-e c67 c5_6 O 5. Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 7 6 $ joint and embed fully.Knots and wane at joint required direction Of slots in locations are regulated by ANSI/TPI i. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 software or upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO tHE LEFT. 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. The first dimension is thelate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT P 10.Camber is anon-structural consideration and is the 4 X NUMBERS/LETTERS. width measured perpendicular responsibility of truss fabricator.General practice is to to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311, ESR-1352,ER-5243,9604B, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at �rll output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2006 MiTek@ All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17,Install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTek" isnot sufficient. BCSI1: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. " n�^^inn of Metal Plate POWER ra PERFORM.- MITek Engineering Reference Sheet:Mil-7473 Job, ITruss _ Truss Type _ Qty ply 1053761 T02 SPECIAL 1 [Joitt -�� - 111325167�i Reference o tion.[ ANNANDALE MILLWORK/ALLIED S,WINCHESTER,VA.22602 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Nov 28 15:5634 2006 Pageil2 NOTES 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)255 Ib down and 288 Ib up at 25-0-0,122 Ib down and 162 Ib up at 22-114, 122 Ib down and 162 Ib up at 20-11-4,122 Ib down and 162 Ib up at 18-11-4,122 Ib down and 162 Ib up at 16-11-4,and 122 Ib down and 162 Ib up at 14-11-4,and 122 Ib down and 162 Ib up at 12-11-4 on top chord,and 388 Ib down and 121 Ib up at 25-0-0,72 Ib down at 22-11-4,72 Ib down at 20-11-4,72 Ib down at 18-11-4,72 Ib down at 16-114, 72 Ib down at 14-11-4,72 Ib down at 12-114,2 Ib up at 11-0-12,and 2 Ib up at 9-0-12,and 421 Ib down and 218 Ib up at 7-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:9-12=-60,4-9=-60,14=-60,11-18=-30,19-21=-30,2-21=-30 Concentrated Loads(lb) Vert:9=-21 5(F)7=-122(F)14=-388(F)8=-122(F)16=-72(F)20=-421(F)22=-122(F)23=-122(F)24=-122(F)25=-122(F)26=-72(F)27=-72(F)28=-72(F)29=-72(F) 30=-72(F)31=2(F)32=2(F) j i i I I i i I I ISI i _1 I A WARMNG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU--7473 BEFORE USE. m Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek* is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,583 D Onofrio Drive,Madison,WI 53719. 14515 N.Outer ld,er 63017 ____rf Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x,y Failure to Fallow Could Cause Property offsets are indicated. 1 6-4-8 1 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss i. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI1. } 2. Truss bracing must be designed by an engineer.for 0-Q, 1 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T,1,or Eliminator c1_2 C2-3 j- bracing should be considered. 3. Never exceed the design loading shown and never p WEBS cam, 4 stock materials on inadequately braced trusses. O 3 �,a 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate e = designer,erection supervisor,property owner and plates 0-14"from outside � U all other interested parties. e of truss. edge O cz-e C6-7 c5-6 Q 5• Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 7 6 5 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSi/TPI 1. *Plate location details available in MiTek 20/20 software or upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. The first dimension is thelate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT p 10.Camber is a non-structural consideration and is the 4 X width measured perpendicular NUMBERSJLETffRS. responsibility of truss fabricator.General practice is to to slots.Second dimension is comber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,96048, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2006 MiTek®All Rights Reserved approval of an engineer, reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI i: National Design Specification for Metal19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing, MiTek' is not sufficient. BCSI1: Building Component Safety information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI I Quality Criteria. -f Metal Plate POwSR ro pa£rtF'ortn�,^^ MITek Engineering Reference Sheet:Mll-7473 Job I Truss - I Truss Type -_ -- -- -- - - Trim-- YP Qty Ply 053761 tT03 SPECIAL 1 1 111325168'i Job Reference(optional ANNANDALE MILLWORK/ALLIED S,WINCHESTER,VA.22602 1 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Nov 28 15:56:35 2006 Pagel -2-0-0 5-1-2 - - 9-0-0 12-2-4 17-6-4 23-0-0 27-2-12_ 32-0-0 34-0-0 -- -- - r-- -- - --- __ -- - 2-0-0 5-1-2 3-10-14 3-2-4 5-4-0 5-5-12 4-2-12 -- 4-9-4 2 0.0 ! Scale=1:60.71 5x6 M1120 Symbols Numbering System Gena,... PLATE LOCATION AND ORIENTATION k 3/�' Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss i. Additional stability bracing for truss system,e.g. and fully embed teeth, diagonal or X-bracing,is always required. See BCSII. t „ 2. Truss bracing must be designed by an engineer.for 2 3 wide truss spacing,individual lateral braces themselves --L-- TOP CHORDS may require bracing,or alternative T,I,or Eliminator cT-s c2-s bracing should be considered. ' 4 3. Never exceed the design loading shown and never p Zca, stack materials on inadequately braced trusses. 01 O O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate ar designer,erection supervisor,property owner and plates 0-1jrd'from outside yu' U all other interested parties. truss.of edge ° g © c7-8 c6_7 cs-s O 5. Cut members to bear tightly against each other, BOTTOM CHORDS 6. Place plates on each face of truss of each joint and embed fully.Knots and wane at joint This symbol indicates the g 7 b 5 required direction of slots in locations are regulated by ANSIJ7Pi 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. Plate location details available in MITek 20/20 software or Upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9, Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber, The first dimension is thelate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT P 10.Camber is a non-structural consideration and is the 4 X 4 width measured perpendicular NUMBERS/LETTERS. responsibility of truss fabricator,General practice is to to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,96046, specified, by text in the bracing)section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft,spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2006 MiTea All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design{front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone "'^nriard for Bracing. MiTek"' is not sufficient. `c'ryfety Information, 20.Design assumes manufacture in accordance with --'Tina, POWER TO AER1C+TJRM.TM ANSI/TPI i Quality Criteria. Mitek Engineering Reference Sheet:MII.7473 - -- Job TrussTruss Type 1QtY PIY 11 1325169] 053761 T04 SPECIAL 1 I 1 - - -� - - -- - - - ---._ tJobReference o tional - - -- - - ANNANDALE MILLWORK/ALLIED S,WINCHESTER,VA.22602 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Nov 28 15:56:35 2006 Pagejl 1--2-0-0 5-1-2- _1 1-0- 12-2-41 16-7-2 f 21-0-0 +- 26-2-12 32-0-0 34-0-0 { 2-0-0 5-1-2 5-10-14 1-2-4 4-4-14 4-4-14 5-2-12 5-9-4 2-0-0 Scale=1:60.711 2x4 M1120 5x8 M1120% 5x8 M1120- 3x4 M1120 4 5 6 7 1 6.00!12 2x4 M1120 11 \2x4 M1120i 3 8 �. -,1 �1 , 1 - rn 2 1415 9 10`q 3 = 5x12 M1120= x8 MII207x12 MII20= o 13 12 11 3x6 M1120- 2.50 F11-2 2x4 M112011 3x12 M1120 5x8 M1120= I 21-0-0 26-2-12 32-0-0 5-1-2 5-10-14 1-2-4 8-9-12 5-2-12 5-9-4 Plate Offsets X,Y: - —� 4:0-4-4,0-2-0],[7:0-5-0,0-2-0] [9:0-2-10,0 1-8]_[11_:0-4-0 0-3-0 - - LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.49 14-15 >776 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.60 14-15 >629 240 BCLL 10.0 Rep Stress Incr YES WB 0.66 Horz(TL) -0.24 2 n/a n/a BCDL —5.0 Code FBC2004/TP12002 (Matrix) Weight:181 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1`Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 4-7 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-4-8 oc bracing. BOT CHORD 2 X 4 SYP No.2*Except* WEBS 1 Row at midpt 4-15 5-13 2 X 4 SYP No.3 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 9=1560/0-3-8,2=1560/0-3-8 Max Horz9=187(load case 6) Max Uplift9=-1344(load case 7),2=-1344(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension i TOP CHORD 7-8=-2239/2178,8-9=-2542/2465,9-10=0/54,4-5=-2354/2376,5-6=-2334/2378,6-7=-2025/2188,1-2=0/53,2-3=-4249/3709, 3-4=-4194/4026 BOT CHORD 12-13=-63/29,11-12=-1315/1844,9-11=-1892/2214,13-14=0/80,5-14=-99/146,14-15=-1639/2251,2-15=-3057/3778 WEBS 8-11=-342/627,12-14=-1472/2050,6-14=-279/478,3-15=-203/555,4-14=-328/528,4-15=-1775/1836,6-12=-641/581, 7-12=-371/402,7-11=-293/465 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1344 Ib uplift at joint 9 and 1344 Ib uplift at joint 2. LOAD CASE(S)Standard Juan Garcia,FL Lic#58521 MiTek Industries,Inc. 14515 North Outer Forty Drive ,1 Suite 300 Chesterfield,MO,63017 FL Cert.#6634 �I November 29,2006 A WARNING-Vertjg design p—mctem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AW 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek' is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity,of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,conANSI/TPI1 Quality Criteria,DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute,583 D Onofrio Drivesult,Madison,WI 53719. _ I Forty,Suite#300 Chesterfield,14515 N.Outer er 63017 -- I Symbols Numbering System General Safety N©Tea PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1, Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI1. 1 2. Truss bracing must be designed by an engineer.For 0-/16" 1 2 3 wide truss spacing,individual lateral braces themselves may require bracing,or alternative T,1,or Eliminator TOP CHORDS --- bracing should be considered. C1-2 C2-3 WEBS e3 4 3. Never exceed the design loading shown and never p 4 stack materials on inadequately braced trusses. � � k � b p O � �� 3 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate U e designer,erection supervisor,property owner and plates 0-1116"from outside �'' U ail other interested parties. edge of truss. 0 p 5. Cut members to bear tightly against each other. C7-8 C6-7 ce-6 BOTTOM CHORDS 6. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint This symbol indicates the g 7 6 5 required direction of slots in locations are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 Software or Upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication, AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. The first dimension is the late CHORDS AND WEBS ARE IDENTIFIED BY END JOINT p 10.Camber is anon-structural consideration and is the 4 X NUMBERS/LETTERS. width measured perpendicular responsibility of truss fabricator.General practice is to to slots.Second dimension is comber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,96046, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft,spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15,Connections not shown are the responsibility of others. Indicates location where bearings I&Do not cut or alter truss member or plate without prior ,��F6 (supports)occur. Icons vary but ©2006 MiTek@ All Rights Reserved approval of an engineer. reaction section indicates joint _ number where bearings OCCUF. 17.Install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks,Consult with Industry Standards: project engineer before use. ANSI/TPI 1: National Design Specification for Metal19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTek"' is not sufficient. BCSI1: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER To PERFORM.' ANSI/TPI 1 Quality Criteria. -f Metal Plate MiTek Engineering Reference Sheet:MII-7473 053761 -- T05 Truss --- _ SPECIALPe _ lOty Ply 1 L -- 1113251701 Truss Job Reference(optional ANNANDALE MILLWORK/ALLIED S,WINCHESTER,VA.22602 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Nov 28 15:56:36 2006 Pagel1 -2-0-0 5-1-2 12-2-4 13-0 19-0-0 25-2-12 32-0-0 34-0-0 -- - - ---- - -...- - --I - - -- - -- -- - - -- 2-0-0 5-1-2 7-1-2 0-9-12 6-0-0 6-2-12 6-9-4 2.0-0 i Scale 1:61.71 5x8 M1120- 7x8 M1120 3x4 M11201' 7 6.00112 6 - - - I i 5 3x6 M1120 i 5x8 M1120� 3x4 M1120 4 / \ 8 3 3 to , rr 2 15 _ = s �04 1 167x12 MII20 - --- - -- - 10 io 3x8 M1120 Sx8 M1120= 14 13 12 11 3x6 MII20= 2.50 F12 3x4 M1120 11 4x16 M1120= 3x6 M1120- 2x4 M112011 1 I 5-1-2 12-2-4 4 19-0-0 25-2-12 32-0-0 - - - - --- -- -- -- -- --—�- -- - � 11 5-1-2 7-1-2 6-9-12 6-2-12 6-9-4 Plate Offsets X,Y: 6:0-5-0,0-2-01,[7:0-5-0,0-2-O1,[8:0-4-0,0-3-01, 13:0 5 8,0-2-01 LOADING(pst) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.47 15-16 >818 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.59 15-16 >649 240 BCLL 10.0 Rep Stress Incr YES WB 0.86 Horz(TL) -0.25 2 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:182 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 8-10 2 X 4 SYP No.1,1-4 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 3-3-5 oc bracing. BOT CHORD 2 X 4 SYP No.2*Except* WEBS 1 Row at midpt 6-13,3-15 5-14 2 X 4 SYP No.3 WEBS 2 X 4 SYP No.3 I REACTIONS (Ib/size) 9=1560/0-3-8,2=1560/0-3-8 Max Horz 9=210(load case 6) Max Uplift9=-1436(load case 7),2=-1368(load case 6) l FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 7-8=-1936/1984,8-9=-2600/2417,9-10=0/54,6-7=-1692/1944,1-2=0/53,2-3=-4305/3839,3-4=-2437/2304,4-5=-2350/2324, 5-6=-2270/2557 BOT CHORD 13-14=-132/130,12-13=-1829/2230,11-12=-1829/2230,9-11=-1828/2232,14-15=0/95,5-15=-308/623,15-16=-3080/3666, 2-16=-3189/3838 WEBS 8-11=0/219,8-13=-650/806,7-13=-317/466,6-13=-389/293,13-15=-1172/1814,6-15=-1179/1076,3-15=-1606/1636, 3-16=-551/940 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces,and for MW FRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1436 Ib uplift at joint 9 and 1368 Ib uplift at joint 2. Juan Garcia,FL Lic#58521 LOAD CASE(S) Standard MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 November 29,20061 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEE REFERENCE PAGE MH-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek* is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the e erctor. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,583 D Onofrio Drive,Madison,WI 53719. 14515 N.Outer er 63017 Symbols Numbering System Generai ba,%7 , , PLATE LOCATION AND ORIENTATION , ! 3/4' Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. �� (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSi 1. 2. Truss bracing must be designed by an engineer.For 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T,1,or Eliminator A- bracing should be considered. C1-2 C2-3 3. Never exceed the design loading shown and never WEBS cap 4 stack materials on inadequately braced trusses. 0 m ty r;V a D O � 04. Provide copies of this truss design to the building For 4 x 2 orientation,locate b = designer,erection supervisor,property owner and plates 0-1f,d'from outside a U all other interested parties. edge of truss. 0 p C7-8 Cd-7 5. Cut members to bear tightly against each other. C5-6 � BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1, connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. •Plate location details available in MTek 20/20 software or upon request. 8, Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. The first dimension is thelate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT p 10.Camber is a non-structural consideration and is the 4 X width measured perpendicular NUMBERS/LETTERS. responsibility of truss fabricator.General practice is to to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352, ER-5243,9604B, specified, by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A 14.Bottom chords require latera(bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed.unless otherwise noted. 15.Connections not shown are the responsibility of others, Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. icons vary but cU 2006 MiTek®All Rights Reserved approval of an engineer, reaction section indicates joint number where bearings occur, 17.Install and load vertically unless indicated otherwise. �e 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design{front,back,words Plate Connected Wood Truss Construction. and pictures}before use.Reviewing pictures alone MiT DSB-89: Design Standard for Bracing. is not sufficient. Ruilding Component Safety Information, a 20.Design assumes manufacture in accordance with 1 practice for POWER TO PEf2FL7RM:" Handling. ANSI/TPI i Quality Criteria MiTek Engineering Reference Sheet:MII-7473 IJob Truss- - Truss Type Qty Ply 1113251711 1 1053761 T06 SPECIAL 1 1 r ANNANDALE MILLWORK/ALLIED S,WINCHESTER,VA.22602 L 6.200 s Oct182005 MiTek Industries,Inc. Tue Nov 28 15:56:36 2006 Page � _ — - 11 2-0-4 _5.1_2 -l_ 12-2-4 15-0-0 �17.0-0-1 24-2-12 --._-_a _ 32_0_0 _ 34-0-0 1 _ - - -- -- - - - - - - - -- 2-0-0 5-1-2 7-1-2 2-9-12 2-0-0 7-2-12 7-9-4 2-0-0 Scale=1:66.4 6x8 M1120= 5x10 M1120H- 6.00 L 2 7 3x6 MII20 11 6 -� I 5x10 M1120H WB% 5 \ 3x6 1411120�-- 4x5 M1120-- 8 I 3x4 MII20 4 9 f c 6 3/ 16 I s � I 2 cr -� ---- - ---- 4 01 17 7x12 M1120=' � 3x8 M1120% 5x8 M1120= 15 14 13 12 3x6 MII20 Symbols Numbering System General Safety Nates PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 Center plate on joint unless x,y offsets are indicated. b 4-8 dimensions shown in ft-in-sixteenths Damage or Persona! Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSII I. 8-1/16r 2. Truss bracing must be designed by an engineer.For 1 2 3 wide truss spacing,individual lateral braces themselves 70P CHORDS may require bracing,or alternative T,I,or Eliminator C 1-2 C2-3 - - bracing should be considered. 3. Never exceed the design loading shown and never WEBS �a4 4 stack materials on inadequately braced trusses. O u 4. Provide copies of this truss design to the building O For 4 x 2 orientation,locate b = designer,erection supervisor,property owner and plates 0-'>>d'from outside a �`' 'v U all other interested parties. edge of truss. ° g c7-8 C6-7 C5-6 5. Cut members to bear tightly against each other. f- BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. *Plate location details available in MITek 20/20 Software or Upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. The first dimension is thelate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT P 10.Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 NUMBERSJLETTERS. responsibility of truss fabricator.General practice is to to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 1 l.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber used shail be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-131 1,ESR-1352,ER-5243,96048, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67, ER-3907,9432A 14.Bottom chords require lateral bracing of 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but @ 2006 MiTek@ All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. - 17.Install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable CM environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPII: National Design Specification for Metalw 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI I: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERiroRM." ANSI/TPI I Quality Criteria. Installing&,Bracing of Metal Plate �- - MTek Engineering Reference Sheet:MII-7473 lJob, Truss Truss Type Qty �piy 111325172 i 053761 i T07 SPECIAL 4 i 1 Job Reference optional i - - - - - -. - .3 -- ANNANDALE MILLWORK/ALLIED S,WINCHESTER,VA.22602Industries, 1 1, _-- 16-0.0 23-8-12 6.200 s Oct 1�005 Mitek 0Inc . Tue Nov 28 134 0 07 2006 page{ -2-0-0 5 i -1-2 + 12-2-4 -- - _ - - - - 2-0-0 5-1-2 7-1-2 3-9-12 7-8-12 8 3 4 2-0-0 4x8 MII20 Scale=1:62.31 == 6 6.00 L 3x6 M1120 1: I 5 4x8 M1120�1 4x8 MII20% \ 3x6 MII20 7 3x4 M11201- � 8 j 4 3 _ — 2 -- -- - - rs 13 - --- 9 I4 14 - - -- - -� OJ1- 5x8 M1120= 7x12 M1120--- \ 3x8 MI120= 12 - 11 3x6 MII20� I 2.50 J2 3x6 M1120 11 5x8 M1120- I 12-2-4 21-9-0 5-1-2 7-1-2 9-6-12 10-3-0 Plate Offsets(X,Y): [4:0-4-0 Edge] [7:0-4-0,Edge],[9:0-2-10,0-1-81.111:0 3-4 0-3-0, - - - - - — LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deFl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 0.47 13-14 >811 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.58 13-14 >653 240 BCLL 10.0 Rep Stress Incr YES WB 0.50 Horz(TL) -0.24 2 n/a n/a BCDL 5.0 Code FBC20041TPI2002 (Matrix) Weight:176 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1'Except' TOP CHORD Structural wood sheathing directly applied. 6-7 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-2-13 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 1 Row at midpt 6-11,11-13,6-13,3-13 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 9=1560/0-3-8,2=1560/0-3-8 Max Horz9=243(load case 6) j Max Uplift9=-1397(load case 7),2=-1397(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 6-7=-2206/2519,7-8=-2319/2493,8-9=-2495/2399,9-10=0/54,1-2=0/53,2-3=-4304/3900,3-4=-2437/2347,4-5=-2349/2367, 5-6=-2308/2560 BOT CHORD 11-12=-116/267,9-11=-1785/2134,12-13=0/144,5-13=-325/561,13-14=-3134/3664,2-14=-3244/3837 WEBS 8-11=-455/890,6-11=-883/822,11-13=-815/1239,6-13=-1116/1160,3-13=-1605/1654,3-14=-559/940 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces,and for MW FRS for reactions specified. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1397 Ib uplift at joint 9 and 1397 Ib uplift at joint 2. LOAD CASE(S) Standard Juan Garcia,FL Lic#58521 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 November 29,2006 j A WARNING-VerVy design pammeters and READ NOTES ON TRIS AND INCLUDED MIT'EK REFERENCE PAGE MB-7473 BEFORE USE. I � Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek' is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSO-89 and BCSII Building Component Forty,Suite#300 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. 14515 N.Outer_ _ Chesterfield,Outer MO 63017 Symbols Numbering System Q General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/; Center plate on joint unless x,y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSi 1. T „ 2. Truss bracing must be designed by an engineer.For 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T,I,or Eliminator C12 C23 bracing should be considered. 4 3. Never exceed the design loading shown and never 0 WXZ o34 stack materials on inadequately braced trusses. O �'> 3 O 4. Provide copies of this truss design to the building For 4 X 2 OrientafjOn,locate o = designer,erection supervisor,property owner and plates 0-1/,6'from outside CL w u C} ail other interested parties. edge of truss. g CIS-7 cs-e O 5. Cut members to bear tightly against each other. r BOTTOM CHORDS & Place plates on each face of truss at each This symbol indicates the 8 7 b 5 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. Plate location details available in MTek 20/20 Software Or Upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. The first dimension is thelate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT P 10.Camber is p non-structural consideration and is the 4 X A NUMBERS/LETTERS. �t width measured perpendicular responsibility of truss fabricator.General practice is to to slots.Second dimension is camber for dead load deflection, the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12.lumber used shall be of the species and size,and in ail respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,96046, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but O 2006 MiTek@ All Rights Reserved approval of an engineer. reaction section indicates joint _ __ _ _ number where bearings occur. 17.install and load vertically unless indicated otherwise. Arm 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards- project engineer before use. ANSI/TPI I: National Design Specification for Metal y 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing, MiTek is not sufficient. BCSI1: Building Component Safety Information, 20.Design assumes manufacture in accordance with lirfe to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. ^f Mortal Plate POWER TO PERFQRM."' MITek Engineering Reference Sheet:M11-7473 Job - Truss Truss Type - Qty -ply 111325173: 053761 TOS SPECIAL 3 -1 6.200 s Job B 2005 M Tek Industries,ANNANDALE MILLWORK/ALLIED S,WINCHESTER,VA.22602 Reference � s es,Inc. Tue Nov 28 15.56.37 2006 Page';I T I -2-0-0 8-4-7 4_- _ _ 16-0-0 4- 20-10-4 25-8-8 32-0-0 - -� - - -- --- - - - -- -+-- -- -+- - 2.0-0 8-4-7 7-7-9 4-10-4 4-10-4 6-3-5 2-0-0 1 Scale=1:63.3 4x8 M1120--- 5 6.00 i 12 3x6 M1120 3x6 MII20-�- 5x8101120.- 6 4 ® 3x6 M1120_- 3 II20_3 3x4 101120 11 7 e 5x8 M1120- -� M 2 14 iM 15 12 9 ' 0 1 = 3x6 MII20-- 2x4 M1120 11 3x12 M1120= 101`) 3x6 M1120= 2.50 L12- 11 3x4 101120= 3x8 M112011 8 4-7 --__ 16.0-0 25-8-8 25- 0-4 32-0-0 8-4-7 7 7 9 _ 9-8-8 0-1-12 6-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud� TCLL PLATES GRIP 20.0 Plates Increase 1.25 TC 0.81 Vert(LL) 0.32 2-15 >971 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.45 2-15 >685 240 BCLL 10.0 Rep Stress Incr YES WB 0.46 Horz(TL) -0.17 2 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:151 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins. 5-7 2 X 4 SYP No.1,1-4 2 X 4 SYP DSS BOT CHORD Rigid ceiling directly applied or 3-9-15 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 1 Row at midpt 3-13,6-12 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 9=26110-3-8,11=1601/0-3-8,2=1256/0-3-8 Max Horz9=243(load case 6) Max Uplift9=-378(load case 7),11=-1 258(load case 7),2=-1214(load case 6) Max Grav9=296(load case 11),11=1601(load case 1),2=1256(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 5-6=-1638/1559,6-7=0/352,7-8=-5/288,8-9=-171/355,9-10=0/54,1-2=0153,2-3=-3006/2757,3-4=-1695/1502, 4-5=-1586/1528 BOT CHORD 9-11=-232/231,11-12=-1515/1403,8-12=-365/609,12-13=-727/1150,2-15=-2150/2663,14-15=-2145/2617, 13-14=-2137/2659 WEBS 6-13=0/429,5-13=-748/1021,3-13=-1188/1531,3-15=0/253,6-12=-1832/1441 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces,and for MW FRS for reactions specified. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 378 Ib uplift at joint 9,1258 Ib uplift at joint 11 and 1214 Ib uplift at joint 2. LOAD CASE(S) Standard I Juan Garcia,FL Lic#58521 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 November 29,2006 A WARNING-Vertry design parameter and READ NOTES ON TRIS AND INCLUDED MITER REFERENCE PAGE MB-7473 BEFORE USE. ° Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the M erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,583 D Onofrio Drive,Madison,wl 53719. 4515 N.Outer er 63017 Symbols Numbering System A General _ . PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4 3/4 Center plate on joint unless x,y offsets are indicated. b-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths, �� (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system,e,g. and fully embed teeth. diagonal or x-bracing,is always required. See BCSi1tv . 2, Truss bracing must be designed by an engineer.For 0-1/16 1 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T,1,or Eliminator C1-2 C2-3 bracing should be considered. 3. Never exceed the design loading shown and never p WEBS �a, 4 stack materials on inadequately braced trusses. © U > 3 0 4, Provide copies of this truss design to the building For 4 x 2 orientation,locateU eb designer,erection supervisor,property owner and plates 0-`rid'from outside v U all other interested parties. edge of truss. 0 c7-8 c6-7 cs a O 5. Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each _ This symbol indicates the 8 7 6 5 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSUTPI 1. *Plate location details available in MiTek 20/20 Sottware or upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%,at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT, 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. The first dimension is thelate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT P 10.Camber is anon-structural consideration and is the 4 X NUMBERS/LETTERS. width measured perpendicular responsibility of truss fabricator.General practice is to to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements, LATERAL BRACING LOCATION ICC-ES Reports: 12.lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,96046, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output, Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but 2006 MiTek@ All Rights Reserved approval of an engineer. reaction section indicates joint _ _ number where bearings occur. 17.Install and load vertically unless indicated otherwise. =* 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with industry Standards: project engineer before use. ANSI/TPI l: National Design Specification for Metal „ 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone °a• Design Standard for Bracing. MiTekis not sufficient, ”^^Component Safety Information, 20.Design assumes manufacture in accordance with ``^p for POWER T12 PERFORM Handling, ANSI/TPI 1 Quality Criteria. _ :" MITek Engineering Reference Sheet:MII-7473 ' Job, - (Truss - Truss Type Qty 1Ply 1113251741 053761 - - - T09 - ((SPECIAL 2 - ---1 yJobReference_(optional) , - � 1 a - A NANDALE MILLWORK/ALLIED S,WINCHESTER,VA.22602 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Nov 28 15:56:38 2006 Pagel 1 2-0-0 4-3-8 10.1-12 16-0-0 20-10-4 25-8-8 32-0-0 34-0-0 . -- -f -- --� - - - --f - - -- ---- --- --- f - 2-0-0 4-3-8 5-10-4 5-10-4 4-10-4 4-10-4 6.3-8 2-0-0 Scale=1:63.3 4x8 M1120-= 6 6.00 X12 3x4 M1120� � 3x6 M1120-�' 7 1 3x6 M1120 5 / ® 3x6 MI120� 3x4 M1120 11 4x10 M1120 4 Vim__ 8 9 3 -� - 14 - I 5x8 MII20- C; 15 13 10 0 1 2 0 16 3x6 M1120= 3x6 M1120= 250 12 3x12 M1120= 17 12 3x4 M1120= 3x12 M1120- Symbols _ Numbering System ►► General PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property i 3/a Cplate onenter x,y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides Of truss i. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-brocing,is always required. See SCSI 1, 2. Truss bracing must be designed by an engineer,For 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T,1,or Eliminator Cl-2 C2-3 bracing should be considered. 3. Never exceed the design loading shown and never D WEBS C34 4 stack materials on inadequately braced trusses. Ll © u 3 �1 3 4, Provide copies of this truss design to the building For 4 x 2 orientation,locate e Z designer.erection supervisor,property owner and plates 0-'N"from outside CL u U oil other interested parties. edge of truss. CLC7C7 s c6-7 ca-b F} S. Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the $ 7 6 5 joint and embed fully.Knots and wane at joint _ required direction of slots in locations are regulated by ANSUTPi 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. Plate location details available in MITek 20/20 software or Upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. The first dimension is thelate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT p 10.Camber is anon-structural consideration and is the qX 4 width measured perpendicular NUMBERS/LETTERS. responsibility of truss fabricator.General practice is to to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements, LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,9604B, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. IS.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but 0 2006 MiTek@ All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI l: National Design Specification for Metal 19.Review all portions of this design{front,back,words Plate Connected Wood Truss Construction. iTek and pictures)before use.Reviewing pictures alone ne8-89: Design Standard for Bracing. M * is not sufficient, ��'-Jinq Component Safety Information, 20.Design assumes manufacture in accordance with 0• ,tice for Handling, PQWER t0 PERFORM., ANSI/TPI 1 Quality Criteria. �,w♦o Mitek Engineering Reference Sheet:MII-7473 ' - - -- - Truss- Truss TypeQty Ply 1 SCISSORS 7 1 &NNANDALE MILLWORK/ALLIED S,WINCHESTER,VA.22602 - 6.200 s 18 2005 MiTek Industries,Inc. Tue Nov 28 15:5638 2006 Pagel 1 2-0-0 6-11-5 ---_ 10-10-15 _ _ 16-0-0 21-1-1_ 4 _-_25-0-11 32-0-0 34 0 0 2-0-0 6-11-5 3-11-10 5-1-1 5-1-1 3-11-10 6-11-5 2-0-0 Scale-1:59.7 4x8 M1120= I 5 6.00112 3x4 M1120� �j 3x4 M1120-- 4 1120-4 6 5x8 M1120 5x8 M1120-- 3 1120-3 �� 7 5x8 M1120= 2 12 10 -�`-- M 5x8 M1120=- - 5x8 M1120= 8 2.50112 -__-- g Iq 3x8 M1120 3x8 MII20---- i 9-8-15 16-0-0 22-3-1 32-0-0 9-8-15 6-3-1 6-3-1 9-8-15 Plate Offsets(X,Y): [3:0 4-0,0 3-0],[7:0 4-0,03-0L[10:0 4-0,0 3 0 1`12:0-4-0.0- —-- ---� LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/def] L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.61 11 >620 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.78 2-12 >491 240 BCLL 10.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.48 8 n/a We BCDL 5.0 Code FBC2004frP12002 (Matrix) Weight:151 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-2-14 oc bracing. WEBS 2 X 4 SYPNo.3 REACTIONS (Ib/size) 2=1560/0-3-8,8=1560/0-3-8 Max Horz2=242(load case 6) Max Uplift2=-1397(load case 6),8=-1397(load case 7) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/53,2-3=-4061/3773,3-4=-3703/3405,4-5=-2726/2513,5-6=-2726/2513,6-7=-3703/3405,7-8=-4061/3773,8-9=0/53 BOT CHORD 2-12=-3088/3650,11-12=-2355/3166,10-11=-2355/3166,8-10=-3088/3650 WEBS 5-11=-1701/2034,3-12=-335/660,4-12=-424/551,4-11=-790/958,6-11=-790/958,6-10=-424/551,7-10=-335/660 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02,120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf,Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Bearing at joint(s)2,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1397 Ib uplift at joint 2 and 1397 Ib uplift at joint 8. LOAD CASE(S) Standard Juan Garcia,FL Lic#58521 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 November 29,2006 Ail WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED BITTER REFERENCE PAGE NIII--7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek' is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI7 Quality Crlterla,DSB-89 and BCSII Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,583 D Onofrio Drive,Madison,WI 53719. 14515 N.O er 63017 jymbols Numbering system PLATE LOCATION AND ORIENTATION Failure t© Fallow C4ulci 3/4 Center plate on joint unless x,y offsets are indicated. 6-4-8 1 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. � (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or x-bracing,is always required. See BCSI1. 2. Truss bracing must be designed by an engineer.For Q'116 1 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T,1,or Eliminator Ct-2 C2-3 �- bracing should be considered 3. Never exceed the design loading shown and never 0 WEBS c4 4 stock materials on inadequately braced trusses. =O �� 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate b 1 designer,erection supervisor,property owner and plates 0-'/4'from outside n- �� v (} all other interested parties. edge of truss, °- C7 s c6-7 Cs-6 Q 5. Cut members to bear tightly against each other. BOTTOM CHORDS 6, Place plates on each face of truss at each This symbol indicates the8 7 6 $ joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 Software or Upon request, 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO rHE LEFT. 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. The first dimension is thelate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT p 10.Camber is anon-structural consideration and is the 4 X NUMBERS/LETTERS. width measured perpendicular responsibility of truss fabricator.General practice is to to slats.Second dimension is camber for dead load deflection, the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements, LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,9604B, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design, if indicated. 95110,84-32,96-67,ER-3907,9432A id.Bottom chords require lateral bracing at 10 ff.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but @ 2006 MTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. - 17.Install and load vertically unless indicated otherwise, maw's 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with --Iry Standards: project engineer before use. ' "-bona(Design Specification for Metal 19.Review all portions of this design(front,back,words ^ted Wood Truss Construction. and pictures)before use.Reviewing pictures alone °}rycing. is not sufficient. `^rmation, MiTek 20.Design assumes manufacture in accordance with POWER TO PERFORM.- ANSI/TPI 1 Quality Criteria. "-Tek Enaineedna Reference Sheet,MII-7473 "' Job Truss Truss Type Qty Ply 111325176 053761 T12 SPECIAL Reference— � �_ A NANDALE MILLWORK/ALLIED S,WINCHESTER,VA.22602 6.200 s Oct 18 2005 M Tek Industries,Inc. Tue Nov 28 15:56:39 2006 Page -'2-0-0 r - 6-1 L5 - 9-8 15- - 15 0 0 17 0 0 I - 22 3-1 }- 25-0-11 _{ _--. -_ 32 - _ 34.0.0 { 2-0-0 6-11-5 2-9-10 5-3-1 2-0-0 5-3-1 2-9-10 6-11-5 2-0-0 Scale=1:59.71 5x8 M1120 4x8 M1120- 6.00 1-12 1120-6.00''12 5 6 i I 2x4 M11201 2x4 M1120 11 5x10 M1120H% y 4 i 7 5x10 M1120H 8 3 12 i 5x8M1120- 13 M cq 2 _�� _ 5x8 M1120z� �_'_� 12 5x8 M1120= 2.50[12 10 1 10' 3x8 MI]20= 3x8 MII20= 9-8-15 16-0-0 22-3-1 32-0-0 9-8-15 6-3-1 6-3-1 9-8-15 Plate Offsets(X,Y): [3:0-5-0,0-3-0L[5:0-4-8,0-1-12], 6[ 0 5 0,0 2 0]x_5 0 0-3-Oji 1:0 4-0,0-3-01.[13:0 4-0,0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) lidefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.60 12-13 >633 360 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.79 2-13 >479 240 M1120H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.46 9 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:160 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 5-6 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-2-11 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 1 Row at midpt 5-13,6-11 WEBS 2 X 4 SYP No.3 REACTIONS (lbisize) 2=1560/0-3-8,9=1560/0-3-8 Max Horz 2=231(load case 6) Max Uplift2=-1388(load case 6),9=-1411(load case 7) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/53,2-3=-4071/3731,3-4=-3715/3416,4-5=-3720/3616,5-6=-2650/2562,6-7=-3718/3613,7-8=-3715/3417, 8-9=-4071/3731,9-10=0/53 BOT CHORD 2-13=-3047/3642,12-13=-1613/2577,11-12=-1618/2581,9-11=-3046/3642 WEBS 4-13=-1781409,5-13=-1 29011126,5-12=-3651695,6-12=-416/649,6-11=-1283/1114,7-11=-173/403,3-13=-322/593, 8-11=-318/593 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces,and for MW FRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5)All plates are MT20 plates unless otherwise indicated- 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Bearing atjoint(s)2,9 considers parallel to grain value using ANSIrfPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1388 lb uplift at joint 2 and 1411 Ib uplift at joint 9. LOAD CASE(S) Standard Juan Garcia,FL Lic#58521 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 November 29,20061 WARNING-Vertfy design parameters and READ NOTES ON TRIS AND INCLUDED ffiTES REFERENCE PAGE MU 7473 BEFORE USE. '. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MIT ,\a 4 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding •owls—--- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIt Quality Criteria,DSB-89 and BCS11 Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,583 D'Onofdo Drive.Madison,WI 53719. Chesterfield,MO 63017 Symbols Numbering System Generu, PLATE LOCATION AND ORIENTATION 3/A Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated. 1 6-4-8 1 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths, (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth, diagonal or X-bracing,is always required. See BCSii, t „ 2. Truss bracing must be designed by an engineer,For Itb 1 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T.I,or Eliminator bracing should be considered. C1-2 c2-3 3. Never exceed the design loading shown and never WEBS c34 4 stack materials on inadequately braced trusses. [Y Q h R a O U ' z �� 3 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate n = designer,erection supervisor,property owner and plates 0-N"from outside a- �° 6 U all other interested parties. edge of truss, O c7-a c6-7 cs a -6 O 5, Cut members to bear tightly against each other. BOTTOM CHORDS 6. Pace plates on each face of truss at each This symbol indicates the8 7 6 5 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSUTPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI i, "Plate location details available in Mitek 20/20 Software or upon request. B. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19'x,at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. The first dimension is thelate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT p 10.Camber is a non-structural consideration and is the 4 X width measured perpendicular NUMBERS/LETTERS. responsibility of truss fabricator.General practice is to to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements, LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,9604B, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output, Use T.i or Eliminator bracing NER-487,NER-561 spacing indicated on design, if indicated. 95110,84-32,96-67,ER-3907,9432A 14,Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted, 15.Connections not shown are the responsibility of others. Indicates location Where bearings 16,Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but O 2006 MiTek@ All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. - — - — -- — — -- 17.Install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards' project engineer before use. ANSI/TPI i: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone ^n Standard for Bracing. ' is not sufficient. int Safety information, 20.Design assumes manufacture in accordance with —iling, POWER To PERFORM." ANSI/TPI i Quality Criteria. f MiTek Engineering Reference Sheet:Mii-7473