The URL can be used to link to this page

Permits 480 Ocean Blvd (vault) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032897 Date 5/02/06 Property Address . . . . . . 480 OCEAN BLVD Tenant nbr, name . . . . . . POOL WIRING Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ PORCELLI BARKOSKIE ELECTRICAL SERVICE, 480 OCEAN BLVD. INC. JACKSONVILLE FL 32223 48 S . PENMAN ROAD JAX BEACH FL 32250 (904) 246-4731 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 75 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 PERMT IS"PROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Bull OFFICIAL CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: Property Address: Owner: Nr Telephone#: Contractor. Telephonek Contractor Address: Uez-zlee- V_"A Fax#: )-2'f—,PV 7 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 -ordinance and standards of good practice fisted therein. Building: Building Type: C) Trailer Service: If other construction is 0 New CI Residence 0 Temp. 13 New being done on this building Or site,list the budding c3 Old CI Commercial 0 Signs U Increase Perrrut nwnbcr. El Re-wire Q Addition Sq. Ft. C3 Repair JZ!k� -Conductor Size: ANTS: COPPER El ALUMINUM PK Switch or RACE -Breaker ANVS Af d PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT It-Ile) WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Q 10 AMPq It I nQ AMPR 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 -Motors 0-1 H.P. VOLTAGE PH NO. OVER I H.P. PHS UNDER600V OVER600V -Transformers NO. KVA NO. KVA No.Neon Transf -Ea. Sign -Miscellaneous 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 9 Fax: (904)247-5845 9 http://www.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032388 Date 3/01/06 Property Address . . . . . . 480 OCEAN BLVD Tenant nbr, name . . . . . . INSTALL SWIMMING POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 15000 Owner Contractor ------------------------ ------------------------ PORCELLI , ARTHUR BONAFIDE POOLS 480 OCEAN BLVD. 2210 FLORIDA BLVD. JACKSONVILLE FL 32223 NEPTUNE BEACH FL 32266 (904) 247-1313 -------------------- --------------------- ----------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee 52 . 50 Issue Date . . . . Valuation . . . . 15000 Fee summary Charged Paid Credited Due -------------- --- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total 52 . 50 52 . 50 . 00 . 00 Grand Total 157 . 50 157 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. N, ,14 1 BUILIAM 6fMIAL CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEPARTMENT Q. Ford. S 800 Seminole Road r Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # D(J2 Property Address: -46D oxan vou Applicant: ftrz)- 0-y6�ifs -4 nin f J Poo Project: �55w' W W 1, J T7rmit application has been: APproved F-� Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: VA-� Date: -;kfutof' Date Contractor Notified: CITY OF ATLANTIC BEACH POOL PERMIT APPLICATION Date: Please submit(2) complete sets of plans with ann 5 cation Job Address: q<0 0/6,14" T� 17� Owner: V z toe."I �-e- I I,.-- Phone: Contractor: 4�C A� Phone: �e, Address: Fax: 1ZDL-t9- 1283 City : n C- c State:Q—Zip Code: 31�- Valuation of Proposed Construction: -Y)() Gallons: - *Impervious Surface Calculation: 1431t) 0 Swimming pools shall not be considered as Impervious Surfaces because of their abilitY to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used TUv calculation should re the totai area of hn ervions X_ stir ace to be added under this Permit.such as sidewalk. 'Cooldeck .,vavers, etc. Is approval of Homeowner's Association or other private entity required? Ab—. If yes, please submit with this application. 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 ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as MpE2pn te. Incomplete applications may result in delay in issuance :a of permit. I. Recent Survey-including all existing impervious areas.,-with calculations showing percent of lot coverage. 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUIELDING CARD MUST BE POSTED OR NO INSPECTIONS WUL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845* http://www.ei-atiantic-beach.fl.us Revised 8/04 I hereby certify that all inform eionprovide wi thi I s)app lication is c Ic L 0 Signature of Owner: Date: 77 I hereby certify that I have read and examined this application 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 above information being true and correct and that the plans and supporting data have been or shaH be provided as required. Signature of Contractor: —Date: 1--4 AS TO OWNER: Sworn to and subscribed before me this day of 200(,, State of Florida,County of Duval 0 Notary's Signature: Cynthia A Dymon / ersonally MYCOMMIS&ON# DD259940 EXPIRES P October 2Z 2007 BONDED THRU TROY FAIN INSURANCE INC El Produced Identification Type of Identification Produced AS TO CONTRACTOR: 4 Sworn to and subscribed before me this pzyd day of 20(9 State of Florida,County of Duval V1 -4/_ Notary's Signature: UiA�I Ell"Personally kno'Zi Cynthia A Dymon Produced Identification MYCOMMISSION# DD25n4o EXPIRES October 2Z 2007 Type of Identification Produced BONDED THRU TROi FAIN INSURANCE INC 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800* Fax: (904)247-5845- http://www.ci.atlantic-beach.fl.us Revised 8/04 Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: V-5 2 15161;_, -71, s le- �< Fax: E-Mail: Phone: #.� C —It AS TO OWNER: Sworn to and subscribed before me this day of 20 (a. State of Florida,County of Duval Notary's Signature: Cynthia A Dymon MYCOMMISSIONif DD259940 EXPIRES D/Personally known October 2Z 2007 BONDED T14RU TROY FA#4 INSURANCE INC Produced identificion Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this -�,td day of &q State of Florida,County of Duval Notary's Signature: G2�Personally know4n F-1 Produced identification Type of identification produced PAV Cynthia A Dymon CFL- -.751 MYCOMMISSI # DD259940 EXPIRES ON .4 October 2Z 2007 BONDED THRU TROY FAIN INSURANCE INC. 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 - http://www.ei.atlantic-beach.fl.us Page 2 Revised 1/30/03 CITY OF ATLANTIC BEACH Cc: BUILDING ZONING DEPARTMENT 800 Seminole Road -7 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: 4M Wald, 621 vd-) Applicant: c�4T Project: This permit application has been: [a�pproved 13 Reviewed and the following items need attention: Please re-subm B Y. p cation�when these items have been completed. Reviewed Date: Date Contractor Notified: CITY OF ATLANTIC BEACH POOL PERMIT APPLICATION Date: Oil 0 Please submit(2) complete sets of plans with apnlication Job Address: bilin obn(4 K-,� J Phone: Owner: v / A, . :PC Contractor: �e,4! e�e 1_,— Phone: Address: 0- Fax: - ,--DL4C1- 128-3 , City : State:i�Zip Code: 3c;,�- C Valuation of Proposed Construction: ot)() Gallons: *Impervious Surface Calculation: 4 3 10 Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materialslused Tjli,� etdculation should iy eel the iotai aren of impervions SIM ace io be added under this permit, sych as sidewo-A. 'CooLdeclf'.oaverselc. Is approval of Homeowner's Association or other private entity required? A9-- If yes, please submit with this application. 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 ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appro riate. Incomplete applications may result in delay in issuance of permit. I. Recent Survey—including all existing imRervious areas,with calculations showin2 percent of lot coverage. 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUI[LDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road e Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845- http://www.ci.atlantic-beach.fl.us Revised 8/04 I hereby certify that 0 7infornm ion provid wi this)ap lication is crrfe�ct Signature of Owner: Date: L -2- -O I hereby certify that I have read and examined this application 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 above information being true and correct and that the plans and supporting data have been or shall be provided as required. TLSignature of Contractor: Date: 1--4 & AS TO OWNER: Sworn to and subscribed before me this �-�-Z) day of k�L",Ml 20 j9 State of Florida,County of Duval Notary's Signature: Cynthia A Dymon WIly Perssonally MYCOMMISSK)N# DD25"40 EXPRES October 2Z 2007 1�t Ar, BONDED THRU TROY FAIN INSURANCE,INC. E) Produced Identification Type of Identification Produced AS TO CONTRACTOR: Sworn to and subscribed before me this 0��d day of 20 InA State of Florida,County of Duval Notary's Signature: J ET-'Personally knowZ/ ."0 11, Avin,N11, Cynthia A Dymon Produced Identification MYCOMMISSION# DD259940 UNRES October 2Z 2007 Type of Identification Produced BONDED THRU TROY FAIN INSURANCE INC 800 Seminole Road*Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800* Fax: (904)247-5845* http://www.ci.atlantic-beach.fl.us Revised 8/04 Address and tact information of perso to receiT 111 correspondence regarding this application(please print). Nai Mailing Address: 47, Phone: Fax: <_ E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of 20 State of Florida, County of Duval Notary's Signature: 6 Cynthia A Dymon "P. MYCOMMISSION# DD259940 EXPIRES E3"/Personally know4n _V, ..6. October 2Z 2007 Produced identific ion , 7, BONDED THRU TROY FAIN INSURANCE,INC F Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of 120,0 State of Florida,County of Duval Notary's Signature: h 14, 12/personally known F-1 Produced identification Type of identification produced Cynthia A Dymon # DD259940 EXPIRES MYCOMMISSION zz_ October 2Z 2007 BONDED THRU TROY FAIN WSURANC�INC 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/30/03 eo -06 u e- We 24 s Cle a,?e-r �F7 Woe-: P,�7e ?. 40 P11C A/15/- Sk.�-11 be P--ole-c/e& /-Y 4r.01) A-BC 4,f 4. e. FOOL r-019 14 Pool 430 OceaI7 vd, �Z,9-,Mcl 6,?l T&IO-7 0 Ve r: 0 hr5. A021 '70 01- tie F M, 09 Ogg <1 41 vj, Trd 45� I Jill; dx ioad LA/4�72C Approve'd Swimming Pool, Spa and Wading Pool "Dual Main Drain Atmostherpic Vent Arrangement Complaint with 424.2.6.6 of the Florida Building Cod 0%0, Minimum -6-- , _f !!!!�Turn (TypJ ASIAEANSI A112.19.SMIV87 listed Grates with rn4lichil'19 Main Vvsin Sumps Z'T (Typ, 2 Plac*sl 2- 2" Maximum d1slance to Vent 700 Connection V-0, 9– AO /17 2' Suction Piping 1 112" Vent Piping -Maximum Underwatert length of vent piping 30 feet ..*—Vent to Atmosphere In a manner that the went will not he blocked by Infestation. debris build-up. of microbiological Contamination. Pump ru L ebe) vent: 'POOL SAFETY DEVICE 00 NOT HANDLE' No Scale -MAP SHOWING BOUNDARY SURVEY OF LOT 5 BLOCK 23 ACCORDING TO THE PLAT OF SURDEVISEON "A" ATLANTEC REACH AS RECORDED IN PLAT BOOK 5 PAGE(S) 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: ARTHUR PROCELLI, STEWART TITLE GUARANTY COMPANY, WATSON & OSBORNE TITLE SERVICES, INC. AND OCEANSIDE BANK. FIF "rH SIrREEY 40' R/W 3/4" NNW 10 This sub Ised zoning, [I. mom bw ds"to 4=11 for" Issuance Of with Florid*BuI10"Code-wId At 0Af0hWw local, State and F must be d of I" Aftnft LOT 6 Beach B BLOCK 23 Building Sm Approved By. Of" Dote: LU 4 15' (R) . I �-:- 3.2' 0.2' w'w U 0- 4 ro - C r-: 32.0' 0.1' 12.0' 40.6' 0) . 0 15 '0 LOT 5 0 .0, Uj > 0 BLOCK 23 .4 Z Uj CONCRETE 0 COVERED WALK J T1 _j 1 STORY BRICK 11 9. 20.0' (L 0.4! RESIDENCE 0 Irf 10 1 Lj NO. 480 I " .. . 0 (ZO' EAVES) 0 g 0 CONCRETE Lr) LO DRIVE % 65.1' AC BCONCRETE 7206!0' '90 0 PAD PAD CONCRETE 01s. w Uj 1.3' PAD n n CO -1L 3.0' U J 1/2" Cy IR 6 114.99' (M) 0 r4C3 115' (R) Z r") 1/2" 0 _j LOT 4 BLOCK �3 E Y 0 GENERAL NOTESs 1. MMES ARE SHOWN FOR 'MIS SURVEY 2.STRUCTURE NO. 480 SHOYM HEREON LIES WITHIN FLOOD ZONE X AS BEST SURVEYORS INC. DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO. I DATED04-17-1989 LAND & ENGINEERING SURVEYS 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGIRKU-N-D FOOD PIPES AND UTILITIES, IF ANY, NOT DETERMINED. 3846 BLANDING BOULEVARD 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT JACKSONVILLE, FLORIDA 32210 LOCATED BY THIS SURVEY. 904-771-6468 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC 0 CERTIFICATE OF AUTHORIZATION NO. LB 0005488 RECORDS WERE NOT SEARCHED*BY THIS SURVEYOR FOR EASEMENTS, s V TITLE, COVENANTS, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL STANDARDS FOR LANOSURVEYING P RSUAN TO CHAPTER -0 - GUY ANCHOR Lr.QRNI)/A5wI1VIATI0N0 (R) - RECORD 61G�*6. FLORIDA INIS !ON C E. C1 TER 472. F.S. 0 =SET IRON PIPE OR REBAR MARKED P.C.= POINT OF CURVE (M)-MEASURED ASSOC. SURVEY " OR L.B. 5488 P.T.-POINT OF TANGENCY A - CENTRAL FOUND IRON PIN OR PIPE C/L - CENTERUNE MCLE FOUND CONCRETE MONUMENT I.P.= IRON PIPE OR PIN L-ARC LENGTH BY: CHARLES B. HAICHO' FLORIDA VkTIFICATE NO. 3771 X CROSS CUT OR DRILL HOLE R/W RIGHT OF WAY R- RADWS I P.R.C.- POINT OF REVERSE CURVE W WIRE FENCE 0 - WATER By: CHARLES L. STAR4NG FLORIDA/CERTIFICATE NO. 4579 P.C.C.- POINT OF COMPOUND CURVE 0-0- WOOD FENCE METER BY: RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO.1 6132 B.R,L - BUILDING RESTRICTION LINE CONC.- CONCRETE G - WELL JOB NO. 46304 DATE 07-22-2005 LI(ORS) = OFFICIAL RECORDS BOOK X-X-CHAINLINK FENCE * - STREET SCALE: 1 20' DRAFTER C.L.S. (ORV) - OFnCIAL RECORDS VOLUME cCL) = UTILITY POLE LIGHT J.EA =JACKSONVILLE ELECTRIC AUTHORITY OU--OVERHEAD UTILITIES NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAJSED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER 1_4 tv LNII V-f Z �.:5 NOTICE OF COMMENCEMENT Permit No. Tax Folio No. Doc#2006067753,OR BK 13094 Page 555, Number Pages:1 Filed&Recorded 02/27/2006 at 12:29 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY lie undersigned hereby infornis all concerned that improvements will be RECORDING$10.00 )certain real property, and in accordance willi Section 713-13 of(Ile Flo tames(revised 10-1-96), it - f 11 1 , ' if ation is stated; IF o oNying n oiTn 4ner's name(print) V- e) 0 Adress J-1� 0 0 e a-, _d , )wner interest in property yk ieneral description of improvement VV ., ry) /4 ,egal description of property 'cc simple title holder(if other than owner): qarne(prilit) j,011tractor(print) P.v e,��j,L. kdd.ress P71 I rriephone 6%4j Fax CD_ (A-46 ;Urcty(if ally)(print) Amount of Bond kddress releplione Fax Person or tender making a loan for construction of improvements: Name(Prillt) Nddress 1'elepholle L-) Fax Persons within the Stale of Floritla designated by owner upon whom notices or other documents may be served as provided by �larnc(Print) kddress releplione Fax n addition to hiniself, owner designates the following person to receive a copy of the lienor's notice as provided in Section '13,13(l)(b),Florida Slatiaes(fill in at owner's option): iarne(Print) ,ddress clephoric —Fax 1)Ile Owncj�s Signature Date Mgned Pzay e Owner's fqalllc (print) In County Named Of State Angem j.js&Aon laic of Floi-ida Y W cotZ, ExPkn June 12,2W lie foregoin *11ment was a ledged before me 7 Notary Public d a y o f Loo or,L.- kc, who is personaTly (name 4,Nolary, typed or printed) iown to me or who has produced__ Commission Number as ideutification. Commission Expires_ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . OS-00031564 Date 1/11/06 Property Address . . . . . . 480 OCEAN BLVD Tenant nbr, name . . . . . . ADD 2ND FLR OVER 1ST FLR Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 190000 Owner Contractor - ----------------------- ------------------------ PORCELLI R. S . PENNINGTON CONSTRUCTION 480 OCEAN BLVD. 380 13TH AVE N JACKSONVILLE FL 32223 JAX BEACH FL 32250 (904) 993-2000 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . NICK' S SOLAR & AIR SYSTEMS Permit Fee . . . . 123 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 123 . 00 123 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 123 . 00 123 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC REACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDINCOP"'CIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Property Address: wo cc 1L=L/a Owner: Telephone#: .2 2�2 IOU Contractor: ..''6 C!�Lj JA,ifelephone Contractor Address: I.J,2 u Fax#: Contractor Signature: ,61 In consideration of permit given for doing the��&rk 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 die 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 0 Electric or site,list the building permit number: La Gas: —LP —Natural —Central Utility • Oil • Other—Specify_ MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK • Heat Space Recessed Central —Floor Residential • Air Cond-itioning: Room Central X C3 Duct System: Mat�r7tal ------ ickness-4-6- 0 Commercial -Maximum capaci P11 ,120-p—arn Ll New Building • Refrigeratiok- 0 a 0 • Cooling Tower: Capacity Ll Existing Building El Fire Sprinklers:Number of Heads • Elevator: —- Manlift Escalatoi�—(Number) Ll Replacement of Existing System • Gasoline Pumps —(Number) • Tanks - I (Number) New Installation • LPG Containers —(Number) X (No system previously installed) C3 Unfired Pressure Vessel U Extension or Add-on to Existing System C3 Boilers E3 Gas Piping Q Other-Specify_ Ll Other-Specify_ LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSORIS Approving Number Units Description Model# Manufacturer Ton's Agency 24 L/ HEATING-FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model Manufacturer BTU's Agency 3 0 3XZ0 -2 4WQ e--2 W%le - TANKS Nominal Capacity Type Liquid -. Serial Approving How Many &Dimensions Contained Manufacturer — No. Agency 800 Seminole Road 9 Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800* Fax: (904)247-5845 e http://www.ei.atlantic-beach.fl.us Revised 1/04 I I J'i CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033234 Date 7/25/06 Property Address . . . . . . 480 OCEAN BLVD Tenant nbr, name INSTALL PAVERS Application description . . . RIGHT OF WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ PORCELLI, ARTHUR OWNER 480 OCEAN BLVD. JACKSONVILLE FL 32223 ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 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. CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: S.Makowski Building Department Public Works&Public Utilities Departments L. Higgins 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# Property Address: f) bd V Applicant: Pace I I (' Project: Tm5im I I e his permit application has been: Approved as noted by the?A.,� Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: Proposed indicated City sidewalk to be replaced with pavers. Not allowed per City Code 19-7 (h) . Sidewalk� must remain plain co crete. 4 10.0 04 V Please re-submit y_qur application when these items have been completed. Reviewed B :- 1 100, r Date Contractor Notified: 41 IeJ JUN 16 2000 CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS--OF-WAY AND EASEMENTS 800 Seminole Road 2 V 800 -5445 Fax 904-247-5845 Atlantic Beach, Florida 32233 PLEASE SU13MIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date 5f r,4E, RMIT PE ISSUED BY THE CITY Job Address �Ixo Permitee: Z/�'�I/"- Telephone — 1 Permittee Address: 7C/- Requesting Permission to gonstruct: 1517 6A 141IVc,I Za 61 Z Location: (Reference to Cross-Street).. /2-0 Ke -�/- 27 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches- A Letter of Notification was mailed.to the following Utilities/Municipalities: Jacksonville Electric Authority Yes ( ) No ( ) Date: Bell South Telephone Company Yes ( ) No ( ) Date: Ferrell Gas Yes ( ) No ( ) Date: Comcast Yes ( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shail meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of (Contractor's Project Superintendent) located at Telephone* 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. I hall be made a 6. A sketch of plans covering details of this installation, as wel as a copy of a recent survey s part of this permit. Calculations showing any increase in impervious area on owner's lot or in the_21ty Right of'Play are to be included with this application. 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, andc6bt of expenses arising in any manner of the exercise or attempted exercises by the holder of the fore aid r �hts and privileges. 9. The Director of Pu i W s all notified nty-four (24) hours prior to starting work and ag immediately upon om I n. K.CUNNINGHAM 4 Not"pubic-State of FloO OWNER— Fab 28,2010 J omffftsion Expires C .05 -W #oo 523638 S Date:(D somw By National Nolary Assn B,;fore me day of i the Count pf Duval, State Of Flo -;R�ally appeared (16MA UK nk/tf-L J Notary Public at Large,State of Florida_County of Duval. My commission ex .res- 10 Personally Known: Produced Identification: R.O.W.Permit Attachment of for R.O.W.Permit# issued 2005 Atlantic Beach � 32233 Owner's Name: 1_,�A Property Address: �Ileel" Subdivision: Lot#/Block 4: R.E. 4: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of — , 2005, by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY" and of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work 1 e Ily lescrib9l as: i),qw-S 7-� 4 /P1141/tf,!fT ^,�'eklllld r 6 ZZ Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address: The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code, and all other land use and code requirements of the CITY. The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The Page I of 2 USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty (30) days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this day of Ivy) 200 CITY OF ATLANTIC BEACH,FLORIDA, By: a municipal corporation: Property IQRGer By: Jim Hanson, City Manager Attest: Rick Carper, Public Works Director STATE OF FLORIDA COUNTY OF DUVAL 110 On this day of 200-��, pe sonally appeared before me, a Notary P11wic in and for said County and State, 0, _k9fireeill the property owner of -4bD Wan hlvi , Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. By: �Notary I/ C or said County and State P�opKi0w)(ei-L/ (to be signed in presence of the Notary) K. CU INN"PW*-oft of Fkft ca ' *n EVMF*3& CAmmh"0 DD S231X �ft NOW NOW AM Page 2 of 2 UN-01-2006 10 :45 AM SANDYSANL� 904 �e4l ICOMMMUL I REsiDENTIAL creative ign Pavers, Inc. 2020 arant Loop N. 0115VEWAYS Nopwrie Beach. Fl, 32296 DATE: BRIM PATIOS Office! 904-242-0079 POOLDECKS Fax: 904-242-0079 RETAIMMG WALL$ P9 'POSAL I ACCEPTANICE WU'Nam 1)T'd Coll, Art Poroall! (904) 568-1894 0 L Ma"! a tamli.: 48 71 n Blvd. Porcelli 0 Ooea CITY,=%AND ZIP BOD16- Jai ADDRESS: Atlanfic Beach, Fl. Same PHONE: FAX CITY,rTATE AND ZIP MOE subdivision., 270-2250 1270-2261 Interlocking concreft pavers by Tremron- Stiles: Old Towne cow, TIIID Pattern RoKlon Border: Bx$ Color. IM Coping NIA CmtW@ Design Pavers, Inc. will furrilsh and Install Interlocking comeate powers Over a compacted setting bad appropriate for proper Installation or as per plane end or spealfic"ons. Install pavers for driveway and front sidewalk-Approx 820 sq ft a 4 4.75 aq ft $ 3,895-00 Install pavers around pool and 3' sidewalk to side door-Approx 862 eq ft 4.75 eq ft 4,094.50 Install 1-3 ft paver step at side door 120.00 Note: Concrete driveway to be removed by others Paver estimate includes a 7 % waste factor MOTO:1)AN prices st*04 to&W field mesturnmem 2)A Q we D"n pavers MpnNWft&o GUM NXWM 11111 MWWWW Wait beta slarling. 3)All grading Is to be at mIrm 3-3 I12_Inches and Is the responsibility of(14.to Insure proper sWaftne. 4)AnyaddftkxWjpsd- will beatItte no ofW6,00 per hour. S)AIlasshtobeg' - In one loceftn to be deposed by Q.QThe disposal of Crs&%Design Pr*ws ftwh will beat the rate of$300.00 6)Cresthe Dealon Parsts,Inc.Is not,am ble for any per"MN under any corodons. 7)Due to color pigmenoMon and leAurs Croadve Design Pswers Is not respors"for varisdons. WoPrOP069hembyteflurnishinaW and labor-coil piste in accordance with�hom speaffIcaftne,for the sum at. DOLLARS $ 8,109.50 payment =01CM m%ouverr 11,111clupolcomm.171311 If this Is a credit tmnsaction V*ser"mant top oredit is contained in Q"06r0la dow"m Authodzed wNch Is incorporated Mmin by rolarenm and is mods a part thereof.INV6 the underallinod aft horeby authorizing CM&WO DeWan PMM to M*and MVWM MyloLir Slunabla's WK r=wM ,Zlnds rWlW paring aWcV and relesso ftm from all nap lily ad I YwUnt offort, Sandy Sandem NO WOWA W TO 119 DONE OTHER THAN THAT SPECIFIED Creative Design Pavers IN THIS CONTRACT WITMOUT ADDMONAL CHARGES. This agmarrw4listnu annoW and supws6dw any o1w,veftl or othorwise.Sprinkler Aomplad W. "awns,utift lines andVor arly o0w underground Wift not specifically to Honed In abomm conuse vAll be do responsilbft af customer and not 096P clestlys 0061W pavers.hm P . IMAP SHOWING BOUNDARY SURVEY OF LOT 5 BLOCK 23 ACCORDING TO THE PLAT OF SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5 , PAGE(S) 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: ARTHUR PROCELLI, STEWART TITLE GUARANTY COMPANY, WATSON & OSBORNE TITLE SERVICES, INC. AND OCEANSIDE BANK. FIFTH STREIET 40' R/W 3/4" LOT 6 BLOCK 23 ro 114.8W (M) Lli 7-�< 0 0 N 115' (R) < d 1/2" d 1/210 3.2' 0.2 n u u L0 It Pr) 32.6 0.1' 12.6 40.6' 0 LOT 5 0 > C) BLOCK 23 M w _j COVERED CONCRETE J A' Tl WALK A Ix 20.0' 0.4' 1 STORY BRICK RESIDENCE in NO. 480 A 0 (2.0' EAVES) CONCRETE 0 CL Lo (o cr_ LLI 0 nRIVE 0 JIK C-4 to Lij z .... .... ..... - - 65.1' 20!0' '90 AC F4-1 CONCRETE -in PAD PAD CONCRETE uj < n n 1.3' PAD x j1 3.0' 0 C40 115' (R) 1/201 o 0 F_ c; 114.99' (M) z to < 1/2" < 0 LOT 4 BLOCK 23 v o QENERAL NOTESi 62 1. ANGLES ARE SHOWN FOR THIS SURVEY 2.STRUCTURE NO. 480 SHOWN HEREON LIES %THIN FLOOD ZONE X AS BEST ASSOCIATED SURVEYOR3 INC. DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO. 1 DATEDO4-17�1989. LAND & ENGINEERING SURVEYS 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, Lu PIPES AND UTILITIES, IF ANY, NOT DETERMINED. 3846 BLANDING BOULEVARD 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT JACKSONVILLE, FLORIDA 32210 LOCATED BY THIS SURVEY. 904-771-6468 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC CERTIFICATE OF AUTHORIZATION NO. LB 0005488 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS,l 0 s s v TITLE. COVENANTS, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. DIRECT SUPERVISI D MEETS THE MINIMUM TECHNICAL GUY ANCHOR LEGENDIAMEVIATIONS (R) - RECORD ON 1 -0 STANDARDS FOR LAN PSURVEYING RSUANJ TO CHAPTER A Ct4 0 SET IRON PIPE OR REBAR MAKED P.C.= POINT OF CURVE (M)-MEASURED 6;� 6,�FLORID INIS7PATION E, TER 472, F.S. ASSOC. SURVEY " OR L.B. 5488 P.T.=POINT OF TANGENCY A - CENTRAL FOUND IRON PIN OR PIPE C/L = CENTERLINE ANGLE FOUND CONCRETE MONUMENT I.P.= IRON PIPE OR PIN L-ARC LENGTH X CROSS CUT OR DRILL HOLE R/W - RIGHT OF WAY R- RADIUS P.R.C. POINT OF REVERSE CURVE W - WIRE FENCE 0 WATER BY:/CHARLES B. HKrCHVF' FLORIDA RTHICATE NO. 3771 BY:ICHARLES L. STARLpG FLORIDA/CERTIFICATE NO. 4579 p.C.C. POINT OF COMPOUND CU E10-0- WOOD FENCE METER CTION L7 BY*. RAYMOND J. SCHAEFER FLORIDA CERTiFICATE NO. 6132 B.R.L BUILDING RESTRI NE CONC.- CONCRETE 0 = WELL I(ORB) OFFICIAL RECORDS; BOOKIX—X-CHNNUNK FENCE * - STREET JOB NO. 46304 DATE a-i' -2005 - RV, - OFFICIAL RECORDS VOLUMEIcU3 UTILITY POLE I LIGHT 1 0 L 1- = 20' DRAf7ER C.L.S. - ' _k TY —OU--OVERHEAD UTILITIES LSCALE: J.E =JACKSONVILLE ELECTRIC AUTHORI NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 -5826 INSPECTION PHONE LINE 247 Application Number . . . . . 06-00033560 Date 7/25/06 Property Address . . . . . . 480 OCEAN BLVD Tenant nbr, name . . . . . . INSTALL IRR. SYSTEM Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ PORCELLI HULIHAN TERRITORY 480 OCEAN BLVD. P.O. BOX 331268 JACKSONVILLE FL 32223 ATLANTIC BEACH FL 32233 (904) 285-8505 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . - Permit Fee . . . . 45 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ---- ------------- ---------- ---------- ---------- ---------- Permit Fee Total 45 . 00 45 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 45 . 00 45 .00 .00 . 00 pERMIT IS AppROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC REACH ORDINANCES AND THE FLORIDA BUILDING CODES. Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Sprinkler System Other Fees Perniff Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 - - 7 'q 7� -71 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD d, ATLAWIC BEACH,n 32233 INSpEcnoN PHONE LINE 247-5826 Application Number . . . . . 06-00033144 Date 6/05/06 Property Address . . . . . . 480 OCEAN BLVD Tenant nbr, name . . . . . . REWIR SERVICE 200AMP/120V Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ PORCELLI BARKOSKIE ELECTRICAL SERVICE, 480 OCEAN BLVD. INC. JACKSONVILLE FL 32223 48 S . PENMAN ROAD JAX BEACH FL 32250 (904) 246-4731 ------------------------------------------------ ---------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 - 00 105 . 00 . 00 .00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE Wfrfl ALL Crff OF ATLANnC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CIT F ATLANTIC BEACH RMIT AP UILDING PLICATION jf 1v (Alterations& Additions) 0 Date: Job Address: Owner of Property: Addre5s: ell'- 677 -6 3=-5 Telephone: 4- A )CZ6' Lega�Description: Block Number: 2- Lot Number: Zoning District: Contractor: Rs. pe-�)Ofx/ td. akT—State License Number: be,-. Contractor Address: 350 Teleubone: al� 900 Fax: //54.. Describe proposed use and ork to be done: _7A Present use of land or building(s): Valuation of proposed construction: What are the dimensions of the added space. 15t5 feet x (9 feet(crthna, GL Will the added area be heated and cooled? U ff New electrical or increase in service? Add plumbing fixtures? ME��h , Add firepLe? 0 Add hea'ting/air conditioning? Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal of any trees? VNO. Applicant certifies that no change in site grade, impervious area or rill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit, NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and Provide all information as appropriat . Incomplete applications may result In delay in issuance of permit. STEP 1. 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. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 2 Revised 8/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. CurTent survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height;number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways,sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate ual applications. '*"-% , f I hereby certify that all info7lation Ji ov witmh 7thni, a, plication is correct. Signature of owner- Date�� I hereby certify that I have read and examined this application 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 pe c f construc* n of the property. I understand that the issuance of this permit is contingent upon the above information being true an o ct that thi . s and supporting data have been or shall be provided as required. Signature of Contractor- Date: Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Telephone: Fax: E-Mail: Sworn to and subscribed before me this A day of 20-0-SL. State of Florida,County of Duval Cynthia A Dy" MY COMMISSION# DD259940 E)" "Personally knowv4nk�� 1 October 2Z 2007 somXOTRUTROY,FAN*WAUa W6 Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day V&a of Aly aglt 20 Lai State of Florida,County of Duval Notary's Signature: d (�9 am,a Ointhici A D/" MY COMMONION# DD259940 WM ersonally known October A 2007 90NDEDrrW"FAMWUWXkW_ Produced identification Type of identification Moduced bt LeA DONNA L BUSSEY 800 Seminole Road -Atlantic Beach,Florida 32233-5445 my commisSiON#DD 412624 EXPIRES:March 30, hc e: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fLus Revised 8/04 CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: 40 Type of Development: Flood Zone:, 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. COMMENTS:.. Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and a he plans and supporting data have been or shall be provided as required. I agreeAco ly ith 11 applicable provisions of Ordinance No. 25-7-11 p �i 11) and all other laws or ord afctin the- d development. Applicant's Signatur at Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION CHECKLIST (For Alterations/Additions) APPLICATION CHECKLIST/REQUIRED SUBMITTALS 1. Building Application Form 2. Two (2) complete sets of plans including detailed site plan (If site grade, impervious surface or fill material is being changed, four(4) sets are required) /3" Recent survey (2) tV4. Owner/Builder Affidavit(required when owner acts as contractor) (2) 15. Energy Sheets (2) 6. Construction Site Management Plan(2) :V7. Recorded Notice of Commencement(2) P8. Tree Removal Application if trees are to be removed or relocated (3) VIV SCHEDULED INSPECTIONS Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following working day; please specify a.m. or p.m. inspection. When calling in an inspection, please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: I. Footing 2. Under slab plumbing/sewcr/electric 3. Slab 4. Cover up: Framing, Rough Electric, Mechanical and Plumbing. (This is different from other jurisdictions) 5. Insulation 6. Final Inspection(includes drainage,trees, landscape and site inspection) Finished floor elevation survey required prior to issuance of Certificate of Occupancy. BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. Concrete cannot be poured and work cannot be covered up until building card is SIGNED by the inspector. You may be required to uncover any work that has not been inspected. It is the responsibility of the BUILDER/CONTRACTOR to post the building card. A fee of$35.00 is charged for all re-inspections. NOTE: This application may be subject to covenants and restrictions for the permitted property. The enforcement of the covenants and restrictions are the responsibility of the homeowner's association. 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.cLatiantic-beach.fl.us Page 1 Revised 8/04 ILD NOTICE OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE !6S2 Ofc—&A- 7:�. 1 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accept d. 67 kfft�� _L��$35.00 REINSPECT FEE NO CHARGE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover to cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have BLDG been made contact the Building Dept. ELEC at 247-5826 for an inspection. Office MECH hours are Monday through Friday PLMG 8:00 a.m.to 5-00 P.M. NOTICE I D OF 141 AWITIqlI* ' CORRECTIONS Ck# "DO NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted. ---------- iziz U-ir- jj��A 6) tAAA-5,s t o!�j 1A <-at"e CCAU k2 ;L Anpr�aj:� ILAUT I q op&*— psi Lk C-7 aq&6"Q )i4v — Mis's On Isn C4!D— Voo-$35.00 REINSPW FEE NOCHARGE-6�v-_ It is unlawful for any Carpe4r, Cgintractor, Builder or other persons, to cover to- se to be7covjV, any part of the work with floory%Cat, ej*t or othili4ftaterial, until the proper inspect&*� j had time to approve the installation. TWF After additions or corrections, e BLDG been made contact the Building ELEC at 247-5826 for an inspection. Office MECH hours are Monday through Friday PLMG 8:00 a.m.to 5:00 P.M. WATER IMPACT FEE WORKSHEET ADDRESS: DRAINAGE FiXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,comrnercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet lavatory, Bidet, a I nd bathtub or shower 6 61 Bathtub(with or without overhead shower or whidpool Z- attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory I Dishwashing machine,domestic 2 Drinking fountainflcemaker- Floor drains 2 Hose bib I Kitchen sink, domestic 2 Kitchen sink, dornesbc with food waste grinder and/or dishwasher 2 Laundry tray(1 or 2 compartments) 2 -Lavatory I Shower compartment,domestic 2 Sink 2 Urinal 4 -Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple)each set of faucets 2 Water closeL flushometer tank, publicor private 4 Water closet,private installation 4 Water closet public installation 6 TOTAL NUMBER OF UNITS= I el MULTIPLIED X 20 u TOTAL$ 3 VC CITY OF ATLANTIC BEACH Cc: D. F BUILDING / ZONING DEPARTMENT Hig ins 800 Seminole Road S. Doerr P) Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # �.5- - '=5 1,§-L W Property Address: '�5z- VA Applicant: Project: JA A 12 b Xf /-7 This permit application has been: 1:1 Approved ED*" Reviewed and the following items need attention: F(3 C- t t, -,--k0Qq - Ck,\A±�� Ez- 1�-�Tfa -5 I'Alew CC)ov-- V)V&5 au�- �A4 Ve Tzi e 42 \1 I ( C- In k-( wttto Qda'q— �s 0 le—, �k 0 PtS?jo 1.5 (:ba- 2-(Sm) L C��C- cLto!:2� 2,00'<4 iz:-ec— Qn±C6 rdbC 0 t'(X-e-d- LA-4 A C�-Lk)� rx c6--ts Please re-submit your application when these items have been completed. Reviewed By: 4L Date: Date Contractor Notified: Consulting Engineers Frank J. Holas, P.E. -4 ftD 0 President f rank j holas and associates, inc engineering support to the construction industry 4� November 15, 2005 Building Department City of Atlantic Beach VY 800 Seminole Road Atlantic i a Reference: Porcelli Residence 480 Ocean Blvd. W, S A-T?(Iz 104-C Atlantic Beach, Florida Attention: Building Officials, Building Inspectors, Plan Reviewers And other interested parties According to the construction drawings submitted, reference was made to the Florida Building Code, 2001 Edition shall now be in accordance with the 2004 Edition of the Florida Building Code. This project is located in a Wind Bome Debris Region. Window protection shall be in accordance with Chapter 1600 for protection of openings and not 1606.1.4 as shown on the drawings. Please make note of these substitutions. Thank you for your consideration. Should you have any further questions please contact me directly at (904) 285-5868. Sincerely, Dale Caswell, Desig�n�Associate bu 5201 Atlantic Boulevard, #119 - Jacksonville, Florida 32207 * Office (904) 396-3318 Fax (904) 396-1087 Consulting Engineers Frank J. Holas, P.E. President f rank j holas and associates, inc engineering support to the construction industry November 15, 2005 Building Department City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32233 Reference: Porcelli Residence 480 Ocean Blvd. Atlantic Beach, Florida T pect rs, Din Revie e s IIASF�M I IM 1�'�IeIV'V'V'I A++en."Llon: Bu;IA;.-.g Ofricials, Qu And other interested parties According to the construction drawings submitted, reference was made to the Florida Building Code, 2001 Edition shall now be in accordance with the 2004 Edition of the Florida Building Code. This project is located in a Wind Borne Debris Region. Window protection shall be in accordance with Chapter 1600 for protection of openings and not 1606.1.4 as shown on the drawings. Please make note of these substitutions. Thank you for your consideration. Should you have any ftu-ther questions please contact me directly at (904) 285-5868. Sincerely, Dale aswell, Design Associate 5201 Atlantic Boulevard, #119 Jacksonville, Florida 32207 - Office (904) 396-3318 9 Fax (904) 396-1087 MAP SHOWING BOUNDARY SURVEY OF LOT 5 BLOCK 23 ACCORDING TO THE PLAT OF SUBDEVESCON "A" ATLANTEC BEACH AS RECORDED IN PLAT BOOK 5 , PAGE(S) 69 OF THE CURRENT CERTIFIED TO: PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ARTHUR PROCELLI, STEWART TITLE GUARANTY COMPANY, WATSON & OSBORNE TITLE SERVICES, INC. AND OCEANSIDE BANK. FIFYH SIrRr= r= "r 40' R/W 3/4" LOT 6 BLOCK 23 ri=Zl H Llj R 114.88- (M) c;ail N d 15' (R) < 1/2" 0.2' 1/2" 12' 0 loo > 32.0' 'bc' �e 0.3 0 110' 40.6' () c; N LOT 5 Ill 0 .0, ... ... ... ... BLOCK 23 CON < COVERED WCRETE w A WALK CL 0.4, 1 STORY BRICK 20.0' sm x RESIDENCE Ld %-.1 5. NO. 480 < QA (2.0- EAVES) cn; CONCRETE 0 g 0 0 x DRIVE L0 (o d2lb 0 T 5 CK 23 CONCRETE WALK 20_0 CONCRETE DRIVE ul LLI C3 65.1' 0.0. 0 AC CONCRETE 2 2010' 1po LL) t.: PAD PAD CONCRETE n n PAD 011. ui m rn-n-J x L) U 115' (R) 112" z 114.99- (M) 0 < 1/2" -j LOT 4 BLOCK 23 GENERAL NOTES, I. ANGLES ARE SHOWN FOR THIS SURVEY 2.STRUCTURE No. 480 SHOWN HEREON UES WITHIN FLOW ZONE X AS BEST As30CIATED 3URVEYOR3 INC. DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO. I DATED D41-17-1989. w LAND & ENGINEERING SURVEYS 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, PIPES AND UTILITIES, IF ANY, NOT DETERMINED. 3846 BLANDING BOULEVARD 4.JURISDIC71ONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT s JACKSONVILLE, FLORIDA 32210 LOCATED BY THIS SURVEY. 0 904-771-6468 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC 0 CERTIFICATE OF AUTHORIZATION NO. LB 0005488 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS. S V TITLE. COVENANTS, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. DIRECT SUPERVISION A D MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAN SURVEYING P14RSU 0 CHAPTER -0 - GUY ANCHOR LFIQENDIA�KVIIATIONS (R) - RECORD F Y�AN T 0 -SET RON PIPE OR RE13AR MARKED P.C.= POINT OF CURVE (M)-MEASURED 617G16, FLORIDA INIS T!O N C TER 472, F.S. ASSOC. SURVEY " OR L.B. 54M P.T.-POINT OF TANGENCY A - CENTRAL FOUND IRON PIN OR PIPE C/L - CENTERUNE MOLE 7E N - FOUND CONCRETE MONUMENT I.P.- IRON PIPE OR PIN L-ARC LENGTH BY: CHARLES B. HATCH FLORIDA VRTIFICATE NO. 3771 X - CROSS CUT OR DRILL HOLE RIW - RIGHT OF WAY R- RADIUS I P.R.C.- POINT OF REVERSE CURVE W - WIRE FENCE 0 - WATER BY: CHARLES L. STARLift FLORIDAAERTIFICATE NO. 4579 P.C.C.- POINT OF COMPOUND CURVE G-El- WOOD FENCE METER BY: RAYMOND J. SCHAEFER FLORiDA CERTIFICATE NO. 6132 B.R.L - BUILDING RESTRICTION LINE CONC.- CONCRETE WELL Fs'�CJOB NO. 46304 DATE 07-22-2005 l(ORB) = OFFICIAL RECORDS BOOK X-X-CHAINLINK FENCE STREET OB (ORV) - OFFICIAL RECORDS VOLUMElcQ-3 - UTILITY POLE LIGHT ALE-:0 - 1 20' DRAFTER C.L.S. J.EA =JACKSONVILLE ELECTRIC AUTHORITY -OU--OVERHEAD UTILITIES NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER Cc: CITY OF ATLANTIC BEACH D. sl�,\ BUILDING / ZONING DEPARTMENT Higgins 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax wwwxoab.us PLAN REVIEW COMMENTS Permit Application # Property Address: 48D-- D(-,eO-f) rzo!?)Ivd--. Applicant: enL-,P7( kx,l 11 V�- Project: a J& 4rql �im� This permit application has been: Approved �R Reviewed and the following he eed attention: evie�wed a�ndthe�foll wing Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: BP200IO1 CITY OF ATLANTIC BEACH 2/21/06 Application Inquiry 16:27 : 10 Application number . . . . . : 05 00031564 Application status, date . . : PERMIT ISSUED 1/11/06 Property . . . . . . . . . . L;-�f8O )DCEAN BLVD RE number. . . . . . . . . . . t 1�3-0000- - NCR OLD ACCOUNT NUMBERS. . . : ABO1102 Zoning * * * * ' * * ' * * * : TBU TO BE UPDATED Application type . . . . . . : RAAR RESIDENTIAL ADD/RENOVATE/ALTER Application date . . . . . . : 11/02/05 Tenant nbr, name . . . . . . : ADD 2ND FLR OVER 1ST FLR Master plan nbr, revwd by : KJC Estimated valuation . . : 190000 Total square footage . . . . : 0 Public building . . . . . . : NO Work description, qty . . . : Pin number . . . . . . . . . : 091256 Press Enter to continue. F3=Bxit F5=Land inq F7=Appl names F8=Tracking inq F9=Bond inquiry Flo=Fees Fll=Receipts F12=Cancel F13=Val calcs F24=More keys FORM 600A�-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: OP167605 Builder: R.S.PENNINGTON Address: 480 OCEAN BLVD Permitting Office: City, State: ATLANTIC BCH, FL Permit Number: Owner PORCELLI Jurisdiction Number: Climate Zone: North 1. New construction or existing Addition — 12, Cooling systems 2. Single family or multi-family Single family — a. Central Unit Cap:42.0 kBtu/hr 3. Number of units,if multi-family SEE& 12.00 4. Number of Bedrooms 4 b.N/A 5. Is this a worst caw? Yes 6. Conditioned floor area(W) 1676 ft2 c.N/A 7. Glass area&type Single Paw Double Pane — a. Clear glass,default Wactor 0.0 ft2 408.0 ft2 - 13. Heating systems b.Default tint 0.0 W 0.0 ftz — a. Electric Heat Pump Cap.42.0 kBtu/hr c. Labeled U or SHGC 0.0 ft2 0.0 fl2 HSPF:7.80 8. Floor types b.N/A a. Slab-On-Gradc Edge Insulation R=0.0,26.0(p)ft b.N/A c. N/A c. N/A 9. Wall types 14. Hot water system a. Fnune,Wood,Exterior R=19.0,1239.0 ft2 a. Electric Resistance Cap:60.0 gallons b.NYA EF:0.90 c. NIA b.N/A d.NIA e. N/A c. Conservation credits 10. Ceiling types (HR-Heat rwovery,Solar a. Under Attic R=30.0,1484.0 ft2 DHP-Dedicated heat pump) b. Single Assembly R=19.0, 192.0 fe 15. HVAC credits PT,CF, c. N/A (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts HF-Whole house fan, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 182.0 ft PT-Programmable Thermostat, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.24 Total as-built points: 29305 Total base points: 29556 PASS I hereby certify that the plans and specifications covered Review of the plans and ot by this calculation are in co)mpliance with the Florida specifications covered by this Energy Code. calculation indicates compliance PREPARED BY: with the Florida Energy Code. Before construction is completed DATE: /r)-/,- 't-- this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 563.908 compliance with the Florida Energy Code. Florida Statutes. WS OWNERIAGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGaugee(Version: FLRCSB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 480 OCEAN BLVD,ATLANTIC BCH,FL, PERMIT BASE AS-BUILT GLASS TYPES 18 X Conditioned X BSPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points .18 1676.0 20.04 OW.7 Double,Clear E 1.5 10.0 30.0 42-06 0.98 1234.5 Double,Clear N 1.5 12.0 44.0 19.20 0.99 837.3 Double,Clear E 1.5 7.0 30.0 42.06 0.94 1184.1 Double,Clear E 1.5 8.0 24.0 42.06 0.96 966.7 Double,Clear S 1,5 8.0 24.0 35.87 0.92 794.8 Double,Clear S 12.0 9.0 66.0 35.87 0.48 1145.9 Double,Clear S 12.0 6.0 30.0 35.87 0.45 485.4 Double,Clear W 1.5 7.0 20.0 38.62 0.94 723.4 Double,Clear W 1.5 6.0 16.0 38.52 0.91 563.0 Double,Clear w 1.5 5.0 6.0 38.52 0.88 202.4 Double,Clear N 1.5 7.0 30.0 19.20 0.96 650.1 Double,Clear E 14.0 9.0 44.0 42.06 0.43 788.9 Double,Clear N 13.0 9.0 44.0 19.20 0.68 556.7 As-SWIt Total: 408.0 10033.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 19.0 1239.0 0.90 1115.1 Exterior 1239.0 1.70 2106.3 Base Total: 1239.0 2106.3 As-Built Total; 1239.0 1115.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Bese Total: 0.0 0.0 As-BuIlt Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM= Points Under Attic 1676.0 1.73 2899.5 Under Attic 30.0 1484.0 1.73 X 1.00 2567.3 Single Assembly 19.0 192.0 5.64 X 1.00 1082.9 Sam Total: 1676.0 2899.5 As-Built Total: 167&0 36W.2 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 26.0(p) -3-7.0 -962.0 Slab-On-Grade Edge Insulation 0.0 26.0(p) -41.20 -1071.2 Raised 0.0 0.00 0.0 1 Bass Total: -962.0 . As-Built Total: 26.0 -1071.2 EnergyGaugefl)DCA Form 60OA-2001 EnergyGauge&FlaRES'2001 FLRCSB 0.30 FORM MA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 480 OCEAN BLVD,ATLANTIC BCH, FL, PERMIT BASE AS-BUILT INFILTRATION Area X 8SPM Points Area X SPM = Points 1676.0 10-21 17112.0 1676.0 10.21 17112.0 Summer Bass Points: 27201.4 Summer As-Built Points: 30839.0 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier, Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 30839.0 1,000 (1.090xi.147xl.00) 0.284 0.902 9896.8 27201.4 0.4266 11604.1 30839.0 1.00 1.250 0.284 0.902 9896.8 EnergyGaugeT*DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.30 FORM MA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 480 OCEAN BLVD,ATLANTIC BCH,FL, PERMIT FGLASS TYPES BASE AS-BUILT .18 X Conditioned X BWPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Poin] .18 1676.0 12.74 3843.4 Double,Clear E 1.5 10.0 30.0 111.79 1.01 571.0 Double,Clear N 1.5 12.0 44.0 24,58 1.00 1081.2 Double,Clear E 1.5 7.0 30.0 1S.79 1.03 578.8 Double,Clear E 1.5 8.0 24.0 18.79 1.02 460.0 Double,Clear S 1.6 8.0 24.0 13-30 1.04 332.2 Double,Clear S 12.0 9.0 66.0 13.30 3.15 2764.0 Double,Clear S 12.0 6.0 30.0 13.30 3.51 1398.4 Double,Clear w 1.5 7.0 20.0 20-73 1.02 421.4 Double,Clear w 1.5 6.0 16.0 20.73 1.02 339.4 Double,Clear W 1.5 5.0 6.0 20-73 1.03 128.7 Double,Clear N 1.5 7.0 30.0 24.68 1.00 738.5 Double,Clear E 14.0 9.0 44.0 18.79 1.40 1157.1 Double,Clear N 13.0 9.0 44.0 24.58 1.02 1105.5 As-Built Total: 4N.0 11076.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 19.0 1239.0 2.20 2725.8 Exterior 1239.0 3.70 45".3 Bass Total: 1239.0 4584.3 As-Built Total: 1239.0 2726.8 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Built Total: 0.0 0.0 CEILING TYPES Area X 8WPM = Points Type R-Value Area X WPM X WCM= Points Under Attic 1676.0 2.05 3435.8 Under Attic 30.0 1484.0 2.05 X 1.00 3042.2 Single Assembly 19.0 192.0 1.86 X 1.00 357.1 Sam Total: 1676.0 3435.8 As-Bulft Total: 1676.0 3M.3 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM z Points Slab 26.0(p) 8.9 231.4 Slab-On-Grade Edge insulation 0.0 26.0(p) 18.80 488.8 Raised 0.0 0.00 0.0 Base Total: 231.4 1 As-Builtrotal: 26.0 488.8 EnerqyGaupS DCA Form 60GA-2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.30 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 480 OCEAN BLVD,ATLANTIC BCH,FL, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 1676.0 -0.59 -M.8 1676.0 -0.69 -9".8 Winter Base Points: 11106.1 Winter As-Built Points: 16701.1 TotalWinter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 16701.1 1,000 (1.069 x 1.169 x 1.00) 0.437 0.950 SM.0 11106.1 0.6274 6967.9 16701.1 1.00 1.250 0.437 0.950 8668.0 EnergyGauqe7m DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSS v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 480 OCEAN BLVD,ATLANTIC BCH,FL, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 60.0 0.90 4 1.00 2684.98 1.00 10739.9 A843ullt Total: 10739.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling Heating + Hot Water Total Cooling + Heating + Hot Water Total Points Points Points Points Points Points Points Points 11604 6968 10984 295.56 r 9897 8668 10740 29305 E PASS.J S EnergyGauqeTO DCA Form 60GA-2001 EnergyGaugeWFlaRES'2001 FLRCSB v3.30 FORM 60OX-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details FADDRESS' 480 OCEAN BLVD,ATLANTIC BCH,FL, PERMIT OA-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE Exterior Windows&Doors 606AABCAJ Maximum:.3 cfrn/sq.ft.window area;.5 cfm/sq.ft.door area. Exlerlor&Adjacent Walls 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 comers;utility penetrations;between wall panels&top/bottom plates;between wells and floor. EXCEPTION:Frame wails where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>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 606.1.ABC.1.2.3 Between wails&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 infiftrabon barrier is installed that is sealed at the perimeter,at penetrations.and seems. Recessed Lighting Fixtures 606.IABC.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&3"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 reqts 606.1.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 all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-cornmercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Showerheads 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 rdance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.Insulation. ' HVAC Controls 607A Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-1 9.Common wails-Frame R-1 I or CBS R-3 both sides. Common coiling&floors R-1 1. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugoOD/FlaRES'2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* 82.5 The higher the score,the more efficient the home. PORCELLI, 480 OCEAN BLVD, ATLANTIC BCH, FL, 1. New construction or existing Addition - 12. Cooling system 2. Single family or multi-family Single family - a. Central Unit Cap:42.0 kBuAir 3. Number of units,if multi-family I - SEER: 12.00 4. Number of Bedrooms 4 b.N/A 5. Is this a worst case? Yes 6. Conditioned floor area(ft) 1676 ft2 c. N/A 7. Glass am&type Single Pane Double Pane a. Clear-single pane 0.0 ft2 408.0 ft2 13. Heating systems b.Clear-double pane 0.0 ft2 0.0 ft2 a. Electric Heat Pump Cap:42.0 kBtu/hr c. Tint/other SHGC-single paw 0.0 ft2 0.0 ft2 HSPF:7.80 d.Tint/otber SHGC-double pane b.N/A 8. Floor type a. Slab-On-Grade Edge Insulation R=0.0,26.0(p)ft c. N/A b.N/A c.N/A 14. Hot water systems 9. wan types a. Electric Resistance Cap:60.0 gallons a. Frame,Wood,Exterior R=19.0,1239.0 R2 EF:0.90 b.N/A b.N/A c. N/A d.N/A c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Coiling types DHP-Dedicated heat pump) a. Under Attic R=30.0,1484.0 ft2 15. HVAC credits PT,CF, b. Single Assembly R=19.0,192.0 ft2 (CF-Ceiling fW4 CV-Cross ventilation, c.N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermosta4 a. Sup:Unc. Ret:Unc. AM Garage Sup.R=6.0,182.0 ft MZ-C-Multizone cooling, b.N/A MZ-H-Multizom heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) -tto Sr in this home before final inspection.Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: *NOTE. The home's estimated energyperformance score is only available through the FLAIRES computer program. This is pe!a Building Energy Rating.Ifyour score is 80 or greater(or 86for a US EPAIDOE EnergyStar"4designation), your home may qual6for energy efficiency mortgage(EEAV incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at wwwfisec.uc f edufor information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affai;gWSyW4WekW.ersion:FLRCSB v3.30) Job: Project Summary Claim: Oct 06,2005 Entire House By: MONICA BACCA 4891 TIMLIQUANA ROAD,JACKSONVILLE,FL 32210 Phone:904-737-5499 Fax:904-779-7098 Email:mbjageCearthlink.not Project Information For: PORCELLI RESIDENCE 480 OCEAN BLVD,ATLANTIC BCH, FL Notes: Design Information Weather: Jacksonville, Cecil Field NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 34 OF Outside db 95 OF Inside db 70 OF Inside db 75 OF Design TD 36 OF Design TD 20 OF Daily range M Relative umidity so % Moisture difference 40 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 22559 Btuh Structure 17555 Btuh Ducts 5409 cfm Ducts 7253 Btuh Central vent(I 10 cfm) 4331 Btuh Central vent(110 cft-n) 2406 Btuh Humidification 0 Btuh Slower 0 Btuh Piping 0 Btuh Equipment load 32299 Btuh Use manufacturer's data n Ratelswing multiplier 1.00 Infiltration Equipment sensible load 27214 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2975 Btuh Ducts 1262 Btuh H"ting Cooling Central vent(110 cfm) 2999 Btuh Area(ft2) 1618 1676 Equipment latent load 7236 Btuh Volume(ft3) 15093 15093 Air changes/hour 0.38 0.20 Equipment total load 34450 Btuh Equiv.AVF(cfm) 96 50 Req.total capacity at 0.70 SHR 3.2 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond Coil Efficiency 0 HSPF Efficiency 0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 470F Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 1022 cfm Actual air flow 1022 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.041 dm/Btuh Static pressure 0.00 in H20 Static pressure 0.00 in H20 Space thermostat Load sensible heat ratio 0.79 fW&ft1k values have been manually ovwrkkftn Printout certified by ACCA to meet all requirements of Manuel J Sth Ed. 'VV"Q"t�C]kft Right-Sulte Residential 6.0.02 RSR24642 2005-Oct-06 19:10:27 AZK C:\My DocumetsWrightsoft HVAC\EIP167605.rrp Calc-MJ8 Orientation=N Page I AED Assessment Job: Date: Oct 06,2006 Entire House By: MONICA BACCA 4891 TIMUQUANA ROAD,JACKSONViLLE,Fl.32210 Phone:9134-737-5499 Fax:9D4-779-7098 Email:mbjagsQearthlink.net Project Information For: PORCELLI RESIDENCE 480 OCEAN BLVD,ATLANTIC BCH, FL Design Conditions Location: Indoor: Heating Cooling Jacksonville, Cecil Field NAS, FL, US Indoor temperature(OF) 70 75 Elevation: 82 ft Design TD(OF) 36 20 Latitude: 30ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 9.7 40.3 Dry bulb(OF) 34 95 Infiltration: Daily range�OF) - 20 ( M Method Simplified Wet bulb(0 ) - 76 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Test for Adequate Exposure Diversity Hourly Glazing Load 14,000- 12,000-- 10,000-- 8,000-- 6,000- 4,000-- 2,000-- 0 1 4 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day Hourly .0' Average oo' AED limit Maximum hourly glazing load exceeds average by 18.8%. House has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh AMVVr-10Ht&C)ift Right-Sulte Residential 6.0.02 RSR24642 2005-Oct-06 19:10:27 CAMy Documents%Wrightsaft HVAC\BP 1 67605.rrp Calc-MJ8 Orientation-N Page 1 Right-J Worksheet Job: Date: Oct 05,2005 Entire House By: MONICA BACCA 4891 TIMLIQUANA ROAD,JACKSONVILLE,FL 32210 Phone:904-737-5499 Fax:904-779-7098 Email:mbjags@earthlink.net I Room name Entire House DR 2 Exposed wall 183.0 ft 26.0 It 3 Ceiling height 9.0 ft 9.0 It heaVcool 4 Room dimensions 192.0 111 12.0 x 16.0 It 5 Room area 1677.0 ft2 Ty Construction U-value Or HTM Area (" Load Area (M Load number (Stuh/ft2--F) —(8 or perimeter (ft) ( ) I or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat cool Gross NIP/S Heat Cool X2 56Z C 16C-30al 0.032 1.15 1�44 1485 1486 1711 2138 0 0 0 NJ t��wow WVR��40�aft I wfto 406mo r:A MW 0*10"Ww f to�:: 92 4498 0 192 26 1271 0 F '2*-'tPhl 1.358 - 48.89 0,00 192:iil,, 'r,," 'i1l'l0 i .: �, c il i 5, : 1 �ii�� 1 yml�j! P� !:i ��i ii � �:i:::�ifto I V., 2. '1 4N! 11 WOM! '14 0; :L�i i'WW" q 4 "R 4 aM A Ni OAM "'A "�"'0'z-1PN""l"' -A W 4 '10i e�;iijii Wig A n, I I'll P, W 0 $00 Lu 004--- M F"T MR, 'R9 61- Mum 01, 4" C A,% R, & N N 100,t '0 V4 t: Wk � 'N VN PM, P MEE W4,'�O- 016 t ii iwi-�""'A ii Oil M REAM 5"- N RE A MWROP:i�� i '�aIM:i,,".,- k "."W" �51 M"A 2*6 01 �"R�"5' am 221VOk W 2 Aw 101 MNO EVA ell Q'IN 0 "P �:T W" K 0: 0514 &P. ga 6 c)AED excursion 0 0 Envelope loi 18785 12211 3668 1859 12 a) Infiltration 3774 1104 536 157 b) Room ventilation 0 0 0 0 13 Internal gains: occupants Q 230 8 1840 2 460 Appliances(M 1200 2 2400 0 a Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22559 17555 4204 2476 15 Duct bads 24%, 41%. �5409, 7253 1 24%, 41% 10081 10231 Total room load 27968 24808 5212 3499 r Air required(cfm) 1 10221 10221 1 1911 14]4 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right-Suite Residential 6.0.02 RSR246542 2005-Oct-06 19:10:28 C:\My Documeryts\Wrightsoft HVAC\BP167605.rrp Calc-We Orientation=N Page I Right-J Worksheet Job: Entire House Date: Oct 05,2005 MONICA BACCA By: 4891 TIMUQUANA ROAD,JACKSONVILLE,FL 32210 Phone:904-737-5499 Fax:904-779-7098 Email:mbjagsQearthlink.not I Room name BRI/BIRMT/FY MBR/MBTH 2 Exposed wall 66.0 it 49.0 ft 3 Ceiling height 9.0 It heaticool 9.0 ft heat/cool 4 Room dimensions 13.0 x 38.0 it 19.0 x 29.0 it 5 Room area 494.0 1? 551.0 ft2 Ty Construction U-value Or HTM Area (fM Load Area (" Load number (stuh/i (Stu or perimeter (it) ( h) or WMeter (ft) ( h) Cool Gross N/Pi Heat Cool Gross N/P/S Heat Cool "N gi 11 C 16C-30al 0.032 1.15 1.44 494 494 569 711 551 551 835 793 A d, F 22A-" 1.358 48.89 0.00 0 68 3227 0 0 0 0 0 A 0 h'-N-M0111', Ir Ift 005 W ��j'g 'ki vmmm WNW 999wM mift, 44 It I"v','tog"kiwO& "IT-1, 014-1111 0-0 ON'.N 1,0il -10 1 d INV Al Qp�W rAwKlir 4'r. Z' N,r4 g 'RAV N? 0 d d' '�:i t 9w gddfiDN F�i' i:�q:� d!! ::i Vl'2 AN-d MW= rH� ?,6 d d� -'r ffF7 wil kj M g"R"4 ft, ,Mili RE wAr : ,��', , 0 1 , Q ig"'WM t0@09 5, 1"01 ftWil NOR""Aw EAW& ;: rdi Azir �t�!4d NIf lirNN��'.Wizim'_0 ir, d rid: U., 42NIRM 4111," WdW vl"�ddli Ag g_j N ld A r;" l" ZY �94ll jn l did wl I "l, 2N El rid; ,i 4i I" QRF�d WO Ogg 054, M 404'g: IW 0 WIN N"MAR Pip, k 0 d, 1.20"'A ft� iftdrdd�!:!: 'Y5 rAd: zi #L 0 dc"ZMEt lit, E ......... ram Q,VRX S a wmm VW�I�w WMM��""'W MM Imi"Not IT1010"N", lam W, R 1n"�-"-�A-ov`-",'r' '�dl Virmi`� !qT FAIR rPa w�Pliorldl ZM Y:'.� A P liddri:CdiM�' Y: W rM�� l:,:i4 rd: lk!Y� N it r. 18�1 �1111.1-�5 V0 lid, N!t�mg MIUM�!!tplu iog: 81 c)AED excursion 0 0 Envelope losalgain 8148 4241 3940 3568 12 a) Infiltration 1361 398 1011 295 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants a 230 2 460 2 460 Appliances C 1200 0 0 1 1200 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 9509 5099 4950 5513 15 Duct loads 24% 41% 2280 2106 24% 41% 1187 2278 Total row load 11789 7205 6137 7791 321 Air required(cf1m) T 4311 2971 2241 id Printout certified by ACCA to meet all requirements of Manual J 8th Ed. %01 464 2005-Oct-06 19:10:28 Right-SuiteReSidential6.0.02RSR2 2 A&kC:\MyDocumertts\WrightsoftHVAC\BP167605.rrp Calciddi Orientation-N Page 2 Right-J Worksheet Job: Entire House Date: Oct 05,2005 MONICA BACCA By: 4891 TIMUQUANA ROAD,JACKSONVILLE,FL 32210 Phone:904-737-5499 Fax:904-779-7D98 Email:mbjagsaaarthlink.net 1 Room name BR31BTH 2 Exposed wall 42.0 ft 3 Ceiling height 9.0 ft heattcooll 4 Room dimensions 22.0 x 20.0 ft 5 Room area 440.0 ft' Ty Construction U-value Or HTM Area (" Load Area Load number (Btuh/ft2--F) t or perimeter ( h) or perimeter Heat Cool Gross N/P/S H,,t CW Gros, N/P/S Heat Cool 6 8 -.Y --V SUN c 16C-30al 0.032 1.15 1.44 440 440 507 BU -4*w'*W10www:, 0, WN 1�N N� 16 AW"', 2 4 ffth$M��V two o! �y F 22A:!ph 1.358 48.89 0.00 0 0 0 0 --g :� ::,��! - N MINA oN q; "'MCF,10,e_,4:M 0::::�1$ 01'0 u vy I.......... ............. 4-1 , ,-,,, - � i �,,, M--,-3,, !W-, S= A], M M 9:X� % w1wag"W0101, IRH,`�T Noma U04"ftftw �12-10011+- sn"NI'm no MY, WARM A01 2 4,1214 RANU AN "'Ai: n VOY ARM M-v U 60Y -NOM , I 1� W'"R 'wo Q! Jffi�;K;N%4R� �Am S, WA611,hg-I X NP: ;5 o 4 qoo::!M q wwwamtMo ME=M"a"Dma%Wvw��mum MN"own amm RINW�::z` "N No$�ftnxgt�, "s �,VAO U, 1U 01""v7 ME"R',";N,MOM MR1319: V, R15P 4�50=11 OR 90 9� �l: OW"!! �Aw,`�, 'A"'iR1660' WUNWi 1 �R '60 AM 4 NNW=,' 01 h"1111� ,w� �Wqw vo .W-' ME E PPAW W7,01 MW 0 W 0- Mamt q MW ZANNUMI loomwo `11a ARM A�00ffl F;%wWP11 ME, V on, 3 �4 ao� ..................... N N �I W's, N WOO RIPwar,"P, Ili A S Et o0i R U N, A ft 014 01 2w 113 w MR, RE 0 V P MAIR �1� 191,0-1`1`001i 1-l"', �� 41��i 0 M 4— 1N MUMW V r-.. N�',T pou MW,', Rolm, 5 80 0 :41--, A- Y V, P la 6 c)AED excursion 01 Envelope loss/gain 3029 2554 12 a) Infiltration 866 263 b) Room ventilation 0 0 13 Internal gains: Occupants Q 230 2 460 Appliances(a 1200 1 1200 Lose external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3896 4467 15 Duct loads 24% 41% 934 1846 Total room load 4829 6312 Air reqWred(cfm) 177 260 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right-Suite Residential 6.0.02 RSR24642 2005-Oct-06 19:10:28 A&-k C:\My Documents\Wrightsoft HVAC\BP167605.rrp Calc-MJ8 Orientation=N Page 3 Lb IL IL Lil (A A> 79 r ro 130OL— EVARo (0c) R/W DOC # 2005303260, OR BK 12690 Page 1557, Number Pages: 1, Filed & Recorded 09/27/2005 at 10:28 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTy RECORDINC; $10.00 Permit Number: Tax Folio Number: 170173-0000 State of Florida County of Duval File Number: OST0726 NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property,and,in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice ofCommencement. I Description of Property: Lot 5,Block 23,ATLANTIC BEACH.according to plot thereofas recorded in Plat Book 5,Me 69 of the current public records of Duval County,Florida. 2. General Description of Improvements: Constuction Rehab on single family residential dwelling 3. Owner Information: a. Name and Address: Lynn L.Hileman and Arthur R.Porcelli.,III 322 4th Street,Atlantic Beach,M 32233 b. Interest in property; Fee Simple C. Names and address of fee simple title holder(ifother than owner): 4. Contractor. R.S.Pennington,General Contractor 1084 12th Street North,Jacksonville,FL 32250 5. Surety: N/A 6. Leader. Oceanside Bank,1315 S.Third Street,Jacksonville Beach,Florida 32250 7. Persons within the State of Florida designated by Owner upon whom notices or other docunwnts may be served as provided by Section 7 1 3.13(l)(a)7.,Florida Statutes. S. In addition to himself,Owner designates the following persons to receive a copy of the Lienor's Notice as provided in Section 713.13(f Xb),Florida Statutes, 9. Expiration date of.Notice of Commencement(the e a is I year from 6 of cording unless a d!0rent date cified): Lynn I�Hileman AAhur R.Porciffif Sworn to and subscribed before me August 12,2005 by Lynn L.Hileman and Arthur R.Porceiii,III who is personally known to me or who did proyjdc DMERLs tiftw3e as identification. -W-1Z A NoF*6 Aiblic My Commission Expires: G1 ENDA M- STATE OF FLORIDA .""�IIUNTY I&IOGNED Clark Of the Circuit COult.Nvrf County, 06-7- '—Y6ftA2l5-HERE6Y CERTIFY the within and 1`010 DRIA it$tfut Prepared by and Record and Return to: and cwrgct copy ot the orivinal a it ap�elhv 1-11 WOW In -i 0 Watson and Osborne Title Scrvices�Inc. in tho offia 7f th* Clark Of Cirguit 'Ctirt Of Duval Wure-Y, 208 Ponte Vedra Park Drive,Suite 10 1 FGAU, and its wat is.ifLW IW20. nd eflect Ponte Vedra Beach,Florida 32082 WITNEU my hand andl#,,a.P 18 C.;"'. I fl#�\ jockstin'i.;*' -/.;. — 0-i 4, JIM WLDER qw, circu4ie*nid'�County C", 011 Val coo M1 rl\�' F 7 WA T:390d 01 WH02:60 03M S002-2T-iX NOTE " c to opprov (5 ony lood bc, forc 0'4-0" GANT 20-2-0 F06(10 24"OC F04 F03 5 PEAM DYIOTEE6 F05 5 DEAM DY OTHE 5 F02 13 DEAM DY OTHM F05 6 0'4-b"CANT IL FQIA 4 �EAM DY OTHER5 FOIA 3 DEAM DY OTHER5 7UTTT-- XIIL �:Q 10-2-0 0'5,0" CANT NOTE � Truc�c�o(� ( Jcc� leric� tc Ony � Oojc to Opprovff, bc� forff 0'4-8" 14-10-0 20-2-0 > CANT 24"06 F06(10 F04 C? FO)15 DEAM DY OTHEK5 F05 5 DEAM 5Y OTHE6 F02(13 5EAM DY OTHER5 _FC5(6) 0'4-6"CANT OEAM DY OTHR5 FOIA 5 �EAM DY OTHE95 FOI 5 -4 1 im C� lw� CD 24-10-0 DEARING HEIGHT 56HEDULE �ro not 10, 1-V811 ) ':�Upport VARNING : 20' 7-0" ) f r o rn Extorior hieh hcol hovo boon or dock , holJ �oo� 112'' for �,,xtcnor woll U01 UO3 11L NOTE5: 1.)REFER TO HID q1(RE60MMENDATION5 FOR HANDLIN6 IN5TALLATION AND TEMPORARY DRACIN6) REFER To EN61NEEPED OFAWIN65 FOR PERMANENT DRACIN6 REQUIRED T14 8 2)ALL TRU55E5(INCLUOIN6 TRU55E�UNDER VALLEY FRAMIN6)MU5T DE COMPLETELY DECKED OR REFER TO DETAIL Vn FOR ALTERNATE DRACIN6 REQUIREMENT5. 3)ALL VALLEY5 ARE TO DE CONVENTIONALLY Cp FRAMED DY DUILDER. 4.)ALL TRU55E5 APE DE516NED FOR 2'o G. MAXIMUM 5FACIN6,UNLE55 OTHERW15E NOTED. 5.)ALL WALL5 5HOWN ON PLACEMENT PLAN ARE GON51DERED TO DE LOAD DEARIN6,UNLE55 OTHERW15E NOTED. T11 6.)5Y42 TRU55E5 MU5T DE IWALLED WITH THE TOP DEIN6 UP 7.)ALL ROOF TRU55 HAN6ER5 TO DE 5iMP50N HU1,26 UNLE55 OTHERW[15E NOTED ALL FLOOR TPU55 HAN6E?5 TO DE 5IMF5ON THA422 UNLE55 OTHERWI�E NOTED� Tob 6.)5EAMIHEADER/LINTEL(HDP)TO DE FURN15HED DY DUILDER Builders �5 k.AFirstSource Dunnall AIN PHONE:366-437-334q FAX:366-457-3q,14 Jack,,onville PHONE:PO4-772-6100 FAX:qO4-772-1c;73 Laka City PHONE:306-755-66q4 FAX 366-755-7q73 Sanford L02D PHONE:407-322-005P FAX:407-322-5553 LE&At APO?[55: 480 Ocean Dlvd. NOVEL: RLY 15 1 ON 24-10-0 10-2-0 Forcalli Ratldanoa 77r——NT,� OME: NAIN Dy JOD I 10/25/05 1 MCI J135450 HARM HE16HT 56HEPULE Iro not 10, I-lib" 6�)Upport W /I\ RNING : 20, 7-01, �rom Extonor Ngh hool hovo. boorT hold �ock 112'' for oxterior woll -17 GJ01 C> T15 T15 f13 NOTE5: t)REFER TO HID q1(�ECOMMENPAfION�FOR HANDLING IN5TALLATION AND TEMPORARY DRACIN6.) REFER TO EN61NEERED PRAWIN65 FOR PERMANENT DRA61N6 REQUIRED. T14(5) 2.)ALL TRU55E5(INCLUDING TRU55E5 UNDER VALLEY FRAMING)MU5T DE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE DFA61N6 REQUIREMENT5 3)ALL VALLEY5 ARE TO DE CONVENTIONALLY FRAMED DY DUILDER 4)ALL TRU55E5 ARE DE916NED FOR 2'o G. MAXIMUM 5PACIN6,UNLE155 OTHERW15E NOTED —m 5.)ALL WALL5 5HOWN ON PLACEMENT PLAN ARE GON51PEREP TO DE LOAD DEA?IN6,UNLE5�OTHERW15E NOTED T111 6.)5Y42 TRU5�E5 MU5T DE IN5TALLEP WITH THE TOP DENG UP. T10 7)ALL ROOF TRU5�HANGER5 TO DE 5IMF5ON HU526 UNLE55 OTHEFW15E NOTED ALL T11 THA422 UNLE55 OTHERW15E NOTED. FLOOR TRU�5 HAN6ER5 TO DE 5IMP50N TO 8)DEAM/HEAPEFILINTEL(HOF)TO DE T07 FURN15HED DY DUILDE?, T06 Builders T05 iioFirstSource Dunnoll T04 F-F- PHONE.366-437-334q FAX.366-437-3qq4 Oack-,onvilla PHONE!q04-772-6100 FAk qO4-772-lq73 Lake Gity PHONE:366-755-68q4 FAX:306-755-7q73 i2m� I — Q) So&or4i GdO2 PHONE:407-322-005P FAX,407-322-5553 DUILDER� LE&AL 09IE55: 0'5-0" 480 Occom Dlvd. GANT MOIL: REYIqON: 10-2-0 24-10-0 Forcalli Rce>ldewa la7 NTI� AH 09&IN Dy' JOD# 10/25/05 MCI J135450 IBumilders oFirstSource Projqct Information for: J135450 Builder. Unknown Address: 480 OCEAN BLVD. ATLANTIC BEACH, FL q0bber 27,2005 �ounty: DUVAL Truss Count: 41 Design Program: MiTek 20/20 6.2 Building Code: FBC2004/TP12002 Truss Design Load Information: Gravity: Wind: Roof(psf): 42.0 Wind Standard: ASCE 7-02 Wind Exposure: C Floor(psf): 55.0 Wind Speed (mph): 120 Note: See the individual truss drawings for special loading conditions. Engineer of Record:Frank J. Holas, PE Florida P.E. License No. 12564 Address: 12467 Toucan Drive Jacksonville, Florida 32223 Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource-Florida, LLC Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designerlengineer of record,as defined in ANSI/TPl 1-2002 Section 2.2 2.The seal date shown on the individual truss component drawings must match the seal date an this index sheet. 3.The Truss Design Engineer's responsibility relative to this structure consists solely of the design of the individual truss components and does not include the design of any additional structural elements including but not limited to continuous lateral bracing elelments in the web and chord planes. See Florida Administrative Code 61 G1 5-31.003 sections 3 c)&5 and Chapter 2 of the National Design Standard for Metal Plate Connected Wood Truss Construction ANSI/TPI 1-2002 for additional information on the responsibilities of the delegated "Truss Design Engineer". Builders FirstSource and Lawerence A. Paine, PE do not accept any additional delegations beyond the scope of work described in the referenced documents above. No. lDrwg.# I Truss ID I Date I No. I Drwg.# Truss ID Date 1 1 J 153312 I-F01 1 10127/05 129 IJ1533150 T07 �7/�05 12 IJ1533123 I-F01A 1 10/27/05 130 1 J 1533151 _TO8 10/27/05 :02 1 10/27/05 131 IJ1533152 T09 10/27/05 14 IJ1533125 I-FO3 1 10/27/05 132 IJ1533153 IT10 10/27/05 1 5 IJ1533126 I-FO4 1 10/27105 133 IJ1533154 j T11 10/27/05 6 J 1533127 I-FO5 1 10/27/05 134 _IJ1533155 T12 1.0127/05 17 J1 533128 11706 1 10/27/05 135 IJ1533156 IT13 10/27/05 t7/05 136 1 J1 533157 IT14 10127/05 9 J 1533130 1 CJ01 1 10127/05 137 _.._I J 7/05 10 IJ1533131 ICJ01A 1 10/27/05 138 IJ1533159 T17 10/27/05 Ill J1533132 CJ01B 1 10/27/05 139 1 J 1533160 T18 10/27/05 12 J1533133 CJ02 1 10/27/05 140 IJ1533161 T19 1.0/27/05 13 1 J1 533134 jCJ02A 1 10/27105 141 14 IJ1533135 IC 02B 10/27105 1 .._IJ1533162 JT20 1 10/27/05 15 IJ1533136 CJ03 10/27/05 1 16 IJ1533137 i EJ01 10/27105 17 IJ1533138 IEJ02 10/27/05 18 IJ1533139 JEJ03 10/27/05 119 IJ1533140 11-1,101 10/27/05 20 IJ1533141 IHJ02 1 10/27/05 j 22 J1533143 HJ04 10/27/05 J23 J1533144 T01 10127/05 124 J1533145 I T02 10/27/05 25 J153314�::LT03 10127/05 26 J1533147 T04 10127/05 !27 J1533148 T05 1 10127/05 28 .............. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031564 Date 11/21/05 Property Address . . . . . . 480 OCEAN BLVD Tenant nbr, name . . . . . . ADD 2ND FLR OVER 1ST FLR Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 190000 Owner Contractor ------------------------ ------------------------ PORCELLI R. S . PENNINGTON CONSTRUCTION 480 OCEAN BLVD. 380 13TH AVE N JACKSONVILLE FL 32223 JAX BEACH FL 32250 (904) 993-2000 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 780 . 00 Plan Check Fee . 00 Issue Date . . . . valuation . . . . 190000 Expiration Date . . 5/21/06 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . WATER IMPACT FEE 380 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 780 . 00 780 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 380 . 00 380 . 00 . 00 . 00 Grand Total 1160 . 00 1160 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUI�LD NG WTF-ICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031142 Date 9/06/05 Property Address . . . . . . 480 OCEAN BLVD Tenant nbr, name . . . . . . DEMO Application description . . . DEMOLITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ JOINER, J.H. R. S r4�Ai I W 480 OCEAN BLVD. A ( " =5 T JACKSONVILLE FL 32223 H Ff ----------------------------------------------- ----------------------------- Permit . . . . . . DEMOLITION PERMIT Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- --------- - ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH DEMOLITION PERMIT APPLICATION r J 49- Date: Job Address: Owner of Property: Address: Telephone: Legal DescZrItio - B1 kNumber: Lot Number: Zoning District: State License Number: 49 Contractor- &VV1AreVd ��u&,X� Contractor's Address: Telephone: Fax: Describe proposed use and work to be done: o96PWO) A162 Present use of land or building(s): Is approval of Homeowner's Association or other private entity required? Abf yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or rill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. 0 YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate Incomplete applications may result in delay in issuance of permit. STEP 1. Attach Tree Removal Application if trees are to be removed or relocated I hereby certify that all infbrmatiopJ�rovided w�'th this a li on is��O-i�ct. pp �i( Signature of Owner: Date: I hereby certify that I have read and examined this application 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 above information being true and correct and that the plans and supporting data have been or shall be provided as required. 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ei.atlantic-beach.fl.us ATLANTIC BEACH BUILDING DEPT. PROPERTY OWNER DEMOLITION RELEASE FORM Date: To Whom It May Concern: I /We the current property owners of: Lot Block Legal Description of Property AKA CtMd I!k bW have contracted with to have (Address of Property) Lf-t o r e m o v e t h e (Company Name) (Single Family,Dupl&,Commercial,etc.) A-10 &Z _4'j� Prior to the construction of 2 As a condition of issuing the permit we agree to the following: I. All utilities are to be located and clearly marked. 2. Once house is removed, lot is to be graded and leveled. 3. All construction debris is to be removed from the property. 4. Affected area is to have grass or seed in place. 5. Erosion control deyjce� will be put in place and will remain in place until grass ha overed affected 6rea or new structure is completed and landscaping is in e. Signature Signature THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: Before mn7ethi day of Y in the County of Duval,State Opft A DVmn Of Florida,h erson p� ally appeared 21z: MYCOMWA"# DD759940 EMS October 2Z 2007 Notary Public at Large,State of Florida,County of Duval. IONWIMTROYFAMNSU24K4 W- My corrunission expires: 7-2- Personally Known: or Produced Identification: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031684 Date 11/28/05 Property Address . . . . . . 480 OCEAN BLVD Tenant nbr, name . . . . . . TEMP POLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ PORCELLI BARKOSKIE ELECTRICAL SERVICE, 480 OCEAN BLVD. INC. JACKSONVILLE FL 32223 48 S . PENMAN ROAD JAX BEACH FL 32250 (904) 246-4731 -------------------------------------------------------------------------- -- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 140 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- -- -------- Permit Fee Total 140 . 00 140 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 140 . 00 140 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICLkL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031742 Date 12/05/05 Property Address . . . . . . 480 OCEAN BLVD Tenant nbr, name . . . . . . INSTALL 15 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ PORCELLI JERRY' S PLUMBING 480 OCEAN BLVD. 4745 BELLADONNA JACKSONVILLE FL 32223 PITTS, JERRY EDWIN MIDDLEBURG FL 32068 (904) 307-7574 ------------------------- --------------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 140 . 00 Plan Check Fee . 00 I-ssue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 140 . 00 140 .00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 140 . 00 140 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUIL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Property Address: (3 q_x o r Owner: / I I Telephone Contractor: 0_" 'PP. C(—L) A-� b'I ru Telephone#: Contractor Address: Fax#: Contractor Signature: In consideration of permit given for&mg 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 ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, �/New list the buildmi Sermit number:, Q Re-Pipe Number of Fixtures: Bath Tubs 44 Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 800 Seminole Road-Atlantic Beach, Florida 32233-6445 Phone: (904)247-5800- Fax., (904) 247-5846- hftp:itwww.ci.atiantic-boach.ft.us Revised 1104 Job _russ Truss Type Qty ply I Job Reference(optional) J1 J135450 F01 FLOOR 8 Builders First Source,Jacksonville Florida 32244 6.200 e Jul 13 2005 MiTek Industries,Inc. Thu Oct 27 11:49:23 2005 Page 1 0-1-8 H 1-9-8 Scale 1:43.3 4x10 3x4 WO 3x6 FP= 3x4 2x4 3x4 3x4 3x4 4x10 1 2 3 4 5 6 7 8 9 10 11 12 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 7x10 4x6 3x4 4x6 11 4x6 11 3x8 MT20H FP 4x6 3x4= 3x4 0-6-4 24-9-8 0- 2 24-5-0 24 0-4-12 23-10-12 0-1-� 0-1-8 0-3-0 Plate Offsets(X,Y): [1:0-2-8,Edgel,[6:0-1-8,Edgel,[7:0-1-8,0-0-01,[11:0-1-8,Edgel,[1 2:0-4-0,Edgel,[1 5:0-1-8,Edgel,[29:Edge,0-1-8],[30:0-1-8,0-2-P] LOADING(psf) SPACING 1-4-0 csI DEFL in (ioc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.48 Vert(LL) -0.42 21 >688 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.69 Vert(TL) -0.66 21 >439 240 MT20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:159 lb LUMBER BRACING TOPCHORD 4 X 2 SYP No.2 TOPCHORD Structural wood sheathing directly applied or 5-10-4 oc purlins, excpflt BOTCHORD 4 X 2 SYP No.1 D*Except* end verticals. 17-27 4 X 2 SYP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) 29=3130/0-3-8,13=896/0-3-8 Max UpIift29=-1 742(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 29-30=-3112/1745,1-30=-3044/1708,12-13=-894/0,1-2=-1177/0,2-3=-2721/0,3-4=-2721/0,4-5=-3805/0,5-6=-4479/0, 6-7=-4743/0,7-8=-4743/0,8-9=-4462/0,9-1 0=-3697/0,10-11=-2511/0,11-12=-1 097/0 BOTCHORD 28-29=-90/161,27-28=0/2036,26-27=0/2036,25-26=0/3349,24-25=0/4258,23-24=0/4258,22-23=0/4743, 21-22=0/4743,20-21=0/4682,19-20=0/4226,18-19=0/4226,17-18=0/3170,16-17=0/3171,15-16=0/3171, 14-15=0/1911,13-14=0/0 WEBS 12-14=011367,1-28=0/1284,11-14=-1132/0,2-28=-1 195/0,11-15=0/834,2-26=0/929,10-15=-918/0,4-26=-852/0, 10-18=0615,4-25=0/618,9-18=-701/0,9-19=0/76,5-25=-602/0,9-20=0/314,5-23=0/379,8-20=-386/0,6-23=-602f76, 8-21=-221/424,7-21=-1 38/3,5-24=-1 0/53,6-22=-1 55/239 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x6 MT20 unless otherwise indicated. 4)The following joint(s)require plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection: 16 and 3. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1742 lb uplift atjoint 29. 6)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Truss Design Engineer:Lawrence A.Paine,PE Loading has been calculated by the truss manufacturer. It is the responsibility Florida PE No.21475 of the Architect/Engineer of Record to verify and approve the loading. Builders FirstSource-Flori4 LLC LOAD CASE(S) Stanclai�d Except: Continued on page 2 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111111-7473 BEFORE USE will& all a Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and is for an individual building component to be IS Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 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 OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 FirstSource Job Truss Type—:— Oty Ply russ T J1 5331: J 135450 _F01 EFLOOR 8 1 �j b Reference(optional) 0 Builders First Source,Jacksonville Florida 32244 6.200 a Jul 13 2005 MiTek Industries,Inc. Thu Oct 27 11:49:23 2005 Page 2 LOAD CASE(S) Standard Except: 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pl� Vert:13-29=-7,1-12=-67 Concentrated Loads(lb) Vert:1=-2249(F) 4)User defined:Lumber lncrease=1.00,Plate Increase=1.00 Uniform Loads(pl� Vert:13-29=-4(F),1-12=-8(F) Concentrated Loads(lb) Vert:1=1892(F) Tnus Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Build rs FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 A& warning verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 to be not truss Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer designer.Bracing shown is for lateral support of indMdual 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 garding fabrication,quality control,storage,deli�ery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MFirstSource Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onotrio Drive,Madison,WI 53719 Job �_russ Truss Type Q A 533123 A 35450 F01A FLOOR 3 ty ply 1 �Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6,200 a Jul 13 2005 MiTek Industries,Inc. Thu Oct 27 10:08:46 2005 Page 1 0-1-8, P134? 1-3-0 1-7-8 O-A-8 SEhle=1:43.0 4x6 5x6 11 4x6 2;- 3x6 FP= 3x4- 3x4 2x4 11 3x4 3x4 4x6 2 3 4 5 6 7 8 9 10 11 12 13 2 33 9 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 3x4= 4x6 3x4 5x6 I I 4x6 I I 3x6 FP= 4x6 5x6 11 3x4 0-6-4 014-1? 24-6-12 0-4-12 24-0-8 0-1-8 Plate Offsets(X,Y): fl:0-1-8,Edgel,[7:0-1-8,Edgel,[8:0-1-8,0-0-01,[30:0-1-8,Edgel,[32:0-1-8,0-2-91,[33:0-1-8,0-1-81 LOADING(psf) SPACING 1-4-0 CS11 DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.36 21-22 >793 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.57 21-22 >506 240 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.06 14 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:155 lb LUMBER BRACING TOPCHORD 4 X 2 SYP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, exceIR) BOTCHORD 4 X 2 SYP No.1 D*Except* end verticals. 18-28 4 X 2 SYP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing:29-30. REACTIONS (lb/size) 14=833/0-3-8,30=2662/0-3-8 Max Uplifl:30=-1427(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 31-32=-54/19,1-32=-54/19,14-33=-836/0,13-33=-826/0,1-2=-547/599,2-3=-674/90,3-4=-1 920/0,4-5=-1 920/0, 5-6=-3066/0,6-7=-3819/0,7-8=-4150/0,8-9=-41 50/0,9-1 0=-4007/0,10-11=-3351/0,11-12=-2267/0,12-13=-952/0 BOTCHORD 30-31=-1/3,29-30=-573/553,28-29=0/1 206,27-28=0/1 206,26-27=0/2585,25-26=0/3559,24-25=0/3559,23-24=0/4150, 22-23=0/4150,21-22=0/4167,20-21=0/3810,19-20=0/3810,18-19=0/2880,17-18=0/2880,16-17=0/2880, 15-16=0/1 709,14-15=0/86 WEBS 2-30=-971/0,13-15=0/1 152,2-29=0/1 172,12-15=-1 054/0,3-29=-1 182/0,12-16=0/775,3-27=0/969,11-16=-852/0, 5-27=-903/0,11-19=0/640,5-26=0/652,10-19=-609/0,10-20=0/54,6-26=-654/0,6-25=0/58,10-21=01260,6-24=0/428, 9-21=-299/11,7-24=-672/17,9-22=-311/308,7-23=-101/276,8-22=-102/30,1-30=-1770/1614 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)The following joint(s)require plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection: 17 and 4. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1427 lb uplift at joint 30. 5)Load case(s)6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. Trws Design Engineer:Lawrence A.Paine,PE 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Florida PE No.2147.5 LOAD CASE(S) Standard Except: Bailders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 Continued on page 2 October 27,2005 Warning-Verify design parametom and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1111111-7473 BEFORE USE dowk IRS 2 Design valid for use only with MiTek connectors.This design is based only upon parameters shown and is for an individual building component to be Inst lied and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss desegner.Bracing shown 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 r, garding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Fir-l-l"nurc Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,Wl 53719 Job Truss Truss Ty�pe �� Oty Ply J135450 �FO I�A �� J153312 FLOOR 3 1 �Job Reference(optional) Builders First Sourm,Jacksonville-,Flonda 32244 6.200 a Jul 13 2005 MiTek Industries,Inc. Thu Oct 27 10:08:46 2005 Page 2 LOAD CASE(S)Standard Except: 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-31=-7,1-13=-67 Concentrated Loads(lb) Vert:1=-1725(F) 6)User defined:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-311=4fl,1-13=-8(F) Concentrated Loads(lb) Vert:1=1547(F) Truss Desio Engineer:Lawrence A.Paine,PE Florida PE No.21475 Build rs FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 A& warning-verlift design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NIII-7473 BEFORE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shom,and is for an individual building component to be Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the UUMM I responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance I regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MFirstSwrc 1 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply 00 J1534067 J135450 -F02 FLOOR 13 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Oct 27 09:54:11 2005 Page 1 0-1-8 1-3-0 1-11-12 0�8 H�-q i Scal 1:30.1 5x6= 2;= 4x6— 3x6 410 4x6 2 3 4 5 6 7 8 9 9 -:E 19 ��8 17 16 15 14 13 12 11 10 5X6 4x6 3x6 3x6-- 3x6 4x6 Simpson THA422 into Beam by others. 0-6-4 2-2-0 4-8-0 7-2-0 11-0-4 13-6-4 16-0-4 17-6-4 0-6-4 1-7-12 2-6-0 2-6-0 3-10-4 2-6-0 2-15�0 "_0 Plate Offsets(X,Y): [1:Edge,0-1-8], [5:0-4-8,Edge], [20:0-1-8,0-1-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TIC 0.59 Vert(LL) -0.17 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.25 14-15 >794 240 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:98 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 4X2SYPNo.1D 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. Recommended hanger connection based on manufacturer tested capacities and nail calculations. Conditions may exist that require different connections REACTIONS (lb/size) 10=857/Mechanical, 18=2841/0-3-8 than indicated. Refer to manufacturer publication for additional information. Max Uplift 18=-1293(load case 4) Hanger connection to be reviewed and approved by the Arch itect/Engineer of Record. FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 19-20=-35/17, 1-20=-35/17,9-10=-852/0, 1-2=-617/791,2-3=-730/255,3-4=-1636/0, 4-5=-2462/0, 5-6=-2730/0, 6-7=-2730/0,7-8=-2037/0,8-9=-851/0 BOTCHORD 18-19=-1/2, 17-18=-762/623, 16-17=0/1059, 15-16=0/2186, 14-15=0/2730, 13-14=0/2730, 12-13=0/2456, 11-12=0/1601, 10-11=0/0 WEBS 2-18=-1 076/0, 9-11=0/1 133,2-17=0/1 229, 8-11=-1 043/0, 3-17=-1 164/0, 8-12=0/607 3-16=0/803,7-12=-582/0,4-16=-764/0, 7-13=-36/586,4-15=-21/495, 5-15=-6267/9&Design Engineer:Lawrence A.Paine,PE 5-14=-125/166, 6-13=-258/0, 1-18=-1944/1515 Florida PE No.21475 Builders FirstSource-Florida,LLC JOINT STRESS INDEX 6550 Roosevelt Blvd.Jacksonville,FL 32244 1 =0.90, 2=0.77,3=0.83,4=0.58,5=0.38,6=0.38,7=0.68,8=0.71,9=0.71, 10 0.65, 11 0.71, 12=0.71, 13 0.64, 14=0.64, 15=0.58, 16=0.83, 17=0.77, 18=0.91, 19=0.63, 20=0.00 and 20 0.47 NOTES 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. October 27,2005 §b&W4W0firp@6%assumed to be SYP No.2 crushing capacity of 565.00 psi Warning-Vanity dosign param*ltors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11101111-7473 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 to be Installed and loaded vertically. Applicability of design parementers and proper incorporation of component is responsibility of building designer-not truss designer.B Ing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the WHICIL" mc responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance garding f brication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 a mFirstSourc Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,W 153719 Job russ Tru s Type Qty Ply 0 J1534067 J135450 -F02 FLOOR 13 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MlTek Industries,Inc. Thu Oct 27 09:54:112005 Page 2 NOTES 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1293 lb uplift at joint 18. 5) Load case(s)4 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 6) Recommend 2x6 strongbacks,on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s) 1805 lb down and 1404 lb up at 0-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 9) 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 Except: 1) Floor:Lumber Increase=1.00, Plate lncrease=1.00 Uniform Loads(plf) Vert: 10-19=-10, 1-9=-100 Concentrated Loads(lb) Vert: 1=-1805(F) 4) User defined: Lumber lncrease=1.00, Plate lncrease=1.00 Uniform Loads(plf]l Vert: 10-18=6fl, 1-9=-12(F) Concentrated Loads(lb) Vert: 1=1404(F) Truss Design Engineer:Lawrenre A.Paine,PE Florida PE No.21475 Build rs FirstSource-Florida,LLC 6550 Roose,.relt Blvd.Jacksowille,FL 32244 October 27,2005 �, ��MITEK�REFER�ENCEPAGE M111.7473 B�EFORE.USA ng-Ve ly d Ign and R E HIS A LUDED E acing to insure stability during construction is the f the building designer.For general guidance -91 andard,DSB-89 Bracing Specification,and HIB kzFirstSource W "1 6 Para-o**- g-NOT S ON T ND'NC K'I M C M t .m'.n.t.be d d is for an individual W.Wing component to be is be upon ho_n, .d or . 'ng n_no,truss ant is responsibility of building designer-not truss r h h d. g d W, is is r-n of d g d d an na,'fly b ldn iss, an.. g a p-r-m-he .1 n Is as, �-h is 'ca", _ n proper,. of .m_.. d rid of d "m t .corpora m ... ..c to bi� g a " d 'n is'.'.a n is i ciris ty iss, nisr'. d, general riw,Madison,Wl 53719 d a pp".. 'it' b th "'.1all ""__n is'. is for'at.-' - of in on ."f.. .'. dclib. .nf r is rl strui.ture is l-rs`sp.�.'"it, if g b n.'r-a is,.-V, . rec, a.. 'ST.. St.nd.r racm, cation, d d is nc.".�''u.l� ntr',at.age --h- .0 gS .,a d in and r Tr a institute no ad,... Job Truss Truss Type Qty Ply J1534068 J1 35450 _F03 FLOOR 5 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Thu Oct 27 09:54:12 2005 Page 1 0-1-8 1-3-0 1-11-0 018 -Kle=1:35.3 6.8 11 46 4X6 4x6 4x10 3x6 3x6 2x4 2 3 4 5 28 6 7 8 9 10 -- 27 9 25 23 22 21 20 19 18 17 16 15 14 13 12 6x8 46 56 11 36 11 5x6 11 6x8 36 11 36 11 3x8MT20HFP= 46 36 4-8-0 7-2-0 13-7-0 16-1-0 18-7-0 2G-1-0 P-6.1 2-2-0 i i i 1 0-&4 1-7-12 2-6-0 2-6-0 6-5-0 2-6-0 2-6-0 1-&0 Plate Offsets(X,Y): [1:0-1-8,Edge], [5:0-4-8,Edge], [10:0-1-8,Edge], [118:0-3-0,Edge], [19:0-3-0,Edge], [26:0-1-8,0-1-13], [27:0-1-8 10-1-0] LOADING (ps� SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.63 Vert(LL) -0.25 18 >920 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.93 Vert(TL) -0.39 18 >588 240 MT20H 187/143 BCLL 0.0 Rep Stress Incr NO W13 0.71 Horz(TL) 0.05 11 n/a n/a BCDL 5.0 1 Code FBC2004/TP12002 (Matrix) Weight: 127 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 4 X 2 SYP No.1 D*Except* 6-0-0 oc purlins, except end verticals. 11-14 4 X 2 SYP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc WEBS 4 X 2 SYP No.3 bracing, Except: 6-0-0 oc bracing:23-24. REACTIONS (lb/size) 11=1005/0-3-0,24=2791/0-3-8 Max Uplift 24=-1498(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 25-26=-46/14, 1-26=-46/14, 11-27=-1 005/0, 10-27=-1 003/0, 1-2=-719/712, 2-3=-851/109, 3-4=-2230/0,4-5=-3389/0, 5-28=-3954/0,6-28=-3954/0, 6-7=-3954/0, 7-8=-3578/0,8-9=-2522/0,9-10=-1029/0 BOTCHORD 24-25=-1/2,23-24=-680/726,22-23=0/1524, 21-22=0/1525,20-21=0/2941, 19-20=0/3946, 18-19=0/3954, 17-18=0/4006, 16-17=0/4006, 15-16=0/3167, Truss Design Engineer:Lawrence A.Paine,PE 14-15=0/3167, 13-14=0/3167, 12-13=0/1922, 11-12=0/52 Florida PE No.21475 WEBS 2-24=-1186/0, 10-12=0/1328,2-23=0/1401,9-12=-1243/0,3-23=-1403/0, Builders FirstSource-Florida,LLC 9-13=0/833, 3-21=0/1061,8-13=-898/0,4-21=-963/0,8-16=0/557,4-20=0/608, 6550 Fo.sevelt Blva.Jacksonville,FL 32244 7-16=-568/0, 7-17=-37/300, 5-20=-895/39,7-18=-572/544,6-18=-181/0, 1-24=-1751/1765,5-19=-132/391 JOINT STRESS INDEX 1 =0.71,2=0.88, 3=0.65,4=0.69, 5=0.38,6=0.38, 7=0.63, 8=0.63, 9=0.87, 10=0.76, 11 =0.76, 12=0.83, 13 0.87, 14=0.78, 15=0.00, 15=0.71, 16=0.77, 17=0.32, 18=0.32, 19=0.32,20=0.84,21 0.79, 22 0.00,22=8*ber 27,2005 ContA&P&Ppi�e=20.82,25=0.63, 26=0.00, 26=0.47,27=0.00 and 27=0.47 Warning-Verity design pararnaters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 BEFORE USE Owl as 0 Design valid for use only with M[Tek connectors.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss desig WHOM ner.Bracing shown 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 rag ndling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,Wl 53719 --'Source arding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 He MFirst Job russ Truss Type Qty Ply 0 J1534068 J 135450 —F03 FLOOR 5 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Oct 27 09:54:12 2005 Page 2 NOTES 1) Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)The following joint(s)require plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection: 14. 5)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 6) Provide mechanical connection(by others)of truss to bearing plate at joint(s) 11. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1498 lb uplift at joint 24. 8) Load case(s)4 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Recommend 2x6 strongbacks,on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 10) CAUTION, Do not erect truss backwards. 11) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). Loading has been calculated by the truss manufacturer. It is the responsibility of the Arch itect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard Except: 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plD Vert: 11-24=-10, 1-10=-100 Concentrated Loads(lb) Vert: 1=-1633(F) 4) User defined: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(pl� Vert: 11-24=-6(F), 1-10=-12(F) Concentrated Loads (lb) Vert: 1=1632(F) Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 A^& Warning Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE fill BEFORE USE BLAFE iff truss Installed and loaded vertically. Applicability of design paramenters and proper incorporation of compon 00"huMers Design valid for use only with 107ek connectors.This design is based only upon parameters shown,and is for an individual building component to be ant is responsibility of building designer-not designer.Bracing shown is for steral support of individual weld 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 -89 Bracing S c ication,and HIB-91 garding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB pe If FirstSource Handling Installing and Bracing Re ommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,Wl 53719 Job russ- Truss Type Qty Ply 00 J1534069 J135450 F04 FLOOR 1 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Oct 27 09:54:13 2005 Page 1 0-1-8 1-3-0 1-11-0 118 H '.Ie=1:35.3 6x8 11 4x6= 2;�4x6 4x6 WO 3x6 3x6 2x4 2 3 4 5 6 7 8 9 10 �15 F, 27 19 25 [14 23 22 21 20 19 18 17 16 15 14 13 12 6X8 4x6 5x6 11 4x6 11 5x6 11 6x8 3x6 I I 3x6 11 3x8 MT20H FP= 4x6 3x6 R&I 2-2-0 44�0 7-2-0 13-7-0 16-1-0 18-7-0 20-1-0 0-64 1-7-12 2-6-0 2-6-0 6-5-0 2-6-0 2-r�O 1-6-0 Plate Offsets(X,Y): [1:0-1-8,Edge), [5:0-4-8,Edge], [10:0-1-8,Edge], [118:0-3-0,Edge), [119:0-3-0,Edge], [26:0-1-8,0-1-11], [27:0-1-8 10-1-0] LOADING (ps� SPACING 2-0-0 CSI DEFL in (loc) I/clefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.65 Vert(LL) -0.26 18 >885 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.95 Vi -0.41 17-18 >566 240 MT20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.05 11 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 127 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 4 X 2 SYP No.2*Except* 6-0-0 oc purlins, except end verticals. 14-25 4 X 2 SYP No.1 D BOTCHORD Rigid ceiling directly applied or 10-0-0 oc WEBS 4 X 2 SYP No.3 bracing, Except: 6-0-0 oc bracing:23-24. REACTIONS (lb/size) 11=1027/0-3-0,24=2821/0-3-8 Max Uplift 24=-1498(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 25-26=-44/13, 1-26=-44/13, 11-27=-1026/0, 10-27=-1025/0, 1-2=-719/712, 2-3=-851/32, 3-4=-2288/0,4-5=-3470/0, 5-6=-4044/0,6-7=-4044/0, 7-8=-3659/0, 8-9=-2576/0, 9-10=-1051/0 BOTCHORD 24-25=-1/2,23-24=-677/726,22-23=0/1567,21-22=0/1567,20-21=0/3013, 19-20=0/4037, 18-19=0/4044, 17-18=0/4095, 16-17=0/4095, 15-16=0/3237, Truss Design Engineer:Lawrence A.Paine,PE 14-15=0/3238, 13-14=0/3238, 12-13=0/1964, 11-12=0/53 Florida PE No.21475 WEBS 2-24=-1210/0, 10-12=0/1357,2-23=0/1429, 9-12=-1270/0,3-23=-1432/0, Builders FirstSource-Florida,LLC 9-13=0/851, 3-21=0/1082,8-13=-920/0,4-21=-983/0, 8-16=0/572,4-20=0/670, 65.50 Roosevelt Blvd.Jacksonville,FL 32244 7-16=-578/0, 7-17=-35/287, 5-20=-965/39,7-18=-475/547,6-18=-186/0, 1-24=-1750/1765,5-19=-129/362 JOINT STRESS INDEX I =0.71,2=0.90, 3=0.67,4=0.76, 5=0.38,6=0.38, 7=0.63, 8=0.65,9=0.88, 10=0.78, 11 =0.78, 12=0.85, 13 0.88, 14=0.80, 15=0.00, 15=0.68, 16=0.79, 17=0.32, 18=0.32, 19=0.32,20=0.64,21 0.80, 22 0.00,22=&cA;ber 27,2005 ContAE-cPXPi?dd=2P.82,25=0.63, 26=0.00,26=0.47,27=0.00 and 27=0.47 Warning-Wrify dosign pmram*t*m and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ill BEFORE USE Design valid for use only with MiTek connectom.This design is based only upon parameters shown and is for an individual building component to be Instal ed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 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 QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 kjFirstSource i: Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss ype y 0 0 J1534069 J135450 _F04 FLOOR Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industdes,Inc. Thu Oct 27 09:54:13 2005 Page 2 NOTES 1) Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x4 MT20 unless otherwise indicated. 4)The following joint(s)require plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection: 14. 5)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 6) Provide mechanical connection(by others)of truss to bearing plate at joint(s) 11. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1498 lb uplift at joint 24. 8) Load case(s)4 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Girder carries tie-in span(s):2-1-0 from 0-0-0 to 20-1-0 10) Recommend 2x6 strongbacks, on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 11) CAUTION, Do not erect truss backwards. 12) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front (F)or back(B). Loading has been calculated by the truss manufacturer. It is the responsibility of the Arch itect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard Except: 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(pl� Vert: `11-25=-10, 1-10=-102(F=-2) Concentrated Loads(lb) Vert: 1=-1633(F) 4) User defined:Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plD Vert: 11-24=-6(F), 1-10=-12(F) Concentrated Loads (lb) Vert: 1=1632(F) Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Flori*LLC 6550 Roosevelt Blvd.JacksonviRe,FL 32244 October 27,2005 7473 EF ly d*slgn dR IN N ANDINCLUDE EK REFERENCE PAGE 1111111-7473 BEFORE USE RE US' d is for an individual building component to be ant is responsibility of building designer-not truss Bu R GE"i B 0 d d u d nt to be g b b d d. n of truss W*-,ng V86 Para"' OT 0 TH's 0 7' P v d on ._M.,r.s s'.r.n b L � on base nl,up '.-n,an l f nd d d "a b-aclora T mpo nt�.ra.'ns,�",. .0 ng ,g a g rb lt n s the cing to insure stability during construction is the d f the buildir g designer.For general guidance .11 or-a. 'l'.. sgn are L. d proper f bn andard,DSB-89 Bracing Specification,and HIB-91 F i 5—J1,fE">ou rce d '..rn tom .. l"d.ng s b �d du structure's t po' fit,of, build-Ig d ,g..r or .n.,.l g. an.. on m of d. for, '.'au of� 'v, rector '7 t f 'v r. .nm d lion.pe an n re m. d r..'n l'..an regarding I'll .1 the c. l' d rv.,-action and br.�'..consult .T__ l.n r �� g 'ca ntr d l .an"n' ,a.m. c.mm a. 'at, vf. is from Truss at.institute rive,Madison,Wl 53719 nv 's d an rid on b no no Job Truss Truss Type Qty Ply 00 J1534070 50 _F05 FLOOR 11 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Thu Oct 27 09:54:13 2005 Page 1 0-1-8 H�-4 1 1-3-0 1-9-12 Scale 1:29.3 5x6= 2� 4X6 3X6 4x6 2 3 4 5 6 7 8 9 T_ I 0 11978 17 16 15 14 13 12 11 10 5x6 4x6 3x6 W I I 4x6 Simpson THA422 into Beam by others. 0-6-4 2-2-0 4-8-0 10-7-4 13-1-4 15-7-4 17-1-4 0-&4 1-7-12 2-6-0 5-11-4 2-6-0 2-6-0 1-&0 Plate Offsets(X,Y): [1:Edge,0-1-81, [6:0-1-8,Edge],(14:0-1-8,0-0-01,[20:0-1-8,0-1-0] LOADING (psf)I SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TIC 0.80 Vert(LL) -0.17 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.92 Vert(TL) -0.27 13-14 >724 240 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:94 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 4X2SYPNo.1D 6-0-0 oc purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,16-17. Recommended hanger connection based on manufacturer tested capacities and nail calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Hanger connection to be reviewed and approved by the Arch itect/Engineer REACTIONS (lb/size) 10=833/Mechanical, 18=2820/0-3-8 of Record. Max Uplift 18=-1294(load case 6) Max Grav 1 0=834(load case 3), 18=2820(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 19-20=-33/17, 1-20=-33/17,9-10=-828/0, 1-2=-616/794,2-3=-722/479, 3-4=-1550/29,4-5=-2532/0,5-6=-2532/0, 6-7=-2511/0,7-8=-1973/0,8-9=-820/0 BOTCHORD 18-19=-1/2, 17-18=-775/622, 16-17=-227/1023, 15-16=0/2089, 14-15=0/2532, Truss Design Engineer:Lawrence A.Paine,PE 13-14=0/2532, 12-13=0/2387, 11-12=0/1 542, 10-11=0/0 Florida PE No.21475 WEBS 2-18=-1 053/0, 9-11=0/1 092,2-17=0/1 212, 8-11=-1 004/0, 3-17=1 128/0,8-12=0TARQers FirstSour,,-Florida,LLC , 3-16=0/734,7-12=-576/0,4-16=-751/0, 7-13=-14/279,4-15=-42/810, 6550 Foosevelt Blvd.Jacksonvffie,FL 32244 6-13=-278/245, 5-15=-326/16,6-14=-246/45, 1-18=-1951/1513 JOINT STRESS INDEX 1 =0.90,2=0.76, 3=0.86,4=0.84,5=0.38,6=0.63, 7=0.56, 8=0.70, 9=0.68, 10 0.38, 11 0.68, 12=0.70, 13 0.56, 14=0.47, 15=0.84, 16=0.86, 17=0.76, 18=0.91, 19 0.63,20=0.00 and 20 0.47 NOTES October 27,2005 'nbalanced fleeF live loads have been considered for this If d d THIS Ar Pj ———il'R'ENCE PAGE 1111111-7473 BEFORE USE Ir6 r�DED M'TEK RE M.ReP, "'M! IJEAD I bhown,and is for an individual building component to be ILJFE s Ii bility of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 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 fabn tion,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installi ko ng and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 FirstSource Job Truss Truss Type Qty Ply 00 J1534070 J135450 —F05 FLOOR 11 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Oct 27 09:54:13 2005 Page 2 NOTES 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1294 lb uplift at joint 18. 5) Load case(s)6 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) 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 Except: 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plf) Vert: 10-19=-10, 1-9=-100 Concentrated Loads(lb) Vert: 1=-1805(F) 6) User defined: Lumber Increase=1.00, Plate lncrease=1.00 Uniform Loads (plf) Vert: 10-19=-6(F), 1-9=-12(F) Concentrated Loads(lb) Vert: 1=1404(F) Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Bluild rs FirstSouxce-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 A& Warning-Verffy design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIS-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 to be w 11116- Installed and loaded vertically. Applicability of design paramenters,and proper incorporation of component is responsibility of building designer-not truss d as OTS igner.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the 'ponsibillirty 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 QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,Wl 53719 &NirstSource Job Truss Truss Type city Ply J 1533128 J 135450 _F06 FLOOR 10 1 J�O:Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 a Jul 13 2005 MiTek Industries,Inc. Thu Oct 27 10:12:14 2005 Page I 1 3x4— 2 3x4 11 3 0-3-8 0-11-8 .P-1-E Scale 1:7.6 7 1x3 9 Simpson THA422 3x4 6 5 4 -7-12 0-4-8 - 2-0-0 0-4-8 0-1-12 x6 1-4-4 3x4 0-1-8 LOADING(psfi SPACING 2-0-0 CS1 DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.05 Vert(TL) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:19 Ib LUMBER BRACING TOPCHORD 4 X 2 SYP No.2 TOPCHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, exceIR] BOTCHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=-192/Mechanical,5=1050/0-3-8 Max Uplift4=-192(load case 1),5=-592(load case 2) Max Grav4=1 76(load case 2),5=1 050(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 6-7=-14/9,1-7�14/9,3-4=-169/191,1-2=-161/241,2-3=-161/238 BOT CHORD 5-6=-0/1,4-5=0/0 WEBS 2-5=-146/0,3-5=-334/226,1-5=-682/457 NOTES 1)Provide mechanical connection(by others)of truss to bearing plate capable ofwithstanding 192 lb uplift at joint 4 and 592 lb uplift at joint 5. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. 4)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Loading has been calculated by the truss manufacturer. It is the responsibility of the Arch itect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard Except: 1)Floor:Lumber Increase=1.00,Plate lncrease=1.00 Uniform Loads(plf) Vert:4-6=-1 0,1-3=-1 00 Concentrated Loads(lb) Vert:1=-672(F) Truss Design Engineer:Lawrence A.Paine,PE 2)User defined:Lumber Increase=1.00,Plate Increase=1.00 Florida PE No.21475 Uniform Loads(plf) Builders FirstSource-Florida,LLC Vert:4-6=-6(F),1-3=-12(F) 6550 Roosevelt Blvd.Jacksonville,FT.32244 Continued on page 2 October 27,2005 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 to be Ins tailed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss de I signer.Bracing shown is for ateral support of individual web members only.Additional temporary bracing to insure stability during construction is the 110M responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabdcation,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Remmmendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,Wl 53719 Firstsource Job Truss russ Type oty J153312 J135450 _F06 FLOOR 10 1 77Jb Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 e Jul 13 2005 MiTek Industries,Inc. Thu Oct 27 10:12:14 2005 Page 2 LOAD CASE(S) Concentrated Loads(115) Vert:1=447(F) Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 warning-verity design paramot*m and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-7473 BEFORE USE Design valid for use only with MiTelk connectors.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded verfically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss DUBOW.", designer Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsilbillity of ft erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance re Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 urce garding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 k0Fr5l 0 Job Truss Truss Type J1533129 J135450 -F06A FLOOR �O"—] Iii-b Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 g&L-13 2005 MiTek Industries,Inc. Thu Oct 27 10:13:41 2005 Page 1 lb- 4x6 2 3x4 11 3 0-6-13 1-2-10 -1- Scale 1:10.4 7 1x3 6 3x4 4 Simpson THAR1422 0-4-10 2-6-7 0-4-10 0-1-14 0-1-8 4x6 1-9-0 3x4 0-1-8 Plate Offsets(X,Y): [1:Edge,0-1-81,[3:0-1-8,Edgq],17:0-0-0,0-0-01 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (10c) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:28 lb LUMBER BRACING TOPCHORD 4 X 2 SYP No.2 TOPCHORD Structural wood sheathing directly applied or 2-6-7 oc puffins, exceIR] BOTCHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 4=-392/Mechanical,5=1421/0-6-11 Max UpI ift4=446(load case 2),5=-971(load case 4) Max Grav4=369(load case 4),5=1 421(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-6=-8/9,4-7=-362/446,3-7=-361/446,1-2=-274/351,2-3=-274/351 BOTCHORD 5-6=0/0,4-5=-15/12 WEBS 2-5=-161/0,1-5=-873/681,3-5=-562/437 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 446 lb uplift at joint 4 and 971 lb uplift at joint 5. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)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 Except: 1)Floor:Lumber Inerease=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:4-6=-10,1-3=-100 Truss Design Engineer:Lawrence A.Paine,PE Concentrated Loads(lb) Florida PE No.21475 Vert:1=-784(F) Builders FirstSource-Florik LLC 4)User defined:Lumber Increase=1.00,Plate Increase=1.00 6550 Roosevelt Blvd.Jacksonville,FL 32244 Continued on page 2 October 27,2005 K REFERENCE PAGE 11111111-7473 BEFORE USE Design valid for use only with M[Tek connectors.This design is based only upon parameters shown,and is for an individual building component to be a Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 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 OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 FirstSource Job �Truss Truss Type city Ply A 53312 J135450 _F06A FLOOR 1 1 �Job Reference(optional) I Builders First Source,Jacksonville Florida 32244 6.200 e Jul 13 2005 MiTek Industries,Inc. Thu Oct 27 10:13:412005 Page 2 Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Uniform Loads(plf) Vert:4-6=-6(F),1-3=-12(F) Concentrated Loads(lb) Vert:1=642(F) Truss Design Engineer:Lamence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd..Jacksonville,FL 32244 October 27,2005 A& Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11101111-7473 BEFORE USE Design v lid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be a Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss hlBuMm i designer.Bracing shown 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 fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 regarding FrStSource Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madisor�,WI 53719 Job russ Truss Type Qty Ply J1533130 J135450 Ciol JACK 6 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:20 2005 Page 1 -2-0-0 1-0-0 3 2-0-0 1-0-0 Scale:1.5"=1' 2 6.00 r1_2 4 2x4 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.50 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(TL) -0.00 2 >999 180 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 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 1-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=277/0-3-8,4=14/Mechanical, 3=-98/Mechanical Max Horz 2=1 58(load case 5) Max Uplift 2=-528(load case 5),4=-17(load case 3), 3=-98(load case 1) Max Grav 2=277(load case 1),4=1 4(load case 1),3=221(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/48,2-3=-73/133 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.57 NOTES 1)Wind:ASCE 7-02; 120mph (3-second gust); h=28ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C;partially; MWFRS gable end zone and C-C Exterior(2)zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Truss Design Engineer:Lawrence A.Paine,PE 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 52&lor'da PE No.21475 lb uplift at joint 2, 17 lb uplift at joint 4 and 98 lb uplift at joint 3. Builders FirstSource-Florik LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 LOAD CASE(S) Standard October 27,2005 K REFERENCE PAGE 1111111-7473 BEFORE USE Desig valid for use only with Welk connectors.This design is based only upon parameters shown,and is for an individual building component to be IN Install dandloadeavertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the LmWlmrs responsibil try 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 QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 FirstSource Job Truss Truss Type Qty Ply J1533131 J135450 CJ01A JACK 3 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:20 2005 Page 1 -2-0-0 1-0-0 2-0-0 1-0-0 Scale 1:10.2 6.00[1-2 2 4 W Structural sub-fascia beam required. Sub-fascia beam and its connections to be designed and furnished by others. 0-6-12 1-0-0 0-6-12 0-&4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.09 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.00 2 >999 180 BCLL 10.0 Rep Stress Incr YES W13 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 1-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=52/Mechanical,2=140/0-3-8,4=14/Mechanical,3=2/Mechanical Max Horz 2=144(load case 5) Max Uplift 1=-84(load case 5),2=-146(load case 5),3=-17(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=-17/64,2-3=-24/0 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.24 NOTES 1) Wind:ASCE 7-02; 120mph (3-second gust); h=28ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C; partially; MWFRS gable end zone and C-C Exterior(2)zone; cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi D E er:Lawrence A.Paine,PE 3) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 84TOu" e534no.ng"ne fforida PE N 214-75 uplift at joint 1, 146 lb uplift at joint 2 and 17 lb uplift at joint 3. Builders FirstSouxce-norida6 LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 LOAD CASE(S) Standard October 27,2005 A Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111111-7473 BEFORE USE look 1&rs Design valid for use only with MiTek connectors.This design is based only upon parameters shown and is for an individual building component to be Install d and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss a oul designe.Bracing shown 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 r garding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 a : MFirstSource Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply J 135450 CJ01B JACK 1 1 J1 533132 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:20 2005 Page 1 -2-G-0 "_0 2-0-0 1-0-0 Scale 1:10.2 6.00[1-2 2 X X 4 W Structural sub-fascia beam required. Sub-fascia beam and its connections to be designed and furnished by others. 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.09 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BIC 0.01 Vert(TL) -0.00 2 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) I I Weight:7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 1-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=52/Mechanical,2=140/0-3-8,4=14/Mechanical,3=2/MechanicaI Max Horz 2=144(load case 5) Max Uplift 1=-84(load case 5),2=-146(load case 5), 3=-17(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=-17/64,2-3=-24/0 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.24 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=28ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C;partially; MWFRS gable end zone and C-C Exterior(2)zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi s DesiCn Engineer:Lawrence A.Paine,PE 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 84TA- uplift at joint 1, 146 lb uplift at joint 2 and 17 lb uplift at joint 3. Florida PE No.21475 Builders FirstSource-Florida,LLC LOAD CASE(S) Standard 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 K REFERENCE PAGE 1111111-7473 BEFORE USE Design valid foruseonlywith MiTek connectors.Thisdesign is based onlyupon pararnstersshown,and isforan individual building component to be .0 'Mrs Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shom is for lateral support of individual mb members only.Additional temporary bracing to insure stability during construction is the OUI& responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance garding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofno Drive,Madison,Wl 53719 RrstSource Job Truss Truss Type oty Ply J1533133 J135450 CJ02 JACK 6 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:212005 Page I -2-0-0 3-0-0 i 2-0-0 3-0-0 Scale 1:12.5 6.0 0 F1_2 2 4 2x4 3-0-0 3-0-0 LOADING (ps� SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.53 Vert(LL) 0.02 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BIC 0.14 Vert(TL) 0.02 2-4 >999 180 BCLL 10.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 3-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=28/Mechanical,2=284/0-3-8,4=42/Mechanical Max Horz 2=254(load case 5) Max Uplift 3=-87(load case 6), 2=-455(load case 5),4=49(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/49,2-3=-59/6 BOTCHORD 2-4=0/0 JOINT STRESS INDEX 2=0.53 NOTES 1) Wind:ASCE 7-02; 120mph (3-second gust); h=28ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C;partially; MWFRS gable end zone and C-C Exterior(2)zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi To�us Design Engineer Lawnnce A.Paine,PE 3) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 87 ffori&PE No.21475 uplift at joint 3,455 lb uplift at joint 2 and 49 lb uplift at joint 4. Builien FirstSource-Florida6 LLC 6550 Roosevelt Biva.Jacksonville,FL 32244 LOAD CASE(S) Standard October 27,2005 Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1111111.7473 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 to be Installed and loaded vertically.Applicability of design paramenters and proper incorporation ofcomponent is responsibility of building designer-not truss MACK.". des.gne.Bracing shown 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 -"Source regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MR51 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job russ Truss Type J1533134 J 135450 CJ02A JACK Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:212005 Page I -2-�12 -2-0-0 3-0-0 0-0-12 2-0-0 3-0-0 4 Scale 1:12.5 3 6.00[12 2 3x6 3x6 7::- 5 W 0-6-12 3-0-0 0-6-12 2-5-4 Plate Offsets(X,Y): [2:0-0-15,0-1-81 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.89 Vert(LL) 0.02 2-5 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BIC 0.15 Vert(TL) 0.02 2-5 >999 180 BCLL 10.0 Rep Stress Incr NO W13 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 15 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 3-0-0 oc purlins. SLIDER Left 2 X 4 SYP No.3 1-5-0 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=-15/Mechanical, 2=381/0-3-8, 5=42/Mechanical Max Horz 2=254(load case 5) Max Uplift 4=-56(load case 6), 2=-552(load case 5), 5=49(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=-32/71,2-3=-82/0, 3-4=-36/0 BOT CHORD 2-5=0/0 JOINT STRESS INDEX 2=0.28,2=0.23,2=0.24 and 3=0.00 NOTES 1) Wind:ASCE 7-02; 120mph (3-second gust); h=28ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C;partially; MWFRS gable end zone and C-C Exterior(2)zone; cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. Truss Design Engineer:Lawrence A.Paine,PE 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Florida PE No.21475 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 564bilders FintSource-Florida,LLC uplift at joint 4, 552 lb uplift at joint 2 and 49 lb uplift at joint 5. 6550 Roosevelt Blvd.Jacksonville,FL 32244 Continued on page 2 October 27,2005 Warning-Vertfy design pararnateirs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE Design valid for use onlywith MiTak connectors.This design is based only upon parameters sho,vri,and is for an individual building component to be soft WEB a Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shom is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the res risibillity,of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance po reg arding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,NI 53719 First-Source Job Truss Truss Type aty Ply J1533134 J135450 CJ02A JACK 3 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:21 2005 Page 2 NOTES 4) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back (B). 5)54.0#concentrated load from a structural sub-fascia beam. Sub-fascia beam and its connections to be designed and furnished by others. Loading has been calculated by the truss manufacturer. It is the responsibility of the Arch itect/E ng ineer of Record to verify and approve the loading. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-4=-54,2-5=-30 Concentrated Loads(lb) Vert: 1=-54(F) Truss Design Enigineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 A Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M111-7473 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 to be Installed and loaded vertically. Applicability of design pararnenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 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 -88 Ouality Standard,DSB-89 Bracing Specification,and HIS-91 regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST OFirstSource Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Tru s Type y y J1533135 J 135450 CJ02B JACK 1 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:212005 Page 1 -2-P;12 -2-0-0 3-0-0 0-0-12 2-0-0 3-0-0 3 Scale 1:12.5 6.00 F1-2 2 4 3x6 3-0-0 3-0-0 LOADING (pso SPACING 2-0-0 CS1 DEFL in (loc) I/defl L/d PLATES GRIP TCLL 2.0.0 Plates Increase 1.25 TC 0.80 Vert(LL) 0.02 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BIC 0.15 Vert(TL) 0.02 2-4 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5�O Code FBC2004/TP12002 (Matrix) Weight: 13 lb LUMBER BRACING TOPCHORD 2X4SYPNo.1D TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 3-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-1 O/Mechanical, 2=369/0-3-8,4=42/Mechanical Max Horz 2=254(load case 5) Max Uplift 3=41(load case 6),2=-582(load case 5),4=-49(load case 3) Max Grav 3=1 1(load case 3), 2=369(load case 1),4=42(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=-51/68, 2-3=-76/4 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.31 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=28ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C;partially; MWFRS gable end zone and C-C Exterior(2)zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Tniss Design Engineer:Lawrence A.Paine,PE 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41'1 rida.PE No.21475 uplift at joint 3, 582 lb uplift at joint 2 and 49 lb uplift at joint 4. &�;-FirtS---FI.Ma,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 Continued on page 2 October 27,2005 Waming-Verify design Parameters and READ NOTES ON THIS AND—INCLUDEDMITEK REFERENCE PAGE 1111111-7473 BEFO OR USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the UUU&M responsibillity of the ere�ctor,Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance re garding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specilication,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 - ts Job Truss Truss Ty e Qty Ply J1533135 J135450 CJ02B JACK 1 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:21 2005 Page 2 NOTES 4)48.0#concentrated load from a structural sub-fascia beam. Sub-fascia beam and its connections to be designed and furnished by others. 5) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). Loading has been calculated by the truss manufacturer. It is the responsibility of the Arch itect/Eng i neer of Record to verify and approve the loading. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-3=-54,2-4=-30 Concentrated Loads(lb) Vert: 1=-48(F) Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstScrarce-Florik LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 A'& warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1111111-7473 BEFOR USE E Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be ftrs Installed and loaded vertically, Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the ibillity,of the erector,Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance re ponsi garding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 i FirstSource Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onoffio Drive,Madison,WI 53719 'es Job Truss Truss Type Qty Ply J135450 CJ03 JACK 4 1 J1533136 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:22 2005 Page 1 -2-0-0 5-0-0 2-0-0 5-0-0 3 Scale 1:16.9 6.0 0 F1-2 2 4 2X4 5-0-0 5-0-0 LOADING (pso SPACING 2-0-0 CS1 DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.53 Vert(LL) 0.14 2-4 >403 240 MT20 244/190 TCDL . 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) 0.13 2-4 >442 180 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: 19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 5-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=102/Mechanical,2=348/0-3-8,4=72/Mechanical Max Horz 2=352(load case 5) Max Uplift 3=-219(load case 5),2=-512(load case 5),4=-84(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/49,2-3=-167/35 BOTCHORD 2-4=0/0 JOINT STRESS INDEX 2=0.62 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=28ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C;partially; MWFRS gable end zone and C-C Exterior(2)zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi russ Design Engineer:Lawrence A.Paine,PE 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21� lb uplift at joint 3, 512 lb uplift at joint 2 and 84 lb uplift at joint 4. Florida PE No.21475 Bailders FirstSaurce-Florida,LLC LOAD CASE(S) Standard 6550 Foosevelt Blvd.Jacksonvine,Fl.32244 October 27,2005 -7473 BEFORE USE K REFERENCE PAGE Will IN Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be not truss Instal ed and loaded vertically. Applicability of design paramenters,and proper incorporation of component is responsibility of building designer designer.Bracing shown 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 reg rding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 a Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,Wl 53719 baFlrstSource Truiss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 BmIders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 Wairning-Verify design parametons end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 to be I stall -not truss n ad and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer designer.Bracing shown 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 QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 FirstSource Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job russ Truss Type Qty Ply J1533137 J135450 EJ01 MONO TRUSS 3 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:22 2005 Page 1 -2-0-0 5-0-0 2-0-0 5-0-0 3 Scale 1:16.9 6.00 F1-2 2 N 4 2x4 5-0-0 5-0-0 LOADING (pso SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vi 0.14 2-4 >403 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) 0.13 2-4 >442 180 BCLL 10.0 Rep Stress Incr YES W13 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC20041TPI2002 (Matrix) Weight: 19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 5-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=102/Mechanical, 2=348/0-3-8,4=72/Mechanical Max Horz 2=352(load case 5) Max Uplift 3=-219(load case 5),2=-512(load case 5),4=-84(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/49,2-3=-167/35 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.62 NOTES 1) Wind:ASCE 7-02; 120mph (3-second gust); h=28ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C; partially; MWFRS gable end zone and C-C Exterior(2)zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi russ Design Engineer:Lawrence A.Paine,PE 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21� lb uplift at joint 3, 512 lb uplift at joint 2 and 84 lb uplift at joint 4. Florida PE No.21475 Builders FirstSouxce-Florida,LLC LOAD CASE(S) Standard 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 A& Warning-Verify design Porametem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1011111-7473 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 to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the LM 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 QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D.Onofdo Drive,Madison,WI 53719 FirstSource Job Truss Truss Type Oty Ply J1533138 J135450 EJ02 MONO TRUSS 9 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:22 2005 Page 1 -2-0-0 5-0-0 2-0-0 5-0-0 4 Scale 1:16.9 6.00 F1-2 3 c� 2 M 3x6 1 2x4 0-6-12 5-0-0 0-6-12 4-5-4 Plate Offsets(X,Y): [2:0-0-15,0-1-8] LOADING (pso SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.14 2-5 >403 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) 0.13 2-5 >442 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 4 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:23 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 5-0-0 oc purlins. SLIDER Left 2 X 4 SYP No.3 2-5-15 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=102/Mechanical,2=348/0-3-8,5=72/Mechanical Max Horz 2=352(load case 5) Max Uplift 4=-219(load case 5),2=-512(load case 5),5=-84(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/49,2-3=-160/0,3-4=-150/34 BOT CHORD 2-5=0/0 JOINT STRESS INDEX 2=0.27,2=0.22,2=0.23 and 3=0.00 NOTES 1) Wind:ASCE 7-02; 1120mph(3-second gust); h=28ft;TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp C; partially; MWFRS gable end zone and C-C Exterior(2)zone;cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=11.60.This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. Trws Design Erig;ineer:Lawrence A.Paine,PE 2) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Florida PE No.21475 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 Diilders FirstSource-Florida,LLC lb uplift at joint 4,512 lb uplift at joint 2 and 84 lb uplift at joint 5. 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 LOAD CASE(S) Standard Warning-Verlify design pararn*t*rs and READ NOTES ON THIS AND INCLUDED MITEK 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 to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss i designer.Bracing shown 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 OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MFirstSource Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 �Truss Type Qty ply 1 Job Reference(optional) J1533139 --�EJ03 MONO TRUSS 9 Job uss J135450 Builders First Source,Jacksonville Florida 32244 6.200 a Jul 13 2005 MiTek Industries,Inc. Wed Oct 26 10:25:08 2005 Page I -2-0-0 7-0-0 2-0-0 7-0-0 3 Scale 1:20.1 6.0 0 F1-2 2 4 2x4 7-0-0 7-0-0 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (10c) I/defl L/d PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 0.80 Vert(I-L) 0.57 2-4 >143 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.82 Vert(TL) 0.52 2-4 >157 180 BCLL 10.0 Rep Stress Incir YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP]2002 (Matrix) Weight:26 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D TOP CHORD Structural wood sheathing directly applied or 4-8-6 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOTCHORD Rigid ceiling directly applied or 6-6-12 oc bracing. REACTIONS (lb/size) 3=164/Mechanical,2=424/0-3-8,4=102/MechanicaI Max Horz2=450(load case 5) Max Uplift3=-351(load case 5),2=-595(load case 5),4=-120(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/49,2-3=-245/58 BOT CHORD 2-4=0/0 NOTES 1)Wind:ASCE 7-02;120mph(3-second gust);h=28ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWIFIRS gable end zone and C-C Exterior(2)zone;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 351 lb uplift at joint 3,595 lb uplift at joint 2 and 120 lb uplift at joint 4. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 K REFERENCE PAGE Mil-7473 BEFORE US E Design valid for use only with MiTek connectors.This design is based only upon parameters shovvn,and is for an individual building component to be installed d loaded vertically, Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shovwn is for lateral support of individual eb 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 OST-88 Quality Stand rd,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,aMadison,Wl 53719 First Job Truss Truss Type Qty Ply J 1533140 J135450 HJ01 JACK 1 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:23 2005 Page 1 -2-9-15 3-8-15 7-0-14 2-9-15 3-8-15 3-3-15 3 Sc .8 4.24 F11-2 c� 2 4 2x4 7-0-14 7-0-14 Plate Offsets(X,Y): [2:0-0-0,0-0-0] LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.84 Vert(LL) 0.23 2-4 >352 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) 0.19 2-4 >436 180 BCLL 10.0 Rep Stress Incr NO W13 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:26 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 7-0-14 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=182/Mechanical,2=379/0-4-15,4=120/Mechanical,4=120/Mechanical, 4=120/Mechanical Max Horz 2=326(load case 2) Max Uplift 3=-355(load case 2),2=-624(load case 2),4=-1 16(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/50,2-3=-142/42 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.43 NOTES 1)Wind:ASCE 7-02; 120mph (3-second gust); h=28ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C; partially; MWFRS gable end zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. Truss Design Engineer:Lawrence A.Paine,PE 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Florida PE No.21475 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 355diders FirstSource-Florida,LLC lb uplift at joint 3,624 lb uplift at joint 2 and 116 lb uplift at joint 4. 6550 Roosevelt Blvd.Jacksonville,FL 32244 4) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back October 27,2005 Co@hued on page 2 Waming-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE Will am V SUffm to Design valid for use only with MiTel,connectors.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 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 -91 re garding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB FirstSource Handling installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 LJob Truss Truss Type Qty Ply J1533140 J135450 HJ01 JACK 1 1 Job R-f-1-10 Inntinn Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 26 09:10:23 2005 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=11.25, Plate Increase=11.25 Uniform Loads (plo Vert: 1-2=-54 Trapezoidal Loads(plf) Vert:2=-3(F=26, B=26)-to-3=-95(F=-21, B=-21),2=0(F=15,B=15)-to-4=-53(F=-12, B=-12) Truss Design Engineer:Lawrence A.Pairte,PE Florida PE No.21475 Btrilders FirstSource-Florida,LLC 6550 Roosevelt Blvd..Jacksonville,FL 32244 October 27,2005 Aj Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 1111111-7473 BEFORE USE ik Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be not truss Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer ukWsl designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability dunng 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 OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,Wl 53719 FirstSource Job Truss russ Type Qty Ply J1533141 J135450 HJ02 JACK 1 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:23 2005 Page 1 -2-1P-8 -2-9-15 4-0-0 7-0-14 0-G-9 2-9-15 4-0-0 3-0-14 4 So .8 5X8 4.24 F11-2 3 8 c� 9 2 Ll 3X6 3x6 10 7 6 5 1 2x4 11 3x6— 2x4 7x10 0-9-15 7-0-14 0-9-15 6-2-15 Plate Offsets(X,Y): [2:0-0-4,Edge], [2:2-5-12,0-1-8], [3:0-2-6,0-2-8], [6:0-1-7,0-1-81 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.52 Vert(LL) 0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vert(TL) 0.02 6-7 >999 180 BCLL 10.0 Rep Stress I ncr NO WB 0.17 Horz(TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC2004ITP[2002 (Matrix) Weight:48 lb LUMBER BRACING TOPCHORD 2X4SYPNo.1D TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 6-0-0 oc purlins. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 7-8-9 oc LBR SCAB 1-3 2 X 4 SYP No.1 D one side bracing. SLIDER Left 2 X 4 SYP No.3 3-2-2 REACTIONS (lb/size) 4=178/Mechanical, 2=883/0-5-11,5=287/Mechanical Max Horz 2=351(load case 2) Max Uplift 4=-244(load case 2),2=-1 150(load case 2), 5=-368(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=-47/104, 2-9=-593/563, 8-9=-581/558, 3-8=-522/553, 3-4=-74/45 BOTCHORD 2-1 0=-616/449,7-1 0=-616/449,6-7=-616/449, 5-6=0/0 WEBS 3-6=-498/684, 3-7=-259/232 JOINT STRESS INDEX 1 =0.00, 1 =0.00,2=0.16,2=0.00,2=0.16,2=0.16,2=0.26, 3=0.74, 3=0.00,6 0.18 and 7 0.16 NOTES 1)Attached 7-4-2 scab 1 to 3, back face(s)2 X 4 SYP No.1 D with 1 row(s)of 0.131"xY Nails spaMds Design Engineer:Lawrence A.Paine,PE 9"o.c,except:starting at 2-3-2 from end at joint 1, nail 1 row(s)at 4 o.c.for 2-4-9. Florida PE No.214'75 2) Wind:ASCE 7-02; 120mph (3-second gust); h=28ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; &0ders FirstSource-FlorHa,LLC C; partially; MWFRS gable end zone;cantilever left exposed ; porch left and right exposed; 6550 Roosevelt Blvd.Jacksonville,FL 32244 Lumber DOL=1.60 plate grip DOL=1.60. October 27,2005 §b&W4WMrp@6%a,ssumed to be SYP No.2 crushing capacity of 565.00 psi Waming-Verily d*sIgn paraimeteirs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1111111111-7473 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 to be Nt111&rS Instal ad and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 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 re -91 garding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB OFimt Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,Wl 53719 Job russ Truss Type aty Ply J1533141 J135450 HJ02 JACK 1 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 26 09:10:23 2005 Page 2 NOTES 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 244 lb uplift at joint 4, 1150 lb uplift at joint 2 and 368 lb uplift at joint 5. 5) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). 6) 107.0#concentrated load from a structural sub-fascia beam. Sub-fascia beam and its connections to be designed and furnished by others. Loading has been calculated by the truss manufacturer. It is the responsibility of the Arch itect/E ngi neer of Record to verify and approve the loading. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Concentrated Loads(lb) Vert: 1=-107(F) Trapezoidal Loads(plo Vert: 1=-54-to-2=-1 03(F=-49),2=-95(F=-41)-to-9=-1 OO(F=-46),9=-54-to-4=-1 36(F=-82),2=-37(F=-7)-to-1 0=-39(F=-9)' 1 0=-30-tcl-5=-76(F=-46) Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Bilile'll rs FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 K REFERENCE PAGE Mil-7473 BEFORE USE Design valid for use only with M[Tek connectors.This design is based only upon parameters shown,and is for an individual building component to be ft. .0 Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the espons r lbillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance 1 , 1 ;3IS"ource i garding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handli nginstallingand Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,W153719 Job russ Truss Type Qty Ply J 1533142 J135450 HJ03 JACK I I Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:24 2005 Page 1 -2-ilp:8 -2-9-15 4-0-0 7-0-14 0-0-9 2-9-15 4-0-0 3-0-14 S .8 5X8 4.24 F1—2 3 8 2 Ll 3x6 3x6 10 7 6 5 2x4 11 3x6 2x4 7x10 Simpson SUR/1-24 0-9-15 7-0-14 0-9-15 6-2-15 Plate Offsets(X,Y): [2:0-0-4,Edgej, [2:2-5-8,0-1-8], [3:0-2-10,0-2-8], [6:0-1-7,0-1-8] LOADING (ps� SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.61 Vert(LL) 0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BIC 0.27 Vert(TL) 0.03 6-7 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.21 Horz(TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:48 lb LUMBER BRACING TOPCHORD 2X4SYPNo.1D TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 6-0-0 oc purlins. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 6-10-3 oc LBR SCAB 1-3 2 X 4 SYP No.1 D one side bracing. SLIDER Left 2 X 4 SYP No.3 3-2-2 REACTIONS (lb/size) 4=1 83/Mechanical, 2=893/0-5-11,5=298/Mechanical Max Horz 2=351(load case 4) Max Uplift 4=-300(load case 2),2=-1 315(load case 2), 5=-462(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=-62/104, 2-9=-614/733,8-9=-602/725, 3-8=-542/711, 3-4=-88/46 BOTCHORD 2-10=-761/468,7-10=-761/468,6-7=-761/468,5-6=0/0 WEBS 3-6=-520/845,3-7=-318/238 JOINT STRESS INDEX 1 =0.00, 1 =0.00,2=0.18,2=0.00,2=0.18, 2=0.18,2=0.29,3=0.79, 3=0.00, 6 0.22 and 7 0.17 NOTES 1) Attached 7-4-2 scab 1 to 3, back face(s)2 X 4 SYP No.1 D with 1 row(s)of 0.131"xY Nails spaMds Design Eriij;imer:Lawrence A.Paine,PE 9"o.c.except:starting at 2-3-2 from end at joint 1, nail 1 row(s)at 4 o.c.for 2-4-8. Florida PE No.21475 2) Wind:ASCE 7-02; 120mph (3-second gust); h=28ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exotlers FirstSource-Florik LLC C; partially; MWFRS gable end zone; cantilever left exposed; porch left and right exposed; 6550 Foosevelt Blvd.JacksonviRe,Fl.32244 Lumber DOL=1.60 plate grip DOL=1.60. October 27,2005 6b&W4�Wi,9fl�@§%;23sumed to be SYP No.2 crushing capacity of 565.00 psi W..1.9-Verify doslon Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE Design valid for use only with MiTelk connectors.This design is based only upon parameters shom,and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracmg shom is for lateral support of individual eb members only.Additional temporary bracing to insure stability during construction is the responsib'llity 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 OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofro Drive,Madison,Wl 53719 i MFirstSource Job Truss Truss Type Q y Ply J1533142 J 135450 HJ03 JACK 1 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s jul 1-3 200-5 MiTek Industries, Inc. Wed Oct 26 09:10:24 2005 Page 2 NOTES 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 300 lb uplift at joint 4, 1315 lb uplift at joint 2 and 462 lb uplift at joint 5. 5) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back (B). 6) 107.0#concentrated load from a structural sub-fascia beam. Sub-fascia beam and its connections to be designed and furnished by others. Loading has been calculated by the truss manufacturer. It is the responsibility of the Arch itect/E ng I neer of Record to verify and approve the loading. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Concentrated Loads(lb) Vert: 1=-107(F) Trapezoidal Loads(plf) Vert: 1=-54-to-2=-103(F=-49),2=-95(F=-41)-to-9=-100(F=-46),9=-55(F=-1)-to-4=-140(F=-86), 2=-37(F=-7)-to-10=-39(F=-9), 10=-31(F=-1)-to-5=-78(F=-48) Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 A Naming.Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ll BEFORE USE Design valid for use only with MiTek connectors.This design is based only upon parameters sho,vn,and is for an individual building component to be 0 Installed and loaded vertically Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shom is fo�lateral support of individual"b 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 OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 FirstSource Job Truss Truss Type oty Ply J153314 J135450 HJ04 MONO TRUSS 2 1 �Job Reference(optional) I Builders First Source,Jacksonville Florida 32244 6.200 a Jul 13 2005 MiTek Industries,Inc. Thu Oct 27 10:24:55 2005 Page 1 -2-9-15 5-2-5 8-0-0 9-10- 2-9-15 5-2-5 2-9-11 1-10-13 Scale:51: .4 2x4 11 4 4.24 F1-2 2X4 3 2 7 6 5x6 3x6 Simpson SUR/L24 8-0-0 9-10-1 9-lp-13 8-0-0 1-10-1 0-�'12 LOADING(psfI SPACING 2-0-0 CS1 DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.32 2-7 >355 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) 0.27 2-7 >430 180 BCLL 10.0 Rep Stress Incr NO WB 0.21 Horz(TL) -0.01 6 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:52 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [P] BOTCHORD 2 X 6 SYP NoAD BOTCHORD Rigid ceiling directly applied or 7-1-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 5=238/Mechanical,2=536/0-5-11,6=403/Mechanir-al Max Horz2=549(load case 2) Max Uplift5=-379(load case 2),2=-790(load case 2),6=-585(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/54,2-3=-473/354,3-4=-211/0,4-5=-136172 BOTCHORD 2-7=-748/440,6-7=0/0 WEBS 3-7=-503/856,4-7=0/1 79 NOTES 1)Wind:ASCE 7-02;120mph(3-second gust);h=28ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)Provide mechanical connection(by others)of truss to bearing plate capable ofwithstanding 379 lb uplift at joint 5,790 lb uplift atjoint 2 and 585 lb uplift at joint 6. 4)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)i Vert:1-2=-54 Trapezoidal Loads(plf) Vert:2=-3(F=25,B=25)-to-5=-1 34(F=-40,B=-40),2=-O(F=l 5,B=1 5)-to-6=-74(F=-22,B=-22) Truss Design Ertgimer:Lawrence A.Paine,PE Florida PE No.21475 5,0,1 rs FirstSouxce-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 Woming-Verify design parametem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10111-7473 BEFORE USE Design valid for use only with Mi-rek connectors,This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss at temporary bracing to insure stability during construction is the designer.Bracing shown is for lateral support of individual web members only. Addition responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance is -,urce in,ab ti n quality control,storage,delivery,erection and bracing,consult OST-88 Ouality Standard,DSB-89 Bracing Specification,and HIB-91 FirstSo ri 0 =n In talc, a;d Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job russ Truss Type Qty Ply J1533144 J135450 T01 HIP 1 2 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:25 2005 Page I -2-0-0 5-0-0 9-11-5 12-7-8 14-10-11 19-10-0 24-10-0 26-10-0 2-0-0 5-0-0 4-11-5 2-8-3 2-3-3 4-11-5 5-0-0 2-0-0 Scale 1:49.3 4 4 6:5: 5x8 2x4 11 5x10 T201-lzz� 6.00 F1-2 5 6 3 8 c� 2 9 c? 3x8 10 3x8 5x8 15 23 24 14 25 26 13 12 27 28 11 3x6 3x6 2x4 11 3x6 2x4 11 5x8 11 3x8 �6-1? 5-0-0 5-%12 9-11-5 14-10-11 19-10-0 24-1 M 0-6-12 4-5-4 0-0-12 4-10-9 4-11-5 4-11-5 5-0-0 Plate Offsets(X,Y): [2:0-1-8,0-2-0], [9:0-7-7,Edgel, (9:0-0-4,Edge] LOADING (pso SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.77 Vert(LL) 0.42 12-14 >702 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) 0.37 12-14 >807 180 MT20H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.35 Horz(TL) -0.12 9 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:253 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 6-0-0 oc purlins. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 4-9-5 oc SLIDER Left 2 X 4 SYP No.3 2-5-15, bracing. Right 2 X 4 SYP No.3 2-5-15 REACTIONS (lb/size) 2=1937/0-3-8,9=1949/0-3-8 Max Horz 2=1 23(load case 4) Max Uplift 2=-3257(load case 4),9=-3332(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/49,2-3=-3515/5944,3-4=-3449/5953,4-16=-3125/5474, 16-17=-3124/5474, 5-17=-3124/5474, 5-18=-4420/7929, 18-19=-4420/7929, 19-20=-4420/7929, 6-20=-4420/7929,6-21=-4419/7928, 21-22=-4420/7928,7-22=-4420/7928, 7-8=-3474/6112, 8-9=-3540/6102, 9-10=0/49 Tnus Design Engineer:Lawrence A.Paine,PE BOTCHORD 2-15=-5194/3059, 15-23=-7694/4404,23-24=-7694/4404, 14-24=-7694/4404' Florida PE No.21475 14-25=-7694/4404, 25-26=-7694/4404, 13-26=-7694/4404, 12-13=-7694/4404, B,fld rs FirstSource-Florida,LLC 12-27=-5335/3108,27-28=-5335/3108, 11-28=-5335/3108, 9-1 1=-5290/3081 6550 Roosevelt Blvd.Jacksonville,FL 32244 WEBS 4-15=-1999/1156,5-15=-1483/2786,5-14=-430/266, 5-12=-93/29,6-12=-421/844, 7-12=-2762/1510, 7-11=-778/471 JOINT STRESS INDEX 2=0.90,2 0.78, 2 0.00,3=0.00,4=0.79, 5=0.48, 6=0.33, 7=0.72, 8=0.00,9=0.70,9 0.80, 9=0.00, 9 0.91, 11 =0.33, 12 0.69, 13 0.73, 14=0.33 and 15=0.61 October 27,2005 Continued on page 2 or�oulk all a Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building MITEK REFERENCE PAGE 11111111-7473 BEFORE USE Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of buildin component to be W11111:� g designer-not truss designer.Bracing shown 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 QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,VVI 53719 First ource Job Tr ss Truss Ty e Qty Ply J1533144 J135450 T01 HIP 1 2 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:25 2005 Page 2 NOTES 1) 2-ply truss to be connected together with 0.1 31"xY Nails as follows: Top chords connected as follows:2 X 4- I row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4-1 row at 0-9-0 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=28ft;TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp C;partially; MWFRS gable end zone;cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3257 lb uplift at joint 2 and 3332 lb uplift at joint 9. LOAD CASE(S) Standard 1) Regular: Lumber lncrease=1.25, Plate lncrease=1.25 Uniform Loads(plo Vert: 1-4=-54,4-7=-54, 7-10=-54, 2-9=-30 Concentrated Loads (lb) Vert:4=-172(F)7=-177(F) 13=-42(F) 15=-299(F) 1 1=-310(F) 16=-48(F) 17=-48(F) 18=-48(F) 19=-48(F)20=-48(F) 21=-48(F)22=-48(F)23=-42(F)24=-42(F) 25=-42(F)26=-42(F)27=-42(F)28=-42(F) Truss Design Erig�mer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 A Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE owift oil a Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be EL.WE a Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss LWOW" I designer.Bracing shown 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 regardi -88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 FirstSource ng fabrication,quality control,storage,delivery,erection and bracing,consult QST Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job russ Truss Type Qty P11 J 1533145 J135450 7T02 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:25 2005 Page 1 -2-0-0 7-0-0 12-5-0 17-10-0 24-1 G-0 26-10-0 2-0-0 7-0-0 5-5-0 5-5-0 7-0-0 2-0-0 1 Scale=1:49.3 7x14 MT20H 8x14 MT18H z� 3x6 4 5 6 6 6.00 F1—2 — 00 1 2 7 3 8 A 2 E 7 8x12 3x6 1�� 3x6-1�- 8 x, 3x6 11 10 9 5x6 3x6 4x6 3x6 24-10-0 0-6-12 6-5-4 10-10-0 7-0-0 Plate Offsets(X,Y): [2.�0-2-1,0-5-21, [4:0-6-3,Edgel, L6:0-6-3,Edge],[7:0-3-0,0-2-91 LOADING (pso SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.94 Vert(LL) 0.42 9-11 >702 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BIC 0.31 Vert(TL) 0.37 9-11 >792 180 MT20H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.24 Horz(TL) -0.06 7 n/a n/a MT18H 244/190 BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 137 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2*Except* TOPCHORD Structural wood sheathing directly applied or 4-6 2 X 4 SYP No.1 D 2-2-0 oc purlins. BOTCHORD 2 X 6 SYP No.1 D BOTCHORD Rigid ceiling directly applied or 4-5-1 oc WEBS 2 X 4 SYP No.3 bracing. SLIDER Left 2 X 4 SYP No.3 3-7-6 REACTIONS (lb/size) 7=1150/0-3-8,2=1150/0-3-8 Max Horz 2=-149(load case 6) Max Uplift 7=-1 607(load case 6),2=-1 607(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/52,2-3=-1 806/3531,3-4=-1 710/3543,4-5=-1 554/3368,5-6=-1 559/3378, 6-7=-1810/3552,7-8=0/52 BOTCHORD 2-11=-2815/1535, 10-11=-3168/1755, 9-1 0=-3168/1755,7-9=-2825/1540 WEBS 4-11=-984/472, 5-11=-339/504, 5-9=-341/500,6-9=-974/477 JOINT STRESS INDEX 2=0.50, 2=0.62,2=0.62,2=0.28, 3=0.00,4=0.98, 5=0.34,6=0.91,7=0.90,9=0.34, 10 0.72 and 11 0.34 NOTES Truss Design Engineer:Lawrence A.Paine,PE 1) Unbalanced roof live loads have been considered for this design. Florida PE No.21475 2) Wind:ASCE 7-02; 120mph (3-second gust); h=28ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11; Ow;Vers FirstSouxce-Florik LLC C;partially; MWFRS gable end zone and C-C Exterior(2)zone; cantilever left exposed ; porch kffO Roosevelt Blvd.Jacksonville,FL 32244 and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for October 27,2005 CofflW0kr&rppggf&ryes,and for MWFRS for reactions specified. K REFERENCE PAGE NIII-7473 REFORE USE Design valid for use only with MiTek connectors This design is based only upon parameters sho�,and is for an individual building component to be Insta ad and loaded vertically.Applicability of design paramenters,and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shom 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 OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 FrStSource Job Truss Truss Type Qty Ply J1533145 J135450 T02 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:25 2005 Page 2 NOTES 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1607 lb uplift at joint 7 and 1607 lb uplift at joint 2. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blva.Jacksonville,FL 32244 October 27,2005 A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE JIM gill a — Design valid for use only with Mi7ek connectors.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically, Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not tnuss 12U designer.Bracing shown is for lateral suppon of individual web members only.Additional temporary bracing to insure stability during construction is the r es ponsibillity 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 OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MFrstSource Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Oncfrio Drive,Madison,WI 53719 Job Truss Truss Type ty Ply J135450 T03 HIP 1 1 J1533146 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:26 2005 Page 1 -2-0-0 4-9-4 9-0-0 15-10-0 1 20-0-12 24-10-0 26-10-0 2-0-0 4-9-4 4-2-12 6-10-0 4-2-12 4-9-4 2-0-0 Scale 1:49.3 500 MT20H::� 5xl 0 MT20H z� 5 6 6.0 0 Fl-2 3x6 3x6 4 3 2 8 3x8 9 3x6 14 13 12 11 10 5x6 4x10 H 2x4 !I 3x8 M M 2x4 11 0-6-12 4-2-8 4-2-12 6-10-0 4-2-12 4-9-4 Plate Offsets(X,Y): [2:0-2-0,0-0-5], [2:0-0-4,Edge], [8:0-1-10,Edge) LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.86 Vert(LL) 0.38 11-13 >783 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(TL) 0.33 11-13 >885 180 MT20H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.31 Horz(TL) -0.11 8 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 132 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 4-6-10 oc purlins. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 3-5-3 oc SLIDER Left 2 X 4 SYP No.3 2-3-5 bracing. REACTIONS (lb/size) 2=1150/0-3-8,8=1150/0-3-8 Max Horz 2=-1 69(load case 6) Max Uplift 2=-1634(load case 5), 8=-1634(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/49, 2-3=-1819/3606,3-4=-1736/3621,4-5=-1495/3100,5-6=-1316/2926, 6-7=-1496/3103,7-8=-1832/3646,8-9=0/49 BOTCHORD 2-14=-2923/1553, 13-14=-2923/1553, 12-13=-2306/1313, 11-12=-2306/1313, 10-1 1=-2951/1567,8-10=-2951/1567 WEBS 4-13=-286/730, 5-13=-817/317,6-13=-1 12/118,6-1 1=-836/326, 7-1 1=-304/768,Trws DesignErq;ineer:Lawrence A.Paine,PE 4-1 4=-279/1 12, 7-1 0=-289/1 22 Florida PE No.2 1475 Fbild rs FirstSourre-FlorA LLC JOINT STRESS INDEX 6550 Roosevelt Blvd.Jacksonville,FL 32244 2=0.81, 2=0.95,2=0.00,2=0.97,3=0.00,4=0.39, 5=0.84, 6=0.82, 7=0.39,8=0.93, 10 0.33, 11 0.34, 12=0.49 13=0.56 and 14=0.33 NOTES 1) Unbalanced roof live loads have been considered for this design. Continued on page 2 October 27,2005 K REFERENCE PAGE NIII-7473 BEFORE USE Design valid for use only with MiTelk connectors.This design is based only upon parameters shown and is for an individual building component to dim a not truss Insta ad and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer be desig r Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the LWIM." i respon lbillity 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 OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 i Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 FirstSource Job Truss Truss Type Qty Ply J1533146 J135450 T03 HIP Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 20b5 MiTek Industries, Inc. Wed Oct 26 09:10:26 2005 Page 2 NOTES 2)Wind:ASCE 7-02; 120mph (3-second gust); h=28ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C;partially; MWFRS gable end zone and C-C Exterior(2)zone; cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.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)All plates are MT20 plates unless otherwise indicated. 5)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1634 lb uplift at joint 2 and 1634 lb uplift at joint 8. LOAD CASE(S) Standard Tnus Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 50d rs FirstSource-Florida,LLC 6550 Roosevelt Blvd.JacicsonvMe,FL 32244 October 27,2005 �A�& Wanning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-7473 BEFORE USE Design valid for use onlywith Mi7ek connectors.This design is based only upon parameters shown and is for an individual building component to be i not truss I i Instal ad and loaded vertically. Applicability of design paramenters,and proper incorporation of component is responsibility of building designer- designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the i a pon ibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance -89 Bracing Specification,and HIB-91 garding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB OFJrstSourclu Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply J 135450 T04 HIP J1533147 L... Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:26 2005 Page I -2-0-0 5-9-4 11-0-0 1 3-10-0 24-10-0 26-10-0 1 19-0-12 2-0-0 5-9-4 5-2-12 2-10-0 5-2-12 5-9-4 2-0-0 Scale 1:49.3 5X8 5x8 z� 5 6 6.00 F-12 2x4 2x4 4 7 3 2 3x8 9 3x6 13 12 11 10 5x6 6X8 11 3x6 3x6 3x6 3x6 0176-1� 6-5-15 12-5-2 18-4-6 24-10-0 0-&12 5-11-3 5-11-3 5-11-3 6-5-10 Plate Offsets(X,Y): [2:0-2-4,0-0-51, L2:0-0-4,Edgel, [8:0-1-10,Edge] LOADING (psf) SPACING 2-0-0 CS11 DEFIL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.81 Vert(LL) 0.30 12-13 >990 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) 0.26 12-13 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.36 Horz(TL) -0.09 8 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 134 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 4-6-6 oc purlins. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 3-5-5 oc SLIDER Left 2 X 4 SYP No.3 2-10-3 bracing. WEBS 1 Row at midpt 5-13, 6-10 REACTIONS (lb/size) 2=1150/0-3-8,8=1150/0-3-8 Max Horz 2=-192(load case 6) Max Uplift 2=-1657(load case 5), 8=-1657(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/49,2-3=-1786/3545,3-4=-1706/3559,4-5=-1699/3699,5-6=-1138/2649, 6-7=-1718/3739,7-8=-1800/3585,8-9=0/49 BOTCHORD 2-13=-2865/1526, 12-13=-1 870/1116, 11-12=-1 867/1115, 10-11=-1 867/1115, 8-10=-2892/1538 WEBS 4-1 3=-255/591,5-1 3=-1 338/552, 5-1 2=-231/21 0,6-1 2=-250/21 6,6-1 0=-1 384/57T!-s Design Engineer:Lawrence A.Paine,PE 7-1 0=-261/606 Florida PE No.21475 Builders FirstSource-Florida,LLC JOINT STRESS INDEX 6550 Roosevelt Blvd.Jacksonville,FL 32244 2=0.88, 2=0.93,2=0.00,2=0.88, 3=0.00,4=0.33, 5=0.87,6=0.88,7=0.36,8=0.91, 10 0.50, 11 0.38, 12=0.50 and 13=0.50 NOTES 1) Unbalanced roof live loads have been considered for this design. Continued on page 2 October 27,2005 K REFERENCE PAGE 11111111-7473 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 to be mucim Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 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 garding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofho Drive,Madison,WI 53719 RrStSource , Job Truss Truss Ty e Oty Ply J 1533147 J135450 T04 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:26 2005 Page 2 NOTES 2)Wind:ASCE 7-02; 120mph (3-second gust); h=28ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C;partially; MWFRS gable end zone and C-C Exterior(2)zone;cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.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)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1657 lb uplift at joint 2 and 1657 lb uplift at joint 8. LOAD CASE(S) Standard Tnus Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 A& warning-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE not truss 9JU Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer &J"S Design valid for use only with M[Tek connectors.This design is based only upon parameters shown,and is for an individual building component to be designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the re ponsibillity 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 QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Firs-DItSource Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply J1533148 J 135450 T05 COMMON 1 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:27 2005 Page I -2-0-0 6-5-12 12-5-0 18-4-4 24-10-0 2-0-0 6-5-12 5-114 5-114 6-5-12 Scale 1:46.0 5x8 5 3x6 I- 2x4 2x4 3 4 6 6.00 F1—2 2 7 3x8 10 9 8 3x8 4x6 3x6 4x6 8-5-8 16-4-8 24-1 0-0_ 8-5-8 7-11-1 8-&8 Plate Offsets(X,Y): [2:0-0-10,Edge], [7:0-0-10,Edge] LOADING (pso SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.49 Vert(LL) 0.06 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BIC 0.39 Vert(TL) 0.11 1 n/r 90 BCLL 10.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 114 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 6-0-0 oc purlins. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 7=292/24-10-0,2=421/24-10-0, 10=729/24-10-0,8=756/24-10-0 Max Horz 2=249(load case 5) Max Uplift 7=-276(load case 6),2=-493(load case 5), 1 0=-715(load case 5), 8=-743(load case 6) Max Grav 7=295(load case 10),2=425(load case 9), 1 0=729(load case 1),8=756(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/48, 2-3=-191/184, 3-4=0/134,4-5=0/158, 5-6=0/158,6-7=-175/179 BOTCHORD 2-1 0=-80/114, 9-1 0=0/272, 8-9=0/272, 7-8=0/1 17 WEBS 3-10=-350/707, 5-10=-221/268, 5-8=-224/276,6-8=-364/745 JOINT STRESS INDEX 2=0.79, 3=0.41,4=0.83, 5=0.69, 6=0.41,7=0.79,8=0.29, 9=0.16 and 10=0.29 NOTES Truss Design Engineer:Lamence A.Paine,PE 1) Unbalanced roof live loads have been considered for this design. Florida PE No.21475 2) Wind:ASCE 7-02; 120mph(3-second gust); h=28ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; ff4roers FirstSource-Florida,LLC C;partially; MWFRS gable end zone and C-C Exterior(2)zone; porch left and right exposed; 6550 Roosevelt Blvd.Jacksonville,FL 32244 Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces, CoRW&8 Wa5§_tor reactions specified. October 27,2005 K REFERENCE PAGE Mll-7473 BEFORE USE Design valid for use only with MiTak connectom.This design is based only upon parameters shown and is for an individual building component to be Installed and loaded vertically, Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss I designer.Bracing shown is for ateral 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 OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 FirstSource Job Truss Truss Type Qty Ply J1533148 J135450 T05 COMMON 1 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:27 2005 Page 2 NOTES 3) Gable requires continuous bottom chord bearing. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 276 lb uplift at joint 7,493 lb uplift at joint 2,715 lb uplift at joint 10 and 743 lb uplift at joint 8. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida6 LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 I A& Warning-Verify design perametem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 101111-7473 BEFORE USE Design valid for use only with MlTek connectors.This design is based only upon parameters shown,and is for an individual building component to be not truss Inst lied and loaded vertically. Applicability of design peramenters and proper incorporation of component is responsibility of building designer a ImAW"s designer,Bracing shown is for lateml support of individual web members only.Additional temporary bracing to insure stability during construction is the i responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance -1-Source -88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST MFiml Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply J135450 T06 COMMON 2 1 J1533149 Job Reference(optional) Bu ilders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:27 2005 Page 1 1 -2-0-0 6-5-12 12-5-0 18-4-4 24-10-0 2-0-0 6-5-12 5-11-4 5-11-4 6-5-12 Scale 1:46.0 4x10 5 4x6 2x4 4 2x4 3 6 6.0 0 FI-2 Simpson HTU26 2 7 3x8 10 9 8 3x8 Zz 3x6 3x6 3x6 8-5-8 16-4-8 24-10-0 B-5-8 7-11-1 8-5-8 Plate Offsets(X,Y): [2:0-0-10,Edge], [4:0-3-0,Edge], [7:0-0-10,Edge]. LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.69 Vert(LL) 0.22 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.30 7-8 >976 180 BCLL 10.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.05 7 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 114 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 4-1-7 oc purlins. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 4-6-14 oc bracing. REACTIONS (lb/size) 7=1026/Mechanical,2=1156/0-3-8 Max Horz 2=249(load case 5) Max Uplift 7=-937(load case 6), 2=-1 169(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/49,2-3=-1 754/1872,3-4=-1 570/1809,4-5=-1 559/1831,5-6=-1 593/1892, 6-7=-1764/1937 BOTCHORD 2-10=-1477/1497,9-10=-808/1018,8-9=-808/1018,7-8=-1552/1526 WEBS 3-1 0=-316/658, 5-1 0=-589/616, 5-8=-685/650,6-8=-334/703 JOINT STRESS INDEX 2=0.92, 3=0.40,4=0.94, 5=0.62, 6=0.40,7=0.92,8=0.48,9=0.37 and 10=0.48 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02; 120mph(3-second gust); h=28ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; ff*s Design Engineer Lawrence A.Paine,PE C; partially; MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip Florida PE No.21475 DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reacticiftilders FirstSource-Flori4 LLC specified. 6550 Roosevelt Blvd.Jacksonville,Fl,32244 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi October 27,2005 Continued on page 2 -7473 BEFORE USE EK REFERENCE PAGE N11I milk a Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 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 QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 i Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofdo Drive,Madison,WI 53719 FrstSource Job Truss russ Type Qty Ply J1533149 J135450 T06 COMMON 2 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:27 2005 Page 2 NOTES 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 937 lb uplift at joint 7 and 1169 lb uplift at joint 2. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.2147.5 BOA rs FirstSoune-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 to be Inst lied and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not tr-uss a WHOM designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the 1 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 OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 FirstSource 1: Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply J135450 T07 HIP 1 2 Job Reference(optional) J1533150 Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek'Industries, Inc. Wed Oct 26 09:10:28 2005 Page 1 27-10-15 2-0-0 5-0-0 17-6-0 24-10-12 21-10-15 10-1-4 1 .30-0-0 35-G-0 37-0-0 2-0-0 5.0-0 5-1-4 7-4-12 7-4-12 1-0-3 2-0-0 2-1-1 5-0-0 2Z�Ve 1:66.5 700 5x8 7x14 TNHz� 2x4 11 3x1 2 MT1 8H 2x4 11 7x14 T20HL 6.00 F12 0x411 3 4 5 6 7 iiB 2 9 c� LE L c? 3x6 17 16 15 14 13 12 20 21 11 54 2x4 11 5x8 5x6 2x4 11 5x6 6x8 2x4 I I 5-0-0 10-1-4 17-6-0 24-10-12 29-11-11 3PP-0 35-0-0 5-0-0 5-1-4 7-4-12 7-4-12 5-0-15 0-0-5 5-0-0 Plate Offsets(X,Y): [2:0-2-12,0-1-81, [8:0-6-3,Edge], [9:0-3-0,0-2-91 LOADING (pso SPACING 2-0-0 CS1 DEFL in (loc) I/defI L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(I-L) 0.76 12-14 >548 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.71 12-14 >590 180 MT20H 187/143 BCLL 10.0 Rep Stress Incr NO W13 0.68 Hor-z(TL) -0.11 9 n/a n/a MT18H 244/190 BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 391 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 6 SYP No.1 D 4-0-1 oc purlins. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 5-10-6 oc bracing. REACTIONS (lb/size) 2=2084/0-3-8,9=3026/0-3-8 Max Horz 2=126(load case 4) Max Uplift 2=-2010(load case 4), 9=-3372(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/52,2-3=-3928/3954, 3-4=-6193/6532,4-5=-6193/6532, 5-6=-9129/10118, 6-7=-9129/10118, 7-18=-9129/10118, 18-19=-9129/10118, 8-19=-9129/10118, 8-9=-6038/6876, 9-10=0/52 BOTCHORD 2-17=-3431/3446, 16-17=-3432/3456, 15-16=-9188/8736, 14-15=-9188/8736, 13-14=-9188/8736, 12-13=-9188/8736, 12-20=-6030/5357,20-21=-6030/5357, 11-21=-6030/5357,9-11=-6009/5334 WEBS 3-17=-1 9/174,3-16=-3340/3083,4-16=-344/577, 5-16=-2711/3047,5--14=-1 1/28A7"Design Engineer:Lawrence A.Paine,PE r 5-12=-1 117/449,7-12=-371/703, 8-12=-4393/4232,8-11=-347/386 rida PE No.21475 Builders FirstSo=e-Florida,LLC JOINT STRESS INDEX 6550 Roosevelt Blvd.Jarksonville,FL 32244 2=0.76, 3=0.88,4=0.33, 5=0.59, 6=0.87, 7=0.33, 8=0.95,9=0.88, 11 =0.33, 12 0.89, 13 0.97, 14=0.33, 15 0.91, 16=0.86 and 17=0.33 Continued on page 2 October 27,2005 K REFERENCE PAGE fill BEFORE USE Design valid for use only with M[Tek connectors.This design is based only upon parameters shown,and is for an individual building component to be 0 Instal ad and loaded vertically.Applicability of design paramen ers and proper incorporation of component is responsibility of building designer- I �-Ows designer.Bracing shown is for lateral support of individual web not truss I r m members only. Additional temporary bracing to insure stability during construction is the LMN& ponsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance garding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 First,-Source Job Truss russ Type Qty Ply J1533150 J 135450 T07 HIP 1 2 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:28 2005 Page 2 NOTES 1) 2-ply truss to be connected together with 0.131"xY 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 6-2 rows at 0-9-0 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=28ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C;partially; MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 5) Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2010 lb uplift at joint 2 and 3372 lb uplift at joint 9. Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plo Vert: 1-3=-54, 3-8=-54, 8-10=-54, 2-9=-30 Concentrated Loads(1b) Vert:8=-1 71(F) 12=-1473(F) 11=-1 32(F) 18=-48(F) 19=-48(F)20=-42(F)21=-42(F) Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 �AL warning Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111111-7473 BEFORE USE spok Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be Imrs i Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss mid& designer.Bracing shown 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 re -88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 OFrstSource garding fabrication,quality control,storage,delivery,erection and bracing,consult OST Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,Wl 53719 Job Truss Truss Type Qty Ply J135450 T08 HIP 1 1 J1533151 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:28 2005 Page I -2-0-0 7-0-0 14-0-0 21-0-0 28-G-0 35-0-0 37- 2-0-0 7-0-0 7-0.0 7-0-0 7-0-0 7-0-0 2-0-0 Scale 1:66.5 7x14 MT20H 3x6 7x14 MT20H Z� M WO MT20H= 6.0 0 ri-2 3 4 5 6 7 c? A 2 9 5x6 14 13 12 10 5x6 3x6 3x1 0 MT20H 3x6 3x1 0 MT20H 3x6 7-0-0 17-6-0 28-0-0 35-0-0 7-0-0 1 0-M 1 0-15�0 7-0-0 Plate Offsets(X,Y): [2:0-1-10,Edgel,_13:0-6-3,Edge], [7:0-6-3,Edgel,18:0-1-10,Edge] LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.55 12 >763 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.94 Vert(TL) -0.74 10-12 >565 180 MT20H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.17 8 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) I Weight: 160 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 3-0-5 oc purlins. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-10 REACTIONS (lb/size) 2=1577/0-3-8,8=1577/0-3-8 Max Horz 2=146(load case 5) Max Uplift 2=-1 415(load case 5),8=-1 415(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/49,2-3=-2714/2665,3-4=-2374/2566,4-5=-3558/3666,5-6=-3558/3666, 6-7=-2374/2565,7-8=-2714/2665, 8-9=0/49 BOTCHORD 2-14=-2033/2341, 13-14=-3191/3399, 12-13=-3191/3399, 11-12=-3191/3399, 10-1 1=-319113399,8-10=-2033/2341 WEBS 3-14=-574/849,4-14=-1245/1365,4-12=0/256,6-12=0/256,6-10=-1245/1365, T—s Design Engineer:Lawrence A.Paine,PE 7-1 0=-574/849 Florida PE No.21475 Bailders FirstSource-Florida,LLC JOINT STRESS INDEX 6550 Roosevelt Blvd.Jacksonville,FL 32244 2=0.68, 3=0.96,4=0.60, 5=0.90, 6=0.60,7=0.96,8=0.68, 10=0.60, 11 =0.95, 12 0.35, 13 0.95 and 14=0.60 NOTES 1) Unbalanced roof live loads have been considered for this design. Continued on page 2 October 27,2005 Warning-Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NIII-7473 BEFORE USE Now &it a Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be a Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only,Additional temporary bracing to insure stability during construction is the WOOL" responsibillity of the erector,Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding H I fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIS-91 --l'ource and]ng Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply J1533151 J135450 T08 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:28 2005 Page 2 NOTES 2)Wind:ASCE 7-02; 120mph (3-second gust); h=28ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11; Exp C; partially; MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.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)All plates are MT20 plates unless otherwise indicated. 5) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1415 lb uplift at joint 2 and 1415 lb uplift at joint 8. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE norida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 Wonning-Veedy design Parameters end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-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 to be MLXw Bit Install -not truss &rS ad and loaded vertically.Applicability of desig�paramenters and proper incorporation of component is responsibility of building designer designer.Bracing shown 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 QST-88 Quality Standard,DSB-69 Bracing Specification,and HIB-91 FirstSource Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,VVI 53719 Job Truss russ Type Qtv Ply J135450 T09 HIP 1 1 J1533152 Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:29 2005 Page 1 -2-0-0 4-9-4 94)-0 1 14-8-0 20-4-0 1 26-0-0 30-2-12 35-G-0 37:qjg_� 2-0-0 4-9-4 4-2-12 5-8-0 5-8-0 5-8-0 4-2-12 4-9-4 2-0-0 Scale 1:66.5 5X8 3x6 W 4x6 5x8�z 6.00 F11-2 2x4-1 >2x4 3 9 �2 Flag 10 5X6 16 15 14 13 12 5x6 3x8 W 3x6 3x6 3xB 9-0-0 17-6-0 26-0-0 35-0-0 9-0-0 8-6-0 8-6-0 9-0-0 Plate Offsets(X,Y): [2:0-1-10,Edge],[6:0-3-0,Edgel, [10:0-1-10,Edge] LOADING (psD SPACING 2-0-0 CS1 DEFL in (loc) I/defI L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.72 Vert(LL) 0.39 14 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.44 12-14 >952 180 BCLL 10.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.14 10 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 177 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 3-7-6 oc purlins. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 4-0-1 oc bracing. REACTIONS (lb/size) 2=1577/0-3-8, 10=1577/0-3-8 Max Horz 2=169(load case 5) Max Uplift 2=-1448(load case 5), 10=-1448(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/49, 2-3=-2671/2802, 3-4=-2450/2551,4-5=-2173/2422,5-6=-2761/3008, 6-7=-2761/3008, 7-8=-2173/2422, 8-9=-2450/2551,9-1 0=-2671/2802, 10-11=0/49 BOTCHORD 2-16=-2195/2331, 15-16=-2404/2687, 14-15=-2404/2687, 13-14=-2404/2687, 12-13=-2404/2687, 10-12=-2195/2331 WEBS 3-16=-210/460,4-16=-639/793, 5-16=-745/833,5-14=-1 3/188, 7-14=-1 3/188, 7-12=-745/832, 8-12=-639/793,9-12=-210/460 JOINT STRESS INDEX 2=0.71, 3=0.33,4=0.93,5=0.42, 6=0.87,7=0.42, 8=0.93,9=0.33, 10=0.71, 12 0.61, 13 0.97, 14 0.42, 15 0.97 and 16=0.61 Truss Design Engineer:Lawrence A.Paine,PE NOTES Florida PE No.21475 1) Unbalanced roof live loads have been considered for this design. Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 Continued on page 2 October 27,2005 K REFERENCE PAGE 111111-7473 BEFORE USE �lilw oft Noll 2 Design valid for use only with MiTek connectors.This design is based only upon parameters shown and is for an individual building component to be Installed and loaded vertically.Appli bility of design paramenters and pmper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for late=support of individual web members only.Additional temporary bracing to insure stability during construction is the IJU s i respon ibillity at 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 OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 --LSource Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,W1 53719 Fiml! o!M Job Truss russ Type Qty Ply J1533152 J135450 T09 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:29 2005 Page 2 NOTES 2)Wind:ASCE 7-02; 120mph(3-second gust); h=28ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11; Exp C; partially; MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.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)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1448 lb uplift at joint 2 and 1448 lb uplift at joint 10. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 A& Warning-Vertfy doslign Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIS-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 to be 'akrs I Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss ouil& I designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the I 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 OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 FirstSource I Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,Wl 53719 Job Truss Truss Type Qty Ply J135450 T10 HIP 1 1 :7 Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 26 09:10:29 2005 Page 1 �_�o 5-0-4 2-M 5-94 5-2-12 6-6-0 6-6-0 5-2-12 5-9-4 2-0-0 Scale 11:66.5 5x10 MT2011:-� WO MT20H zz 3x8 4 5 6 6.00 F1_2 2x4-Z�- 2x4 3 7 2 8 01 5x6 14 13 12 11 10 5x6 zz 4x6 2x4 I I 3x8 3x8 4x6 11-0-0 11-0-0 6-6-0 6-6-0 11-0-0 Plate Offsets(X,Y): 12:0-3-12,Edge], [8:0-3-12,Edge) LOADING (ps� SPACING 2-0-0 CS1 DEFL in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.77 Vert(LL) -0.39 2-14 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.66 2-14 >629 180 MT20H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.13 8 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight: 180 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 3-4-6 oc purlins. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 4-2-13 oc bracing. WEBS 1 Row at midpt 5-14, 5-10 REACTIONS (lb/size) 2=1577/0-3-8,8=1577/0-3-8 Max Horz 2=192(load case 5) Max Uplift 2=-1 478(load case 5),8=-1478(load case 6) FORCES (1b)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/49,2-3=-2615/2810,3-4=-2306/2450,4-5=-2021/2345,5-6=-2021/2345, 6-7=-2306/2450, 7-8=-2615/2810, 8-9=0/49 BOTCHORD 2-14=-2189/2287, 13-14=-1947/2289, 12-13=-1947/2289, 11-12=-194712289, 10-11=-1947/2289,8-10=-218812287 WEBS 3-14=-324t651,4-14=-5151687, 5-14=-469/530,5-12=0/110, 5-10=-469/530, Truss Design Erigimer:Lwvrence A.Pairke,PE 6-10=-515/687, 7-10=-324/651 Florida PE No.21475 Builders FirstSource-Flori4 LLC JOINT STRESS INDEX 6550 Roosevelt Blvd.Jacksonville,FL 32244 2=0.85, 3=0.35,4=0.75,5=0.56,6=0.75,7=0.35,8=0.85, 10=0.56, 11 =0.92, 12 0.33, 13=0.92 and 14=0.56 NOTES 1) Unbalanced roof live loads have been considered for this design. October 27,2005 Continued on page 2 Warning-Verity design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE Mll-7473 BEFORE USE �oft Nib a Design valid for use only.ith MfTsk conhectors.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss 1 designer.Bracing shown is for lateral support of individual web members only-Additional temporary bracing to insure stability during construction is the responsibillity of the a ctor.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance -88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 quality control,storage,delivery,erection and bracing,consult QST S t garding fabrication, Fir,--,,Source Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply J1533153 J135450 T10 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:29 2005 Page 2 NOTES 2)Wind:ASCE 7-02; 120mph (3-second gust); h=28ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C; partially; MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.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) All plates are MT20 plates unless otherwise indicated. 5)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1478 lb uplift at joint 2 and 1478 lb uplift at joint 8. LOAD CASE(S) Standard Truss Design Engimer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 A& Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE al a Desig valid for use only with MiTek connectors,This design is based only upon parameters shown,and is for an individual building component to be IN in Instal d and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss BUNK". a designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the r:sonsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer,For general guidance r P FirstSource garding fabrication,quality control,storage,delivery,erection and bracing,consult OST-86 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,VVI 53719 Job Truss Truss Type Qty Ply J1533154 J135450 T11 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:30 2005 Page 1 2-0-0 1 6-9-4 13.0-0 17.6-0 22-0-0 28-2-12 35-0-0 37-0-0_� 2-0-0 6-9-4 &-2-12 4-6-0 4-6-0 6-2-12 6-9-4 2-0-0 Scale 1:66.5 5x10 MT2011:�� 5x10 MT20H z� 3x6 4 5 6 RR 6.00 Fj_2 6x8 6x8 3 7 2 8 9 4x6 4X6:Z� 15 14 13 12 11 10 2x4 3x6 3x8 2x4 I I 3x8 3x6 6-9-4 13-0-0 22-0-0 28-2-12 35-G-0 6-9.4 6-2-12 9-0-0 &2-12 15-9-4 Plate Offsets(X,Y): [2:0-3-4,0-0-11], [3:0-4-0,Edge], [7:0-4-0,Edge], [8:0-3-4,0-0-11 LOADING (pso SPACING 2-0-0 CS1 DEFIL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.81 Vert(LL) 0.29 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.45 12-13 >924 180 MT20H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.13 8 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 187 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 3-6-4 oc purlins. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 4-3-7 oc bracing. REACTIONS (lb/size) 2=1577/0-3-8,8=1577/0-3-8 Max Horz 2=-215(load case 6) Max Uplift 2=-1504(load case 5), 8=-1504(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/49,2-3=-2692/2768, 3-4=-2114/2341,4-5=-1833/2251,5-6=-1833/2251, 6-7=-2114/2341,7-8=-2692/2768,8-9=0/49 BOTCHORD 2-15=-2134/2324, 14-15=-2134/2324, 13-14=-213412324, 12-13=-1 521/1898, 11-12=-2134/2324, 10-11=-2134/2324,8-10=-2134/2324 WEBS 3-15=0/1 94, 3-13=-578/819,4-13=-490/606,5-13=-255/318, 5-12=-255/318, 6-12=-490/606, 7-12=-578/819,7-1 0=0/1 94 JOINT STRESS INDEX 2=0.85, 3=0.90,4=0.72, 5=0.41, 6=0.72,7=0.90,8=0.85, 10=0.33, 11 =0.86, 12 0.59, 13 0.59, 14 0.86 and 15=0.33 Truss Design Engineer:Lawrence A.Paine,PE NOTES Florida PE No.21475 1) Unbalanced roof live loads have been considered for this design. Builders FirstSource-Florik LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 Continued on page 2 October 27,2005 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE P GENIII-7473 BEFORE USE oil a Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be Insta ad and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss ig des ner.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the Mponsibillity 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 OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofdo Drive,Madison,WI 53719 FirstSource Job Truss Truss Type Qty Ply J1533154 J135450 T11 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:30 2005 Page 2 NOTES 2) Wind:ASCE 7-02; 120mph (3-second gust); h=28ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C; partially; IVIWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.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)All plates are MT20 plates unless otherwise indicated. 5) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1504 lb uplift at joint 2 and 1504 lb uplift at joint 8. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 50d rs FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 A Waming-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1111111-7473 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 to be not truss Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer des Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the igner 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 QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 FirstSource �i Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofdo Drive,Madison,VVI 53719 Job Truss Truss Type Qty Ply J135450 T12 HIP 2 1 J1533155 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:30 2005 Page 1 54-5 10-2-2 15-0-0 20-0-0 1 24-9-14 29-7-11 37-Q 1 35-0-0 2-0-0 5-4-5 4-9-14 4-9-14 5-0-0 4-9-14 4-9-14 5-4-5 2-0-0 Scale 1:66.5 5X8 7::� 5X8 z� 6 7 2x-4 III 9x4 11 2x4 4x6 5 8 4x6-- 6.00 F1-2 4 9 2x4 I- 3 10 I 21i 5x6 17 16 15 14 13 5x6 3x8= 3x6— 3x6 3x6 3x8 10-2-2 17-6-0 24-9-14 35-0-0 10-2-2 7-3-14 7-3-14 10-2-2 Plate Offsets(X,Y): [2:0-1-10,Edge], L4:0-3-0,Edgel, [9:0-3-0,Edge], [11:0-1-10,Edge] LOADING (ps� SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.30 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.50 11-13 >837 180 BCLL 10.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.11 11 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 3-6-0 oc purlins. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 4-2-0 oc bracing. WEBS 1 Row at midpt 6-17, 7-13 REACTIONS (lb/size) 2=1577/0-3-8, 11=1577/0-3-8 Max Horz 2=-238(load case 6) Max Uplift 2=-1 528(load case 5), 1 1=-1 528(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/49,2-3=-2646/2875, 3-4=-2367/2548,4-5=-2303/2561,5-6=-2360/2860, 6-7=-1663/2140,7-8=-2359/2860, 8-9=-2302/2561,9-10=-2367/2548, 10-11=-2646/2875, 11-12=0/49 BOTCHORD 2-17=-2254/2314, 16-17=-1210/1632, 15-16=-1210/1632, 14-15=-1210/1633, 13-14=-1210/1633, 11-13=-2254/2314 WEBS 3-17=-296/581, 5-17=-252/628,6-17=-985/795,6-15=-95/238,7-15=-94/239, Truss Design Engineer:Lawrence A.Paine,PE 7-13=-985/793, 8-13=-252/628, 10-13=-296/581 Florida PE No.21475 Builders FirstSaurce-Florida,LLC JOINT STRESS INDEX 6550 Roosevelt Blvd.Jacksonville,FL 32244 2=0.73, 3=0.33,4=0.90,5=0.33, 6=0.68,7=0.68,8=0.33,9=0.90, 10=0.33, 11 0.73, 13=0.81, 14=0.59, 15 0.42, 16=0.59 and 17=0.81 NOTES 1) Unbalanced roof live loads have been considered for this design. October 27,2005 Continued on page 2 A Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111111-7473 BEFORE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shom,and is for an individual building component to be '*a a Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing sho%vn is for lateral support of individual veb 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 xxxonersI, i regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB�89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofro Drive,Madison,WI 53719 10FirstSource Job Truss russ Type Qty Ply J1533155 J135450 T12 HIP 2 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:30 2005 Page 2 NOTES 2) Wind:ASCE 7-02; 120mph(3-second gust); h=28ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C; partially; MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.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) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1528 lb uplift at joint 2 and 1528 lb uplift at joint 11. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 A Warning-Verify design pararnetem end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE Moak all a i Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be IS I Insta ad and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss oullcem 1 designer.Bracing shown is for lateral support of individual welb members only. Additional temporary bracing to insure stability during construction is the I res ponsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance m rding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 9 OFrstSource Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply J1533156 J135450 T13 HIP 2 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:31 2005 Page 1 -2-0.0 6-0-5 11-6-2 17-0-0 B-G-? 23-5-14 28-11-11 35-0-0 37-0-9-� 2-0-0 6-0-5 5-5-14 5-5-14 1-0-0 5-5-14 5-5-14 6-0-5 2-0-0 Scale 1:66.5 5x8 2z: 5x8�� 6 7 8 2 2x4 2x4 x4 6.00[F-1-2 4 9 3 10 2 11 1 DE 1210i 4x6 18 17 16 15 14 13 4x6 z� B-94 17-0-0 8-0-? 26-2-12 35-0-0 8-9-4 8-2-12 1-0-0 8-2-12 B-9-4 Plate Offsets(X,Y): [2:0-3-4,0-0-111, [11:0-3-4,0-0-11 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.30 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.37 16-18 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.12 11 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 195 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 3-7-4 oc purlins. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 4-2-3 oc bracing. REACTIONS (lb/size) 2=1577/0-3-8, 11=1577/0-3-8 Max Horz 2=-261(load case 6) Max Uplift 2=-1547(load case 5), ll=-1547(load case6) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/49, 2-3=-2672/2864, 3-4=-2453/2696,4-5=-2384/2715,5-6=-1728/2130, 6-7=-1493/2046,7-8=-1728/2130, 8-9=-2384/2715,9-10=-2453/2696, 10-1 1=-2672/2864, 11-12=0/49 BOTCHORD 2-18=-2233/2315, 17-18=-1646/1913, 16-17=-1646/1913, 15-16=-1006/1493, 14-15=-1646/1913, 13-14=-1646/1913, 11-13=-2233M15 WEBS 3-18=-268/597, 5-18=-411/528, 5-16=-637/934,6-16=-648/572, 7-15=-648/572,Tnus Design Engineer:Lawrence A.Paine,PE 8-15=-637/934, 8-13=-411/528, 10-13=-268/597 Florida,PE No.21475 Ebild rs FirstSotarce-Florida,LLC JOINT STRESS INDEX 6550 Roosevelt Blvd.Jacksonville,FL 32244 2=0.85,3=0.35,4=0.90, 5=0.54,6=0.85,7=0.85,8=0.54,9=0.90, 10=0.35, 11 0.85, 13 0.45, 14=0.77, 15 0.45, 16=0.45, 17=0.77 and 18=0.45 NOTES 1) Unbalanced roof live loads have been considered for this design. Continued on page 2 October 27,2005 Warning-Verify design parametors;and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NIII-7473 BEFORE USE Design valid for use only with MiTek connectom.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss signs.Bmcing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the ou de r responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance i regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofdo Drive,Madison,WI 53719 FirstSource Job Truss Truss Type Qty Ply ru J135450 T13 H 7,Ps s 2 1 Job Reference(optional) J 1533156 Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:31 2005 Page 2 NOTES 2) Wind:ASCE 7-02; 120mph(3-second gust); h=28ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C; partially; IVIWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.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) All plates are 3x6 MT20 unless otherwise indicated. 5) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1547 lb uplift at joint 2 and 1547 lb uplift at joint 11. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSaurce-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 A'& Warning-Verify d..ion parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1111111-7473 BEFORE USE NONE, ON It In 110M Design valid for use only with MiTekconnectors.This design isbasedonlyupon parameters shown,and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss i designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the i re ponsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance s regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,Wl 53719 IoFirstSource Job T uss russ ype Qty Ply J1533157 J135450 T14 COMMON 8 1 Job Reference(optional) Builders First Source,JacksonvilW,-Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:31 2005 Page 1 -0-0 6-2-5 11-10-2 1 17-6-0 1 23-1-14 28-9-11 35-0-0 37-0-0 2-0-0 6-2-5 5-7-14 5-7-14 5-7-14 5-7-14 6-2-5 2-0-0 Scale 1:65.4 5x8 6 3x6 3x6-- WO MT20H 5 7 300 MT20H 6.00 F1-2 2x4 4 2x4 3 9 10 2 11 4x6 16 15 14 13 12 4x6 Z� 3x6 M 3x8 3x6 3x6 9-0-4 17-&0 25-11-12 35-0-0 9-0-4 8-5-12 8-5-12 9-0-4 Plate Offsets(X,Y): [2:0-3-0,0-0-11],[10:0-3-0,0-0-11] LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.77 Vert(LL) 0.31 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.37 14-16 >999 180 MT20H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.12 10 n/a n/a BCDL 5.0 Code FBC2004fTP12002 (Matrix) Weight: 184 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 3-7-2 oc purlins. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 4-2-4 oc bracing. WEBS 1 Row at midpt 5-14, 6-14,7-14 REACTIONS (lb/size) 2=1577/0-3-8, 10=1577/0-3-8 Max Horz 2=-266(load case 6) Max Uplift 2=-1552(load case 5), 10=-1552(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/49,2-3=-2649/2867, 3-4=-2435/2697,4-5=-2363/2709,5-6=-1699/2114, 6-7=-1 699/2114,7-8=-2363/2709,8-9=-2435/2697,9-1 0=-2649/2867, 10-11=0/49 BOTCHORD 2-16=-2233/2307, 15-16=-1 614/1886, 14-15=-1 614/1886, 13-14=-1 614/1886, 12-13=-1614/1886, 10-12=-2233/2307 WEBS 3-16=-284/626, 5-16=-436/533, 5-14=-635/942,6-14=-1 324/1145,7-14=-635/942ros Design Engineer:Lawrence A.Pabae,PE 7-12=-436/533, 9-12=-284/626 Florida PE No.21475 blild rs FirstSource-Florida,LLC JOINT STRESS INDEX 6550 Roosevelt Blvd.Jacksonville,FL 32244 2=0.85, 3=0.36,4=0.81,5=0.55,6=0.74,7=0.55,8=0.81,9 0.36, 10 0.85, 12 0.45, 13 0.73, 14 0.71, 15 0.73 and 16=0.45 NOTES 1) Unbalanced roof live loads have been considered for this design. October 27,2005 Continued on page 2 Wairning-Wrify d*sign Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 to be not truss Instal oBullclm ad and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer designer.Bracing shown 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 FrStSource regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply J1533157 J135450 T14 COMMON 8 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 26 09:10:31 2005 Page 2 NOTES 2)Wind-.ASCE 7-02; 120mph(3-second gust); h=28ft;TCDL=4.2psf;BCDL=3.Opsf; Category 11; Exp C; partially; MWFRS gable end zone and G-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)All plates are MT20 plates unless otherwise indicated. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1552 lb uplift at joint 2 and 1552 lb uplift at joint 10. LOAD CASE(S) Standard Trims Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Build rs FirstSource-Florida,LLC 6550 Roosevelt Blv&Jacksonville,FL 32244 October 27,2005 Warning Verity design Parameters and READ NOTES ON T"IS AND INCLUDED MITEK REFERENCE PAGE NIII-7473 BEFORE USE Design Valid for Use Only With MiTel,connectors.This design is based only upon par-ameters shown,and is for an individual building component to be Installed and loaded vertically, Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss ou designer.Bracing shown 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 re -89 Bracing Specification,and HIB-91 garding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB L��mm�andation ava�ilab)efrom Truss�Plate Institute,583 D'�OnofHo Drive,Madison,Wl 53719 FirstSource Job Truss Truss Type Qty Ply J135450 T15 HIP 1 J1533158 2�Job Reference(optional) Builders First Source,Jacksonville Porida 32244 6.200 a Jul 13 2005 MiTek Industries,Inc. Thu Oct 27 10:15:33 2005 Page 1 2-1-0 7-0-0 9-8-4 1 14-11-12 20-0-4 25-3-12 28-0-0 1 35-0-0 37-0 2-0-0 7-0-0 2-8-4 5-3-8 5-0-8 5-3-8 2-8-4 7-0-0 2-0-0 Scale 1:66.5 5)14::� I �2x4 11 5; 3; 2x4 11 6x8 5 1 6 z� 6.00[1-2 1 4 7 8 10 LV 3x6 19 2518 26 17 27 16 28 29 15 14 1330 12 2x4 11 3x8 4x6 2x4 10A2 4x6 3x8 11 3x6 7-0-0 9-8-4 1 14-11-12 20-0-4 25-3-12 28-0-0 35-0-0 7-0-0 2-8-4 5-3-8 5-0-8 5-3-8 2-8-4 7-0-0 LOADING(psf) SPACING 2-0-0 cSI DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.54 Vert(LL) 0.1012-13 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.32 Vert(TL) -0.0912-13 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.89 Horz(TL) -0.03 10 n/a n/a BCDL 5.0 Code FBC2004rrPI2002 (Matrix) Weight:417 lb LUMBER BRACING TOPCHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins. [P] BOTCHORD 2 X 6 SYP NoAD BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1385/0-3-8,15=5752/0-3-8,10=1771/0-3-8 Max Horz2=149(load case 4) Max Uplift2=-1780(load case 4),15=-6851(load case 3),10=-2303(ioad case 5) Max Grav2=11 390(load case 6),15=5752(load case 1),1 0=1 783(load case 7) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/52,2-3=-2283/2829,3-20=-1 831/2434,4-20=-1 831/2433,4-21=-1 831/2434,21-22=-1 831/2434,5-22=-1 831/2434 ,5-6=-2300/1985,6-23=-2300/1985,7-23=-2300/1985,7-8=-2300/1985,8-24=-2794/3519,9-24=-2795/3520, 9-1 0=-3182/3748,10-11=0/52 BOTCHORD 2-19=-2367/1961,19-25=-2390/1986,18-25=-2390/1986,18-26=-551/505,17-26=-5511505,17-27=-551/505, 16-27=-551/505,16-28=-551/505,28-29=-551/505,15-29=-551/505,14-15=-2874/2731,13-14=-2874/2731, 13-30=-2874/2731,12-30=-2874/2731,10-12=-3148/2763 WEBS 3-19=-565/604,3-18=-259/429,4-18=-457/903,5-18=-2012/1595,5-16=0/241,5-15=-2999/3722,7-15=-468/841, 8-15=-5602/6466,8-13=-2767/2807,8-12=-612/122,9-12=-637/811 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 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-I row at 0-9-0 oc,Except member 8-13 2 X 4-1 row at 0-4-0 oc. 2)Ali 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=28ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;porch right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide adequate drainage to prevent water poncling. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspectionTrws Design Engineer:Lawrence A.Paine,PE 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1780 lb uplift at joint 2,6851 lff1q*iffaePE No.21475 joint 15 and 2303 lb uplift at joint 10. Buikers FirstSciume-Flori4 LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 Continued on page 2 Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE Design valid for use only with MiTel,connectors.This design is based only upon parameters shown and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 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 QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-9 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofro Drive,Madison,At 53719 MFirs-tSource Job Truss Truss Type oty Ply J7�158 J135450 T15 HIP 2 �Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 e Jul 13 2005 MiTek Industries,Inc. Thu Oct 27 10:15:33 2005 Page 2 Loading has been calculated by the truss manufacturer. It is the responsibility of the Arch itect/E ng i neer of Record to verify and approve the loading. LOAD CASE(S) Standard 1)Regular:Lumber lncrease=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-9=-54,9-11=-54,2-1 0=-30 Concentrated Loads(lb) Vert:3=-308(B)6=-1 1 O(B)9=-308(B)19=433(B)5=-1 10(B)16=-72(B)13=-3000(F)12=433(B)20=-1 1 O(B)21=-1 1 O(B)22=-1 1 O(B)23=-1 1 O(B)24=-1 1 O(B)25=-72(B) 26=-72(B)27=-72(B)28=-72(B)29=-72(B)30=-72(B) Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 AL warning-v*rffy d*sign Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1111-7473 BEFORE USE Design valid for use only with M[Tek connectors.This design is based only upon parameters shown,and is for an individual building component to be i Instal ad and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss desig oulicem ner.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the jbillity respons of the erector, Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance A.e"% regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 MF'r ource SIN Job Truss Truss Typ Qty Ply J1533159 J135450 T17 HIP Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:32 2005 Page 1 -2-0-0 4-9-4 9-0-0 1411-12 2-0-0 4-9-4 4-2-12 5-11-12 5-0-8 5-11-12 4-2-12 444 2-0-0 Scale 1:66.5 5x8 5� 2x4 11 5x14 z�: 3x8 3x6= 4 5 6 7 8 6.00 F11-2 2x4 2X4-5- 3 9 4 2 110 3x8 17 16 15 14 113 12 5x8 zz 3x8 3x6 2x4 I I 7x10 3x6 3x6 9-0-0 14-11-12 20-0-4 26-0-0 35-0-0 9-0-0 5-111-12 5-0-8 5-11-12 9-0-0 Plate Offsets(X,Y): [2:0-8-8,0-0-14L 11 0:0-2-6,Edge] LOADING (psf)I SPACING 2-0-0 CS1 DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.53 Vert(LL) 0.43 10-12 >413 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) 0.37 10-12 >479 180 BCLL 10.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.02 10 n/a n/a BCDL 5.0 1 Code FBC2004/TP12002 (Matrix) Weight: 184 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 5-9-8 oc purlins. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 6-7-0 oc bracing. REACTIONS (lb/size) 2=808/0-3-8, 14=1799/0-3-8, 10=547/0-3-8 Max Horz 2=169(load case 5) Max Uplift 2=-835(load case 5), 14=-1880(foad case 4), 10=-956(load case 6) Max Grav 2=827(load case 9), 14=1799(load case 1), 10=575(load case 10) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/49, 2-3=-1 063/1062,3-4=-812/784,4-5=-684/816, 5-6=-500/615, 6-7=-500/615, 7-8=-501/616,8-9=-263/737,9-1 0=-524/1092, 10-11=0/49 BOTCHORD 2-17=-724/911, 16-17=-81/285, 15-16=-81/285, 14-15=-81/285, 13-14=-180/201, 12-13=-180/201, 10-12=-722/436 WEBS 3-1 7=-260/507,4-1 7=0/1 70,5-1 7=-558/535,5-1 5=011 38,5-14=-1 133/1182, Truss Design Engineer:Lawrence A.Paine,PE 7-14=-316/515,8-14=-957/1629, 8-12=-828/369,9-12=-2801640 Florida PE No.21475 Builders FirstSource-Florida,LLC JOINT STRESS INDEX 6550 Roosevelt Blvd.Jacksonville,Fl.32244 2=0.72, 3=0.33,4=0.59,5=0.88,6=0.29, 7=0.33,8=0.60, 9=0.33, 10 0.60, 12 0.34, 13 0.15, 14 0.27, 15 0.33, 16=0.15 and 17=0.56 NOTES 1) Unbalanced roof live loads have been considered for this design. Continued on page 2 October 27,2005 Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111111-7473 BEFORE USE rpm mail a Design valid for use only with MiTak connectors.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsib Ility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer,For general guidance I regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,W 153719 Firs-A-Source Job Truss Truss Type Qty Ply J135450 T17 HIP 1 1 J1533159 lJob Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MlTek Industries, Inc. Wed Oct 26 09:10:32 2005 Page 2 NOTES 2)Wind:ASCE 7-02; 120mph(3-second gust); h=28ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11; Exp C;partially; MWFRS gable end zone and C-C Exterior(2)zone;porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60.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)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 835 lb uplift at joint 2, 1880 lb uplift at joint 14 and 956 lb uplift at joint 10. LOAD CASE(S) Standard Truss Desigyt Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,Fl.32244 October 27,2005 A& wainning-Verify design pairamotom and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10111-7473 BEFORE USE 1 Design valid for use ody wit)MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsib designer.For general guidance illity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building --'Source ra garding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-69 Bracing Specificzition,and HIB First Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onolno Drive,Madison,Wl 53719 Job Truss Truss Type Qty Ply J1533160 J 135450 T18 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:33 2005 Page 1 -2-0-0 5-9-4 1 11-0-0 17-6-0 24-0-0 1 29-2-12 1 35-0-0 1 37-0-0 2-0-0 1 5-9-4 5-2-12 6-6-0 6-6-0 5-2-12 5-9-4 2-0-0 Scale 1:66.5 5x8 3x6 5X8 4 5 6 6.00 F1_2 2M 2x4 7 3 8 2 9 21- 7r7 3x8 15 14 13 12 11 10 3x.8,= 3x6 3x6 7x10 WO 3x6 3x6 7-9-2 14-11-12 20-0-4 27-2-14 35-0-0 7-9-2 7-2-10 5-0-8 7-2-10 7-9-2 Plate Offsets(X,Y): [2:0-8-4,0-0-10], [8:0-8-4,0-0-10] LOADING (psg SPACING 2-0-0 CS1 DEFIL in (loc) I/defI L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.53 Vert(LL) 0.23 8-10 >789 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) 0.20 8-10 >912 180 BCLL 10.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.01 12 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 180 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 5-11-12 oc purlins. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 8=499/0-3-8, 12=1 882/0-3-8, 2=773/0-3-8 Max Horz 2=192(load case 5) Max Uplift 8=-918(load case 6), 12=-1868(load case 5),2=-81 1(load case 5) Max Grav 8=544(load case 10), 12=1882(load case 1),2=804(load case 9) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/49,2-3=-1 029/902, 3-4=-852/834,4-5=-143/192, 5-6=-565/669,6-7=-289/861 ,7-8=-468/936,8-9=0/49 BOTCHORD 2-15=-637/858, 14-15=-1 94/438, 13-14=-1 94/438, 12-13=-221/771, 11-12=-1 90/426 , 10-11=-190/426, 8-10=-546/360 WEBS 3-15=-262/582,4-15=-493/529,4-13=-548/755,5-13=-583/676, 5-12=-1 084/125"O�uss Design Engineer:Lawrence A.Paine,PE 6-12=-881/1478,6-1 0=1 199/536,7-1 0=-272/628 Florida PE No.21475 Builders FirstSource-Florida,LLC JOINT STRESS INDEX 6550 Roosevelt Blvd.Jacksonville,FL 32244 2=0.76, 3=0.35,4=0.67, 5=0.81, 6=0.67,7=0.35,8=0.76, 10=0.42, 11 =0.47, 12 0.40, 13 0.40, 14 0.47 and 15=0.42 NOTES 1) Unbalanced roof live loads have been considered for this design. October 27,2005 Continued on page 2 Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111111-7473 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 to be not truss Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the ou responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofro Drive,Madison,Wl 53719 -"Source -89 Bracing Specification,and HIB-91 garding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB OFinst Job Truss Truss Type Qty Ply J1533160 J135450 T18 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:33 2005 Page 2 NOTES 2)Wind:ASCE 7-02; 120mph(3-second gust); h=28ft;TCDL=4.2psf;BCDL=3.Opsf; Category 11; Exp C; partially; MWFRS gable end zone and C-C Exterior(2)zone;porch right exposed;Lumber DOL=1.60 plate grip DOL=1.60.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)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 5) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 918 ib uplift at joint 8, 1868 lb uplift at joint 12 and 811 lb uplift at joint 2. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 BuiMers FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 EK REFERENCE PAGE 1111111-7473 BEFORE USE ff d is for an individual building component to be Design valid for use only with MiTek connectors.This design is based only upon parameters shown,an ion of component is responsibility of building designer-not truss Installed and loaded vertically.Applicability of design paramenters and proper incorporat designer,Bracing shown 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 --LSource regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 First vailable from Truss Plate Institute,583 D'Onoffio Drive,Madison,Wl 53719 Handling Installing and Bracing Recommendation a Job Truss Truss Type Qty Ply J1533161 J 135450 T19 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:33 2005 Page 1 2-0-0 6-9-4 13-0-0 17-&0 22-0-0 28-2-12 35-0-0 37-0-0 2-0-0 6-9-4 6-2-12 4-6-0 4-6-0 6-2-12 6-9-4 2-0-0 Scale 1:6&5 5X8 3x6 5x8 5 6 7 7 5x8 5X8 6.0 0 F1-2 5X8 6 00 5-2 4 5X8 3 9 2 10 -A- 3x6 8- 34, 17 16 15 14 13 12 2x4 I I 3x6 6x8 2x4 I I 6x8 3x6 6-9-4 13-0-0 22-0-0 28-2-12 35-0-0 6-9-4 6-2-12 9-0-0 6-2-12 6-9-4 Plate Offsets(X,Y): [2:0-2-12,0-1-8], [4:0-2-0,0-3-01, [8:0-2-0,0-3-0], [10:0-2-12,0-1-8] LOADING (ps� SPACING 2-0-0 CSI DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.62 Vert(LL) -0.11 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.19 14-15 >999 180 BCLL 10.0 Rep Stress Incir YES WB 0.72 Horz(TL) 0.02 14 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 187 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 4 SYP No.2 5-5-7 oc purlins. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2=881/0-3-8, 14=1731/15-1-8, 10=285/15-1-8, 12=262/15-1-8 Max Horz 2=215(load case 5) Max Uplift 2=-944(load case 5), 14=-1432(load case 5), 10=-456(load case 6), 12=-315(load case 6) Max Grav 2=885(load case 9), 14=1 731(load case 1), 1 0=316(load case 10), 12=360(load case 10) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=0/49,2-3=-1205/1255,3-4=-596/768,4-5=-590/792,5-6=-458/855, 6-7=-1 88/473,7-8=-310/587, 8-9=-312/499,9-1 0=-1 12/245, 10-11=0/48 Truss Design Engineer:Lawrence A.Paine,PE BOTCHORD 2-17=-860/1005, 16-17=-860/1005, 15-16=-860/1005, 14-15=0/342, Florida PE No.21475 13-14=-170/339, 12-13=-170/339, 10-12=-170/339 Builders FirstSource-Florida,LLC WEBS 3-15=-613/859, 5-15=-75/209,6-15=-665/710,6-14=-982/1026,7-14=-529/667,65.50 Roosevelt Blvd.Jacksonville,FL 32244 9-14=-362/623, 3-17=0/197,9-12=-154/336 JOINT STRESS INDEX 2=0.68, 3=0.00,4=0.83,5=0.71,6=0.59,7=0.71, 8=0.83,9=0.00, 10=0.68, 12 0.33, 13 0.44, 14=0.30, 15 0.30, 16=0.44 and 17=0.33 Continued on page 2 October 27,2005 i,& Waming-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Il BEFORE USE owak sit Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be or ILS. dicim tall I Ins ad and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer,Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the ou WFir--'Source res ponsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance 'g arding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bmcing Specification,and HIB-91 ndling Instafling and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job russ Truss Type Qty Ply J1533161 J135450 T19 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Wed Oct 26 09:10:34 2005 Page 2 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-02; 120mph (3-second gust); h=28ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C; partially; MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.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) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 944 lb uplift at joint 2, 1432 lb uplift at joint 14,456 lb uplift at joint 10 and 315 lb uplift at joint 12. LOAD CASE(S) Standard Truss Design Engimer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 Warning-Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111111-7473 BEFORE USE Design valid for use only with MiTelk connectors.This design is based only upon parameters shown and is for an individual building component to be as I hi Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss 40UO&Ors I designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the i i responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance 64 regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 FirstSource Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty P y J 1533162 J135450 T20 MONO TRUSS 1 1 Job Reference(optional) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:34 2005 Page 1 5-0-0 2x4 �1 5-0-0 2 Scale 1:14.8 6.00 F12 F-1, 4x6 4 5 3 Simpson HTU26 0�1-12 2-2-12 4-2-12 5-0-0 M G-1-12 2-1-0 2-0-0 0-9-4 Plate Offsets(X,Y): [1:0-2-4,0-2-0] LOADING (ps� SPACING 2-0-0 CS1 DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.07 1-3 >846 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BIC 0.67 Vert(TL) -0.07 1-3 >776 180 BCLL 10.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:27 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Structural wood sheathing directly applied or BOTCHORD 2 X 8 SYP No.1 D 5-0-0 oc purlins. WEBS 2 X 4 SYP No.3 BOTCHORD Rigid ceiling directly applied or 7-1-5 oc bracing. REACTIONS (lb/size) 1=1151/0-3-8, 3=1503/Mechanical Max Horz 1=227(load case 4) Max Uplift 1=-1075(load case 4), 3=-1488(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOPCHORD 1-2=-133/45 BOTCHORD 1-4=0/0,4-5=0/0,3-5=0/0 WEBS 2-3=-127/267 JOINT STRESS INDEX 1 =0.12,2=0.14 and 3=0.08 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=28ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C; partially; MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Truss Design Erigimer:Lawrence A.Paine,PE 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1 ffbrida PE No.21475 lb uplift at joint I and 1488 lb uplift at joint 3. Blild rs FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 Continued on page 2 October 27,2005 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111111-7473 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 to be IN Installed and loaded vertically.Applicability of design pararnenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the Lmn&rs 'ponsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance r regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 11 - -Source Hand ng Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofro Drive,Madison,WI 53719 Fir5l Job Truss Truss T pe aty Ply J1533162 J135450 T20 MONO TRUSS 1 1 Job Reference(optio a]) Builders First Source,Jacksonville Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Oct 26 09:10:34 2005 Page 2 NOTES 4) 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(pl� Vert: 1-2=-54, 1-3=-30 Concentrated Loads(lb) Vert: 1=-265(B)4=-996(B)5=-996(B) Tniss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 October 27,2005 warning-verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111111-7473 BEFORE USE �A Desig valid for use only with MiTak connectors.This design is based only upon parameters shown and is for an individual building component to be as 11CIM ,n Insta edand loaded vertically.Applicalbilityof design paramenters and proper incorporation of component is responsibility of building designer-not truss bul designer.Bracing shown 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 QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,Wl 53719 hlFirstSource Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/�' *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. I. Provide copies of this truss design to the Dimensions are in inches.Apply building designer,erection supervisor,property plates to both sides of truss and owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each C2 TOP CHORDS C3 other. J5 3. Place plates on each face of truss at each 0 joint and embed fully.Avoid knots and wane cl� 0 at joint locations. 0 0 4. Unless otherwise noted,locate chord splices CI- C) 0 CL at 1A panel length (±6"from adjacent joint.) \L LC C1 tC6 0 nless otherwise noted,moisture content of For 4 x 2 orientation,locate BOTTOM CHORDS lumber shall not exceed 19%at time of fabrication. plates 1/8"from outside edge A J8 J7 J6 of truss and vertical web. 6. Unless expressly noted,this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Comber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator.General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 9. Lumber shall be of the species and size,and 4 x 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31,96-67 10.Top chords must be sheathed or purlins ICBO 3907,4922 provided at spacing shown on design. 11.Bottom chords require lateral bracing at 10 LATERAL BRACING SBCCI 9667,9432A ft.spacing,or less,if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W,970036-N unless otherwise noted. continuous lateral bracing. NER 561 12.Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13.Do not overload roof or floor trusses with stacks of construction materials. BEARING 14.Do not cut or alter truss member or plate Indicates location of joints at Without prior approval of a professional which bearings(supports) occur. engineer. MiTVk-, vszN 15.Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet:MIX-7473 0 1993 MiTek(b Holdings,Inc.