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Permit 601 Jamine Street C; City of Atlantic Beach Building Department ;.. Certificate of Occupancy 'two This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure is in compliance with the ordinances of the City regulating building construction for the occupancy and use for which the occupancy is classified: Date: July 20, 2006 Permit Number: 06 -32131 Contractor: R / E Home Investors Address: 601 Jasmine St Atlantic Beach, Fl 32233 Description of Structure: Residential Permit issued in accordance with: 2004 Florida Building Code Construction Type: V Occupancy Class: Residential R -2 Design Occupant Load: N/A Sprinkler System Required: None Special Stipulations /Conditions: None BUILDING OFFICIAL r r £ l fr CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 06- 00032131 Date 2/28/06 Property Address 601 JASMINE ST Tenant nbr, name NEW SINGLE FAMILY RES Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 95000 Owner Contractor R/E HOME INVESTORS R/E HOME INVESTORS 5151 SUNBEAM ROAD, #3 5151 SUNBEAM ROAD, STE 3 JACKSONVILLE FL 32257 JACKSONVILLE FL 32257 (904) 730 -2053 (904) 463 -2059 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 440.00 Plan Check Fee . . 220.00 Issue Date . . . Valuation . . . . 95000 Other Fees CITY RADON SURCHARGE .46 CAPITAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 10.42 AB CONSTRUCTION SURCHARGE 1.15 SECTION H IMPACT FEE 1050.00 STATE RADON SURCHARGE 8.75 WATER IMPACT FEE 470.00 WATER CONNECT /METER ONLY 85.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due Permit Fee Total 440.00 440.00 .00 .00 Plan Check Total 220.00 220.00 .00 .00 Other Fee Total 1985.78 1985.78 .00 .00 Grand Total 2645.78 2645.78 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUI LThN 4arp FICIAL Doc # 2006073568, OR BK 13103 Page 737, Number Pages: 1, Filed & Recorded 03/02/2006 at 01:38 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT (PREPARE N DUPUCA1E) Permit No. V O d D di3' Tax Folio No. State of f ft' f'rd1a County of 9 U IN/ To whom it may concern: The undersigned hereby informs you that Improvements will be made to certain real property, and In accordance with Section 713 of the Florida Statutes, the following information is sbtsd in this NOTICE OF COMMENCEMENT. Legal description of properly being improved: "e•x '' t 19 11 Address of property being improved: Co/ ja'') / i4 4 54. General description of Improvements: ) ' 01/ TOT ' I i! Owner P\ ! r ti I nvei or 1_,L J Address 5 tin heel_ r,1. S i :' ,- 3 Owner's interest in site of the improvement Fee Simple Titleholder (if other than owner) Name Address Contractor f * � 1 - 41 1Worg Liz Address 5 / 51 coil /' . fwt #--' x Phone No. T - 0 Fax No, _ 7/ 8 - '/5'S" — Surety ('d any) Address Amount of bond S Phone No. Fax No. Name and address of any parson / �� a loan for the construction of the improvements. ! Name L. Address 6 y P e " Jib^ 5 4 . • Phone No. 6 14P 7 'C 7 Fax No. Name of person within the State of Florida, other than himself, designated by owner upon whom notices or outer documents may be served: Name Address Phone No. Fax No. In addition to himself, owner designates the following person to receive a copy of the Llenoes Notice as provided in Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option). Name Address Phone No. Fax No Expiration date of Notice of Commencement (the expiration date is one (1) year from the data of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed; 'L . �_ ' i ate: 14/ Before me : is day of 4 1 in the County of Duval, State of Florida, has personally appeared Notary Public at Large, Statgpf.Flpride, County of Duval My commission expires: 14 UV • 1 e nally • Or P • • •.. . entification DAVV BEST MY COMM5SION I O0181241 EXPIRE& Naartu 1, 200) no4011.0 WyNkPtlirwYa CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT FOB P L. Higgins 800 Seminole Road Atlantic Beach, Florida 32233 (904) 247-5800 (904) 247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # (� — 5 c9, 1 51 Property Address: ( D 1 ` i (1-'5)14 i 14-C • P Q Applicant: Project: IV 1. W 1 14 q le) FQn4 I k 611 V This permit ap lication has been: A pproved o 1- /. Oc plet-Reljeva'aud g items need attention: /lr711I/ CAI I n - rt °5- t. h 0 2.7,0/0 s5b2 Please re- submit yo appirc tion when these items have been completed. Reviewed By: Date: — �� — �� Date Contracto Notified: O -4- S CITY OF ATLANTIC BEACH A it PUBLIC UTILITIES DEPARTMENT x f 1200 Sandpiper Lane : Atlantic Beach, Florida 32233 ,»� �J341' (90 247 -5834 (904) 247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # ()( 39--I Property Address: LQ() E Lj O YVL ( vt c r('C Applicant: Q 1 C. t l) Znv l -- U r �J Project: - F tV Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. o Your permit application has been reviewed by the Public Utilities Department and the following items need attention: Wig %'i erAit iiiifi iiiii - 6 ' b)/4 r Z /4N0 S ' E 1 f Er T A O S , 4 / C E . & / , i ( t CLJ Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247 -5834. Reviewed by Donn. Kalu7niak, Public Utilities Director /_ Date „V /moo Ze Signature Contractor Notified Date 3- 3: - - ` 1 ri;3 CITY OF ATLANTIC BEACH r , 'mi CALCULATION SHEET Date: ,.2//3/4 ( 2 - ( 2 - . oj �( ?— Address G O / (J m; 4 e, Si-. PA G C - 3ai3/ Heated Square Footage @ $. per sq ft = $ Garage / Shed @ $ per sq ft = $ Carport / Porch @ $ per sq ft = $ Deck @$ per sgft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ $ Total Valuation 1st $ $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + 1/2 Filing Fee $ FLOOD ZONE: ( ) Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ / WATER IMPACT FEE $ LJ r7 O f SEWER IMPACT FEE $ / p 5'0 V WATER METER/TAP $ g 5 ' (trek., on') CAPITAL IMPROVEMENT $ 3 a,5- , ✓ SEWER TAP $ /V//4- e*isti c V C ( ) RADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ 3 C ST( ) SURCHARGE $ OTHER $ 4 GRAND TOTAL DUE: $ • 1/13/03 CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT ,. 1200 Sandpiper Lane Atlantic Beach, Florida 32233 (904) 247-5834 (904) 247-5843 Fax www.coab.us 1 c.c.„ PLAN REVIEW COMMENTS Permit Application # b Property Address: (.Q 0 1 J a5, N t 1k ( �J ..+. Applicant: I E Hu ryte, - FA V'e S511) ( Project: 1\1 -C1,1) .. 14 3 1 6 -eQVM I Q 1cll t.et_.J ❑ Your application is approved as noted by the Public Works Department. Final application approval must cone from the Building Department. ti Your permit application has been reviewed by the Public Works Department and the following items need attention: Pre - development topographical survey with one foot elevation contours required (LDR 24- 66 {a }). Erosion control plan must include inlet protection for 6th Street inlet. Drainage plan not included. Construction site management plan required. On site treatment required for 1/2" rainfall over lot area - 292 cubic feet. (LDR 24- 66 {d}). Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247 -5834. Revie -d �%ick Carper, P.E., Public Works Director I Date OI Signature Contractor Notified Date co_?( S ,,,9 /06 7 30 - YSg `" CITY OF ATLANTIC BEACH cc: �� is..; BUILDING / ZONING DEPARTMENT Ford ; _") 800 Seminole Road S. Doerr Y Atlantic Beach, Florida 32233 ref �, (904) 247 -5800 (904) 247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 1 k� 1 Property Address: W 0 � . J a5rvu vvL , Applicant: E H b Y e, Project: M( `3 frt, q 1 C) kmi 1 O l d -fi. ce) V This permit application has been: Er Approved (A. 1 7H 1" - A 0 Reviewed and the following items need attention: EEO - re US S Tf1 S /74Fcrt'f // CAS / f OrA /�y/c) SUk/_ « )) Please re- submit your application when these items have been completed. Reviewed By: Date: a 2 7 ) g Date Contractor Notified: , CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane ' Atlantic Beach, Florida 32233 / (904) 247 -5834 (904) 247 -5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # DLO ' 59 1 Property Address: L o o t J Q 'J i L'& '• Applicant: 'LI e 1d ryi-P, Project: N -CW Fary 1 e-e7 is -CKc€ X Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: wd-rot 4 sJQ 7Aps 4r2F ex I's r/ ,1/4,1c, / 4t4J9 !)c ' &9. ChJ /7o i!'tJ54.1.1on wiJ( E->e / `nslaeri , - G s �vv c .,) ems' e /.ea 01 .4 d i 1 u.c7 6 e in.c .11e ai Me, p- cjz'r, O' i ear7,9/J � �r) ksiL be co w !�, / Co ct'Pfre box m ehJ l�d .CPf- fn g .'aale. 4- y sJI, fe.. (S , nicer -oo.^, a. /1ac >. Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247 -5834. Revi- ed by Donna Kaluzniak, Public Utilities Director Date /3/ ignature Contractor Notified Date (0,01 X101 7 30 -y r , 't.' ' ". CITY OF ATLANTIC BEACH p" p1 it# - BUILDING PERMIT APPLICATION 1 \, - - : (New / Residential & Commercial) h Date: /3 /D 6 Job Address: /r`-' 76'42 Ji9Ji/ri e Owner's Name: pie- t 1c r'& 'T'ti` WS 7 WS Address: s / 37 ..S4/'1/ 66,Vr) // J/11. r 29 '..S '7 Phone: '6 3 ' aoS9 /930 F 2 53 Legal Description: Block Number: /35 Lot Number. Gj Zoning District ft` /7 Contractor: i i 5 / ( f -e ve ? 2-5 State License Number: 6.6- (i IS 6/ 7cA Address: 5 757 ,5UNb fiery, RO - 1 3 ` Phone: '7,3 o taD s / '163 -deSG City: . f r State: R, Zip: 3 a 9 c9 Fax: 730 -‘/P.$ ° Describe proposed use and work to be done: /1)t S Ff . 1 'D /Y►( Present use of land or building(s): 09r/WT Valuation of proposed construction: , q 5 / 000 Is approval of Homeowner's Association or other private entity required? A/0 If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, addition of 5% or more to the original impery us area or the removal of any trees? NO. Applicant certifies that no change in site grade, impervious area or fill 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 appropriate. 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. 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci,atlantic- beach.fLus 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. Current 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. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept., Planning Dept., Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application (please print). Name: 1°5 t) S S 3/Jr E z$ Mailing Address: • ) 15 ( SUN d C 0v , - , PO 4 1 - 3 r 3 99 :S 7 Telephone: W p7o SC1, 710- A 0 s3 Fax: . 7 ' g J� E -Mail: I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above inform ' n being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner. v • Date: 0/A7 6 AS TO OWNER: Sworn to and subscribed before me this ? i 51 day of JQ/7 i tl , 20 (t}4 State of Florida, County of Duval _ -- _ __ - -- Notary's Signature: "" DAVID WEST -. MY COMMISSION 11 DD 487241 Personally known t , EXPIRES; November 1, 2008 ' emeetomoNeerote@undwers ❑ Produced identification Type of identification produced aA Signature of Contractor: Date: f / 66 AS TO CONTRACTOR: Sworn to and subscribed before me this _3I day of Jai 4.t y , 20 eb . State of Florida, County of Duval I . •� Notary's Signature: DWE3T 4 ev E1fA E Noel s. gr 1 2009 ❑ Personally known r gay,: �'� �" "` ❑Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 3 Revised 8/04 t sfl ejt Zr. CITY OF ATLANTIC BEACH OWNER/BUILDER AFFIDAVIT Date: �4 1 /d6 Job Address: J or (a 3 79 lne 61g ) 35 Se H CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVIS THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE - OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE. BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICEN PERSON AS YOUR CQNTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYEa BY YQU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES, ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER 52,000) BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER "DIRECT SUPERVISION OF THE OWNER, WHO MUST BE ON THE JOg AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE O WINTERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND /OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES, OWNERS BEING SUBJECT TO 55,000 PENALTY UNDER FLORIDA STATUTE NO. 455 - 228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEOUA,TE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT (247 -5826) IF IN DOUBT. 1 HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE D CLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF _ • ' -BUILDER PERMIT. 41 . i , •• • r MY COMMISSION ON D 487241 ` e I . . EXPIRES: November 1, 2000 Bundltl Th rr Nasty U wrMsn PROPERTY OWNE ':: 1 DER • SWORN TO AND SUBSCRIBED BEFORE ME THI 3 DAY OF Jar IM7 y 20/ _ NOTARY PUBLIC ''.1 .._ , CITY OF ATLANTIC BEACH f ,-,,-°,--“''.\-111,1,?, ' ''\'`',;',\ PUBLIC WORKS DEPARTMENT r 1200 Sandpiper Lane 7% Atlantic Beach, Florida 32233 ;;, . —4, / (904) 247 -5834 (904) 247 -5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # (10 — Lo- 1 Property Address: IQ b 1 J a Th (of, (`r-f Applicant: IZI e tb n/1) _n V - er"tb f - Pro'ect• AS 'fffi...) / our application is approved as noted by the Public Works Department. r ( Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: Hs u. biiitt,i' tl ed-- . ADDITIONAL INFORMATION SUBMITTAL. 1) Lot is •art of six ots owne. .y .eve oper. Su••ivision requirements must •e met for three or greater (LDR24 -187). Will also require /9 St. Johns River Water Management District Permit because impervious threshold will be exceeded. 2) Pre - development topographical survey (1 ft. contours) required. Should be for all six lots. 3/4'( RESUBMITTAL 2/17/06. MUST PROVIDE PROTECTION FOR CURB INLET AT JASMINE AND W. 6TH STREET. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247 -5834. Rev d ,�, ck Carper, P.E., Public Works Director i Vii►.__ Date eV /04 Signature / (ii Contractor Notified Date A?C�.CL11 �P G f 730 -yfs? • r 1 `)i 7/51 cra rya I 1 • 1 3 2 1 6 . 5 4 iffi, 1 ' Tr , ,6 • � • x `7 45 . " =T' ir.�'= ? , . I JAS I I . . . . _,,,r \ - 1, _ 7. __:-..--'• :::•-•"-- - ! \it - '---' \--- -----....- ""- '7 ,r- - - - - ", - - -- - -- - 1 1 �' ., v,- "'��„'.� -,i• -fit_,- - _ l� ,F. l 116..ii 63' ( 1 1;: - 6 o ( I 1 i ;: .,, Lisj i--- . I - 7 7 4 _., <._, . ---- '. I ' 7 , . 2 I cc - ) W .-- 1, i .. li; �� 7� / ,�u�3Z C1.) F 7 ? I 1 ,{ 0, WO WL 1 1 BO y Fisa „i - - I sr�'= X82 D I__? 5 4` /34 3 • �- 2 '' ' W 1 ! I C MELIA .,...) ,;( % 7 .:•.,:: :- -I L j a , I vEz , ;i :. ' '� :>. T ti�a''�l._�; Try' 6.�s — 1 -- - - - - - -- - . ,.... -• . . _ • , 1 , + ri p . • - -r 1 ,, -mi 1 A> fli -- • I "::7, I II 1 ,:,,,,,. .� 6 5 1,,--- 4 3 1 l . �, i mil- �'� • i 1 1- . I 1 ' ( Q 75 ' t. ( 7/4f i , I films �.: � ;� % t .. FirstSource a" Project information for. J133367 Builder. RE HOME INV Address: .ASM 1 N F October 12,2005 C ounty: Truss Count: 32 Design Program: MiTek 20/20 62 Building Code: FBC2004/TPI2002 Truss Design Load information: Gravity: Wind: Roof (psf): 42.0 Wind Standard: ASCE 7-02 Wind Exposure: B Floor (psf): N/A Wind Speed (mph): 120 ---- Note: See the individual truss drawings for special loading conditions. Engineer of Record: Lawrence A. Paine, PE Florida P.E. License No. 21475 Address: 6550 Roosevelt Blvd. Jacksonville, Florida 32244 Truss Design Engineer:Lawrence A. Paine, PE . Florida P.E. License No. 21475 Company: Builders FirstSource - Florida, LLC Address: 6550 Roosevelt Blvd. Jadcsonvilte, FL 32244 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer /engineer of record, as defined in ANSI/TPI 1 -2002 Section 2.2 2. The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3. The loads indicated on all referenced girder trusses are consistent with the truss placement plan numbered J133367 provided by Builders First Source- Jacksonviie,FL and dated 10-11 -2005. Loads applied by run -truss elements and basic Toad parameters/design criteria are to be reviewed and approved by the Engineer of Record/Budding Designer. Otherwise, the Truss Design Engineers responsibilities are limited as stated in Chapter 2 of ANSUTPI 1 -2002. No. Drwg. # Truss ID Date INNo. Drwg. # 1 Truss ID Date 1 J1519831 CJ01 3 10/12105 ►32 T23 �� 10/12/05 12 1.11519832 t CJO3 10/12/05 (3 /J1519833 1 CJO3A 10/12/05 1 14 J1519834 J CJ05 , 10/12/05 15 J1519835 I CJO5A 10/12/05 (6 ./1519836 1E107 10/12/05 17 J1519837 1 EJO7A 10/12/05 18 1J1519838 I HJO1 10/12/05 ! �� 0 • S U b (9 1J1519839 HJO1A 110/12/05 1 110 1J1519840 (T01 10/12105 1 11 1J1519841 1 T02 10/12/05 112 1J1519842 T03 110/12105 1 113 1J1519843 T04 1 10/12/05 1 ' 114 J1519844 T05 ( 10/12/05 - ' . "' ' 1 ' ;) f 115 J1519845 TO6 10/12/05 i .01 J - ' 1 .\; 116 J1519846 T07 10/12/05 ( rt G . • , :, 2.% O L 117 J1519847 1 T08 r 10/12/05 118 J1519848 1 T09 10/12!05 (19 (J1519849 1 T10 10/12/05 1 20 1J1519850 1711 110/12/05 21 1J1519851 1112 1 10/12/05 1 - - -- -''t. . . 22 1J1519852 T13 10/12/05 ( Iii,:,,, 23 J1519853 T14 10/12/05 _ _ 24 J1519854 T15 10/12/05 - rY i•rr,:•: • "V -j.7 125 J1519855 T16 10/12/05 , r F_ t, : . - _ ,. ...._._ _ "26 J1519856 117 10/12/05 (27 J1519857 T18 10/12/05 28 J1519858 T19 10/12!05 129 J1519859 T20 10/12/05 130 J1519860 T21 10/12/05 (31 J1519861 1 T22 10/12105 1 GEARING HEIGHT SCHEDULE \ \/ ___-- \ .._(.....---) ____ — N I \ .. A z %, 101 : v - ____-- 0 _ Q 3 e N -.7._. u k ` W t C N C � 2 c CJ '� : ij1zfl O A� C 4a 2 th A V 44 N r N. E E ° <i Yy " IN o X z DL i � + 4+ C C I.) 0 H e (RECOMMENDP NS FOR ••+ 5 w c0 a 0 N6 INS7M.ANON AND TEMPORARY ACING.) LING) _d N O N Q E TO ENGIIa'EREO DRAWI9 FOR PERMANENT N - p L REQU J I > C C ti V i E 4 r . 2.) BUSSES (�LWHJG TRl�ES LNDER 0 tit; '� FY FRAMiNp) VIM T B1 Cdl.0LEfrLY . y t .� C t C LC) (IV, Ry'TK 10 DE1ly A'/105 Fv'n ..1 ,� C 01 # L RNATE OrA IN6 REDUIYLIENTS. J 0 OD {y O 3 01 2 O ALLEY'A1RE 10 BE G 'ENTIONALL� r QF R N MM _ Q u ED BY BU4DER Q r r in V V 3 A Q.L iRU55E RE DESIGN OR 2' o.c. ■ a z d L O 6WISE NO D. C O y A WALLS WN ON P ENT d `; in (0 yA N ARE L IDERED Toot LOAD = B O � Dj' N V RING, U MA IMUM 4P NL 55 OTHERWISE . L6&044 HER NOTE D . 03 y .- . u v ��/F (/J O C W L b 42 TRUS MUST BE I ALL t w A ` ti Y TH TH0 i BEING UP. t€ E Lri > C Qr ; C i L ROO X THERWI OBE . ALI 4 ' _ V E O Qo 26 5 OTHERWIS NOTED. AL . t 0 j a vT Q A A NTHER f B NOTED. O r 0-- V d' ,p V E A4 E55 OIHERWKE OTED. W p p B.) BEAM/HEA INTEL (IQ TO BE C S V FURNISHED BY BUILDER. SHOP DRAWING APPROVAL MS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTTER TRUSS LAYOUTS. REVIEW AN) APPROVAL OF 615 LAYOUT 11151 BE RECEIVED BEFORE ANY TRUSSES WRL 6E BUILT. VERIFY AU. CO NATIONS TO INSURE AGAINST CHANCE51HAT WILL RE5Ll1 IN EXTRA CHARGES TO YOU • 141011 DAmp DM: Nr•e1 rig, ralBuilders .FirstSource Bunnell PHONE: q04- 437 -3349 FAX 904- 437 -3994 Jack PHONE: 904- 772 -6100 FAX: 904- 772 -1973 Lake City 011004E: 904 -755 -6894 FAX: 904 -755 -7973 Sanford 011004E: 407 - 322 -0059 FAX: 407 -322 -5553 WILDER: JONES -SALES LTW mem. Examiner Signature License No. Filjq WDEL: MINK /` TE CUSTOM s GUE: NTS DAR: DRKpPT: IDEF: 10/11/0°3 S6G J133367 __.-.- -7)-- 50 0 : > 7-0-0 24 OC fl T12 2e OC THKU 112 7 - 0 0 1 ,1 : g. ,:l 1 c,f ;_ill , Z 1 1 , •">'1 ,4 ' ,-,,,, T - - — • - . . ' - ' -- --r------ - - ] Cso7J ' , 1 II II IN MI = N ' , ! (6) - EJO7A Illi 1111 \ , , IN III \ ' . Ii 1111 Min- E.107 1 1111 O , II ON , 1111 111" , p 11,11 / 0 , , 1 , , , 1 - ., 127 '; , , I : ' ■ ,,, 9, , (10) - E107 1 ' i op_ ' . 1 111. lin 1111111 G _m 0 ctS PI I WAN (4) - 121 MEM 14 1 II i Ihil ____, El O Cs101101 , , . ____All,_ Mk" I 1-0-0 I AIN M F M IWIMIF= IN) 1 IP.. iiii IIM' FRA,IE CRUET 6 - 8 - 8 A " (6) - 103 , o ■.- o , cS 1 TO2 cu . 101 6,105 , o CJO3 Mil o -", MI Cd03 u, MIS— --:-- — -..:.;—.:.--- el • PrANIFIIMIIIIIIII■ 1 J 11-4-0 7-4-0 11-4-0 20-0-0 ...... Job Truss Truss Type — Qty Ply 0 0 J1519831 J13336? CJO1 ROOF TRUSS 10 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:12 2005 Page 1 I -2 -0 -0 -- -- - - - -- -- I 1 -0-0 3 2-0-0 1 -0-0 ' 1j Scale: 1.5 " =1 OA - 2 6.00 [12 AH i Mr ■Al 'A' 4 2x4 = 1-0-0 1 -0-0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 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 /TPI2002 (Matrix) Weight: 7 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 1 -0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 2= 277/0 -3 -8, 4 =14 /Mechanical, 3 = -98 /Mechanical Max Horz 2= 106(load case 5) Max Uplift 2=- 351(load case 5), 3=- 98(load case 1) Max Gray 2= 277(load case 1), 4= 14(load case 1), 3= 166(load case 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/49, 2- 3= -73/99 Q BOT CHORD 2 -4 =0/0 6 8 JOINT STRESS INDEX 2 = 0.39 NOTES 1) Wind: ASCE 7 -02; 120mph (3- second gust); h =16ft; TCDL= 4.2psf; BCDL= 3.0psf; Category ll; Exp B; enclosed; 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. 2) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Titus Le n Ex, xt~er: Lamnce A. Paine, PE 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 633 FE rlc. 214';5 timers Firsts ce - Fluxida, LLC Ib uplift at joint 2 and 98 Ib uplift at joint 3. 6550 Roosevelt Blvd. Jacksonville, FL 32244 LOAD CASE(S) Standard October 12,2005 i,,Ak Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MlI -7473 BEFORE USE Design valid for use only with MiTek corn tors. This design : based only upon parameters shown and is for an individual building component to he a? y d ":4P.•. k i installed and loaded vertically. 7 p :,shitty.. f design parame, tern and proper incorporation of component is b 1 ty of building designer - not truss � . designer. Bracing shown for lateral support of individual web m r a hers only. Adcd 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' i regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 6 �ir` 4l Ci Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 (( ' Job Truss Truss Type Qty Ply 0 0 J1519833 J133367, CJO3A ROOF TRUSS 2 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:13 2005 Page 1 I -2-0-0 -4 — -- 2 -3 -8 I 3 -0.0 1 2 -0 -0 2 -3 -8 0-8 -8 4 10 Scale = 1:12.5 I 3 1 6.0012 IT j j 5 2 o a 1111 ' 1 d L „ 2x4 I 1 2x4 = 2 -3 -8 i 3-0-0 2 -3 -8 0 -8 -8 Plate Offsets (X,Y): [3:0- 2- 0,0 -1 -12] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.01 3 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.01 3 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2004 /TP12002 (Matrix) Weight: 15 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 3 -0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 4 =38 /Mechanical, 2= 266/0 -3 -8, 5 =15 /Mechanical Max Horz 2= 162(load case 5) Max Uplift 4=- 20(load case 6), 2=- 274(load case 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/55, 2- 3= -63/5, 3 -4= -13/15 BOT CHORD 3 5 =0 /0 ,) .3 — 6 k, b 0 JOINT STRESS INDEX 2 = 0.00, 3= 0.02 and 6 = 0.00 NOTES 1) Wind: ASCE 7 -02; 120mph (3- second gust); h =16ft; TCDL =4.2psf; BCDL= 3.Opsf; Category 11; Exp B; enclosed; 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. Tius_ Design Engineer: Lawrence A. Paine, PE 2) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Florida PE lTo. 21475 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20$tders FirotSaurce - Florida, LLC uplift at joint 4 and 274 Ib uplift at joint 2. 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 12,2005 . —_ LOAD- CASE(.S)Sta aria rd — — — • Warning • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE y Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to he Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibilily of budding designer - not truss t ' ' . Bracing shown is for lateral support of individual web members only. Additional temporary brac ng 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 .y --. }} } regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 , m Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, W 1 53719 _ L- Job Truss Truss Type Qty Ply 0 0 J1519835 J133367 CJO5A ROOF TRUSS 2 1 I _ Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 15:13:59 2005 Page 1 I -2-0-0 2 3 8 -- I 5 -0 -0 -- I 2 -0 -0 2 -3 -8 2 -8 -8 4 li Scale = 1:15.7 ro 0 6.00 [12 3 il / • \ • .----- 5 Crx "4111111111111111111161 VI A. 2 0 o 2x4 II '/ 1 2x4 = 2-3-8 5 -0 -0 2.3 -8 2 -8 -8 Plate Offsets (X,Y): [3:0- 3- 0,0 -2 -3] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.05 6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.07 6 >846 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 5 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 21 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -0 -0 oc BOT CHORD 2 X 4 SYP No.2 *Except* purlins. 3 -6 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 4= 120 /Mechanical, 2= 322/0 -3 -8, 5 =42 /Mechanical Max Horz 2= 217(load case 5) Max Uplift4=- 89(load case 5), 2=- 265(load case 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/55, 2 -3= -98/0, 3- 4= -80/47 BOT CHORD 3- 6 =0/0, 3- 5 = -1/1 NOTES 1) Wind: ASCE 7 -02; 120mph (3- second gust); h =16ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp B; enclosed; 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. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 Ib uplift at joint 4 and 265 Ib uplift at joint 2. LOAD CASE(S) Standard 68268 —2 0 05 Truss Desi„^n Engineer: Lawrence A. Paine, PE Florida PE No. 21473 Builders Fir tSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 12,2005 Iii Warning •Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE Ste �, ; , Design valid for use only with MiTek connectors, This design is based only upon parameters shown, and is for an individual budding component to he g 7�, Installed and loaded vertically. Applicability of design paramenters and proper incur porelion of c om nt pone's responsibility of buildinq designer- not truss " • "8t ; &signer . Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the . , ''.4. ,^ i responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance 1 regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 1 ; F i ' S )LrC e I Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 „cf rr ' Job Truss Truss Type Qty Ply 0 0 J1519837 J133367 EJO7A ROOF TRUSS 6 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:15 2005 Page 1 I -2-0-0 + -- 2 -3 -8 I -- 7-0-0 2 -0 -0 2 -3 -8 4 -8 -8 4 h I Scale = 1:21.3 / c, 8.00 12 ,-- o .• / j 3 1 ,.r 2 5 d O ∎/ 2x4 11 1 2x4 = 2-3-8 I 7 -0 -0 2 -3 -8 4 -8 -8 Plate Offsets (X,Y): [3:0- 2- 0,0 -1 -12] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.25 3 >321 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.27 3 >301 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.13 5 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 27 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 6 -0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 4= 183 /Mechanical, 2= 397/0 -3 -8, 5 =75 /Mechanical Max Horz 2= 272(load case 5) Max Uplift 4=- 164(load case 5), 2=- 278(load case 5) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/55, 2 -3 =- 152/0, 3 -4 =- 130/70 BOT CHORD 3- 5 =0/0� JOINT STRESS INDEX 2 =0.00, 3 = 0.08 and 6 = 0.00 NOTES 1) Wind: ASCE 7 -02; 120mph (3- second gust); h =16ft; TCDL= 4.2psf; BCDL= 3.Opsf; Category 11; Exp B; enclosed; 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. Tk,i55 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 16$uilders Firstsource - Florida, LLC Ib uplift at joint 4 and 278 Ib uplift at joint 2. 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 12,2005 LOAD_CASE(S) — Standard 4k Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 BEFORE USE 1 Debi pli Valid for use only with MITek connectors. This design is based only upon parameters shown and is for an individual 1 Idi ,g component to be r , s y I I1ed and loaded verb Applicability of design parernenters and proper incorporation of component is responsibility of building designer - not truss i ." -- ° s goer. Bracing shown is for lateral support of individual web members only. Additional temporary bracng to insure stability during construction is the y "'" '" i responsibillity 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 QST -88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 1 i rstSo r e I Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Ddve, Madison, WI 53719 l t1 • • Job Truss Truss Type Qty Ply 0 0 J1519838 J133367 HJO1 ROOF TRUSS 4 1 Job Reference o.tional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:15 2005 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1 -2 = -54 Trapezoidal Loads (plf) Vert: 2=- 3(F =26, B= 26)- to- 4=- 134(F = -40, B = -40), 2=- 0(F =15, B= 15)- to- 5=- 74(F = -22, B = -22) 63268 -2 0 Truss Desi;ut Engineer: Lay.R*_n_e A. Pane, PE Florida PE ldo. 21 Builders Fir':tSoi.0 e - Fkaids. LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 12,2005 4 . Warning Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE - Ue i,7n valid for use only with MiTek connectors. This des gn is based only upon parameters shown, and is for an mdiv¢lual building component to he " . , I v 1 .�, am1 lo:+ded vertically. Applicability of design parame tiers .: rd proper incorporation of component s responsib lity of bu Iding der gner - not truss s de_igner. Bracing shown is for lateral support or individual web meinbes 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 4 - regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB -89 Bracing Specification, and 1-118-91 i '1 .S Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 - 1'� • Job • Truss Truss Type Qty Ply ' 0 0 • J1519839 1133367 HJO1A ROOF TRUSS 1 1 • Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 15:17:18 2005 Page 2 LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 1=- 11(F =27, B= 27)- to- 2=- 60(F =2, B =2), 2=- 50(F =2, B- 2)- to- 6-- 134(F - -40, B - -40), 2-- 28(F -1, B= 1)- to- 5=- 74(F = -22, B = -22) O5 63268 Truss Design Engineer: Lawrence A. Pane, PE Florida PE ldo. 214 Builders First'Source - Flotida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 12,2005 a Warning Verity 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 huiIding component to be lustal ad and loaded vertically. Applicability of design pal and proper incorporafion of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web men lbers only. Additional lemporary bracing to insure stability during construction is the ; responsibilllty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance`'' rrr regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 F"'"' 11 r q e Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 r R %•+' ' LJob Truss Truss Type Qty Ply 0 0 • J1519840 J133367 T01 ROOF TRUSS 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:16 2005 Page 2 NOTES 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). • LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1- 3 = -54, 3- 4=- 118(F = -64), 4- 6 = -54, 2- 9 = -30, 7- 9=- 65(F = -35), 5 -7 = -30 Concentrated Loads (lb) Vert: 9=- 539(F) 7=- 539(F) Tess. Design Enj'neer: L.swren_e. A. Paine, PE Florida PE 11o. 21475 Builders FirstSource - Fkrida. LLC 6550 Roosevelt Shad. Jacksonville, FL 32244 October 12,2005 i ,4 Warnmg Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE i r i pp si v n d for us only with MiTek connectors This design is based only upon parameters shown, and is for an individual building component to be I -1< $ j- ` sit 1 - f nod Inarle vertically . Apprciblity of design imiernEnters and p erpar inr orporil'on of component is responsibility of building designer - not truss ' 14dIr .;esioner . Br dung -. own is for lateral support of individual web members only. Additional temporary bracing to insure stability during cunstruclion is the responsibd'ity of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer, For general guidance +va regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 i I .i r e f landing Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719 Rte' Job ° Truss Truss Type Qty Ply 0 0 J1519841 J133367 T02 ROOF TRUSS 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:17 2005 Page 2 NOTES 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 499 Ib uplift at joint 2 and 499 Ib uplift at joint 7. LOAD CASE(S) Standard • 63268'2 ®O Tni s DeSi, n Et.qineer: Lawrence A. Paine, PE Florida PE No. 21475 Bnildars FirstSource - Flonde, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 12,2005 A � Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 BEFORE USE z+r Design vale O J d f r use only with Wok 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 components responsibility of bu ding designer - not truss I I designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the t ' s 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 OST -88 Quality Standard, DSB -89 Bracing Specification, and HIB-91 �** it Sc�` C #'�' 1 . i Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719 1 q.,,J` a '„p,j Job Truss Truss Type Qty Ply 0 0 J1519842 J133367 T03 ROOF TRUSS 6 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:17 2005 Page 2 LOAD CASE(S) Standard D G s Truss Deli x1 Engineer: Lawrence A. Pain, PE Florida. PE Ido. 21475 Builders FirofSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 12,2005 Warning • Verify design parameters and 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 r,ornponent 10 be I .,lahe9 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 F; regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 i '� . _ i SE kl t Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 RRR kk1 T�,.f 'k�,�t '�.+ pw` Job , Truss Truss Type l Q t y Pl y 0 0 J1519843 J133367 T04 ROOF TRUSS 1 2 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:18 2005 Page 2 NOTES 1) 2 -ply truss to be connected together with 0.131 "x3" Nails as follows: Top chords connected as follows: 2 X 8 - 2 rows at 0 -9 -0 oc, 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, 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) Wind: ASCE 7 -02; 120mph (3- second gust); h =16ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL =1.60 plate grip DOL =1.60. 4) Provide adequate drainage to prevent water ponding. 5) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 6) Bearing at joint(s) 1 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 600 Ib uplift at joint 1, 676 Ib uplift at joint 11 and 1847 Ib uplift at joint 14. 8) Girder carries tie -in span(s): 5 -4 -6 from 7 -0 -0 to 18 -0 -0; 3 -4 -6 from 7 -0 -0 to 18 -0 -0 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1- 2 = -65, 2- 3 = -54, 3- 21=- 118(F = -64), 10- 21=- 118(F = -64), 2- 19 = -30, 19- 22=- 52(F = -22), 16- 22=- 66(F = -36), 14- 15=- 66(F = -36), 11- 14=- 66(F = -36) Concentrated Loads (Ib) Vert: 19=- 539(F) Tnus Da;i t Exy-jneer: Lawrence A. Paine, PE Florida PE llo. 21475 Builder; FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 12,2005 IA Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE y '' tR 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 hulloing designer not l: ss d a r designer. Bracing shown is for lateral support of individual web member. 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 I k Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Job Truss Truss Type Qty Ply T O 0 J1519844 J133367 I T05 ROOF TRUSS 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:18 2005 Page 2 NOTES 1) Wind: Z zone and C -C Exterior(2) zone; Lumber DOL 1 60 plate griiip 1.60. This truss is designed for CIC for embe s and le end forces, and for MWFRS for reactions specified. 2) Provide adequate drainage to prevent water ponding. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 5) Bearing at joint(s) 1 considers parallel to grain value using ANSI /TPI 1 angle to grain formula. Building designer should verify • capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 280 Ib uplift at joint 1, 320 Ib uplift at joint 10 and 817 Ib uplift at joint 13. LOAD CASE(S) Standard Txuss Ltesign. Engineer: La'rrence A. Paine, PE Florida PE No. 21475 Builders FirstSonrce - LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 12,2005 I A Warning • Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE I n 3 t:- yct 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 a not trues y i designer. Gracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during fnnstruction is the 1 s [. responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance C W 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 tel 583 D'Onofrio Drive, Madison, WI 53719 J �— Truss T e Qty Ply 0 0 Job Truss YP J1519845 J133367 T06 ROOF TRUSS 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:19 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 =16ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp B; enclosed; 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) Bearing at joint(s) 1 considers parallel to grain value using ANSI /TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 320 Ib uplift at joint 1, 269 Ib uplift at joint 9 and 669 Ib uplift at joint 12. LOAD CASE(S) Standard Truss Design Ei; neer: Lavrrence A. Paine, PE Florida PE No. 21475 Builders FirstSource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 12,2005 Warm g Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE ,n VOW for use only with MTek connectors. This design is Lased only upon parameters shown, and is for an individual building component to be I _ led and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss trt " l ° x° `" goer, Bracing shown Is for {Mural support of individual web members only. Additional temporary bracing to insure stability during construction is the t r responsiblllily 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 ��`""`�''} � -'.`� 9 rstSourr Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 444�� —_— • Job Truss — Truss Type — — City 0 0 J1519847 TO8 ROOF TRUSS 1 1 J133367 Job Reference (optional) 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 15:48:43 2005 Page 1 Builders First Source, Jacksonville ,Florida 32244 15-0-0 23 -0 -0 28 -5 -2 i 8-0-0 5 5 -2 5 -5 -2 4 -1 -12 33 -10-4 38 -0 -0 I _2_0_0 1 4 -1 -12 I 9 -6 -14 I -- 2 -0 -0 4-1-12 5 -5 -2 5 -5 -2 Scale = 1:66.4 5x8 % 7x10 = 6.00 [ 12 7 6 If �\ 4x6 4x6 i j � �� i % \ 8 9 o 2x4 II 2x4 10 II Ilii 11 . 2 e ' .-� • c:. I4 0 1 5x6 = 17 16 15 14 13 12 3x8 = 5x6 = i 4 -1 -12 I 15 -0-0 23 -0 -0 33 -10-4 34i0-0 38 -0 -0 1 4 -1 -12 10 -10-4 8 -0 -0 10 -10-4 0 -1 -12 4 -0 -0 Plate Offsets (X,Y): [2:0- 1- 11,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.42 15 -17 >971 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.71 15 -17 >573 180 BCLL 10.0 Rep Stress lncr YES WB 0.48 Horz(TL) 0.09 12 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 206 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -7 -6 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5 -11 -9 oc bracing. WEBS 1 Row at midpt 8 -12 REACTIONS (lb /size) 2= 1518/0 -3 -8, 12= 1781/0 -3 -8 Max Horz 2= 202(load case 5) 6 3 2 6 8 Max Uplift 2=- 732(load case 5), 12=- 846(load case 6) FORCES FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 7 -8 =- 1589/913, 8 -9 =- 173/219, 9 -10 =- 191/159, 10- 11=- 374/218, 6 -7 =- 1569/1011, 1 -2 =0/49, 2- 3=- 2770/1278, 3 -4 =- 2737/1403, 4 -5 =- 2622/1414, 5 -6 =- 1804/1039 BOT CHORD 2 -17 =- 1053/2397, 16 -17 =- 879/1919, 15- 16=- 879/1919, 14 -15 =- 440/1374, 13 -14 =- 452/1174, 12 -13 =- 452/1174, 11 -12 =- 142/373 WEBS 10 -12 =- 284/375, 8 -12 =- 1766/1108, 8 -14 =- 121/343, 7 -14= 0/140, 7 -15 =- 175/367, 6 -15 =- 117/397, 5 -15 =- 467/428, 5 -17 =- 233/650, 3 -17 =- 155/254 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 120mph (3- second gust); h =16ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp B; enclosed; MWFRS gable' end zone and C -C Exterior(2) zone; cantilever 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 3x6 MT20 unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 732 Ib uplift at joiritnIss Design Ex veer: LS.•.rrun e A. Paine, PE and 846 Ib uplift at joint 12. Fk,ridaPE No. 21475 Builders FixstSource - Florida, LLC LOAD CASE(S) Standard 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 12,2005 a Warning •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE ; ' , f3 „: !* � Design valid for use only with MiTek connecters. This designs based only upon parameters shown, and is for an individual building component to be . 84' r I 111 d and loaded vertically. Applicability of design pa a ut proper mr ope component is of compone is responsibility of building designer- not truss g er Bracing shown is for lalelal support of individual web members only. Additional temporary bracing to insure stability during construction is the > A ewon.,ibillity of the erec Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance ; 4 " . � + ." , } , 4��+' �'iy regarding fabrication, quality control, storage, delivery, erection and bracing, consult 007-88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 ' at°.. i Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 , '. e [ Job Truss Truss Type Qty Ply 0 0 J1519849 J133367 T10 ROOF TRUSS 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:21 2005 Page 1 -2-0-0 I 4 -1 -12 11 -6-14 i 19 -0 -0 I _ 26-5 -2 I 33 -10-4 I 38 -0 -0 i • 7 -5 -2 7 -5-2 4 -1 -12 2 -0 -0 4 -1-12 7-5-2 7 -5 -2 Scale = 1:68.5 5x8 = 6 6.00 12 orii \� 7 5 a 4 44 s 3 i 10 I r? n 2 • _ c d Qr.. I1- 1 G - . - 4x6 - o , 4x6 % 17 16 15 14 13 12 11 3x8 = 4-1-12 11 -6 -14 19-0 -0 I 26 -5-2 33 -10-4 38 -0 -0 4 -1 -12 7 -5-2 7 -5-2 7 -5-2 7 -5 -2 4 -1 -12 Plate Offsets (X,Y): [2:0- 3- 5,0- 0 -11], [4:0- 0- 0,0 -0 -0], [10:0- 3- 5,0 -0 -11] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.19 16 -17 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.31 16 -17 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.08 11 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 208 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 3 -7 -4 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5 -7 -13 oc bracing. WEBS 1 Row at midpt 7 -14, 5 -14 REACTIONS (lb/size) 2= 1518/0 -3 -8, 11= 1781/0 -3 -8 Max Horz 2= 236(Ioad case 5) Max Uplift 2=- 756(Ioad case 5), 11=- 879(load case 6) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 6 -7 =- 1459/936, 7 -8 =- 1511/866, 8 -9 =- 1620/851, 9 -10 =- 316/278, 1 -2 =0/49, 2 -3 =- 2713/1365, 3 -4 =- 2151/1164, 4 -5 =- 2042/1179, 5 -6 =- 1460/937 BOT CHORD 2 -17 =- 1143/2364, 16- 17=- 1143/2364, 15 -16 =- 809/1850, 14 -15 =- 809/1850, 13 -14 =- 524/1370, 12 -13 =- 524/1370, 11 -12 =- 184/312, 10 -11 =- 184/312 WEBS 9 -11 =- 1573/1111, 9- 12=- 869/1610, 7- 12=- 219/296, 7 -14 =- 278/248, 6- 14=- 442 /8 '28 D ineer: L.avrrence A. Paine, PE 5 -14 =- 815/573, 5 -16 =- 57/384, 3 -16 =- 537/348, 3 -17 =0/175 Florida PE No. 214 75 E,,;Iders FirstSource - Florida, LLC JOINT STRESS INDEX 6550 Roosevelt Blvd. Jacksonville, FL =2244 2 = 0.85, 3 = 0.82, 4 = 0.69, 5 = 0.39, 6 = 0.72, 7 = 0.39, 8 = 0.69, 9 = 0.82, 10 = 0.85, 11 = 0.35, 12 = 0.87, 13 = 0.67, 14 = 0.56, 15 = 0.67, 16 = 0.87 and 17 = 0.35 NOTES 1) Unbalanced roof live loads have been considered for this design. • -October 12,2005 Continued on page 2 __ Warnin - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE ,� , ili • 0,si valid for use only with MiTek connectors. This design is based only upon parameters shown and is for an individual building component to 1 it installed and loaded vertically. Applicability of dign es paramenters and proper incorporation of component is respnnsrh lity of building designer r - t, ass ( , d..,i B shown rs for lateral support of individual web members only. Additicnal temporary bracing to insure stability d uring wnstruUron ie # '' responslbilt o n the orector. Additional permanent bracin of the overall structure is the responsibility of the but u g i designer. For general guidance a a regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 I r `[` s, irstSource Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 • Job Truss Truss Type _ - — Qty Ply 0 0 — — J1519850 J133367 T11 ROOF TRUSS 2 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:21 2005 Page 1 1 _2_0_0 I 5-10-12 1 11 -3 -0 19 -0 -0 1 25-9 -0 1 7 -9 -0 6-9-0 5-4 -4 2 -0 -0 5 -10-12 Scale = 1.60.3 5x8 = 6 el 3x6 I I 7 r, 3x6 2x4 II j A8 3x6 G 5 .------- U 4 :S 1: 6.00 FIY 2x4 11, b 3 � I 5x8 = 9 d YYY N 2 awa [>r Ina 3x6 I d1 5x6 = 13 12 11 5x8 = 3x6 = 8 = Simpson HTU26 11.3.0 1 21 -11-8 i 25-9 -0 1 11 -3 -0 10-8 -8 3-9-8 Plate Offsets (X,Y): [2:0- 1- 11,Edge], [11:Edge,0 -3 -8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) -0.36 2 -13 >846 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.61 2 -13 >499 180 BCLL 10.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.22 9 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 159 Ib ■ LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 *Except* 4 -1 -9 oc purlins, except end verticals. 7 -11 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 5 -11 -4 oc WEBS 2 X 4 SYP No.3 bracing. Except: 1 Row at midpt 7 -10 WEBS 1 Row at midpt 6 -13, 6 -11 REACTIONS (lb /size) 2= 1194/0 -3 -8, 9= 1064 /Mechanical Max Horz 2= 474(load case 5) Max Uplift 2=- 601(load case 5), 9=- 470(load case 5) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/49, 2 -3 =- 1782/894, 3 -4 =- 1466/712, 4 -5 =- 1346/724, 5 -6 =- 1494/966, 6 -7 =- 476/381, 7-8=-631/394, 8 -9 =- 906/562 BOT CHORD 2 -13 =- 1062/1548, 12 -13 =- 333/574, 11 -12 =- 333/574, 10 -11 =- 325/602, 7 - = - 107/140, 9 - 10= - 31/44 Taws Desist Em;neer: Lawrence A. Paine, PE WEBS 3 - 13 = 331/331, 5 - 13 = 362/475, 6 - 13 = 691/1090, 6 - 11= 458/356, 8 - 10 = 379 /711F1' N..21475 Builders FirstSource - Florida, LLC JOINT STRESS INDEX 6550 Roosevelt Blvd. Jacksonville, FL 32244 2= 0.68,3 = 0.33,4 = 0.33,5 = 0.33,6= 0.62,7 = 0.66,8= 0.84,9 = 0.35,10= 0.85,11= 0.59,12 =0.21 and 13 = 0.51 NOTES 1) Unbalanced roof live loads have been considered for this design. October 12,2005 Continued on page 2 __ I.li Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII 7473 BEFORE USE . , ' i Design valid for use only with MiTek connectors. This design is hosed only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design paramenters and proper mrorpoi ation of component is responsibility of building designer - not trues l ', ° eesigner. 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 budding designer. For general guidance � . _ a,.� • regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB -89 Bracing Specification, and NIB -91 , { , C A t Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, W 1 53719 • 1 Job Truss Truss Type Qty Ply 0 0 J1519851 J133367. T12 ROOF TRUSS 4 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:22 2005 Page 1 1 -2 -0.0 1 6-10-10 1 12 -11 -5 1--- 19 -0 -0 22 -0 -8 1 25 -9 -0 I 2 -0 -0 6 -10-10 6 -0 -11 6 -0 -11 3 -0-8 3 -8 -8 Scale = 1:57.1 4x6 = 6 %� 4x10 7 3x6 % 3x8 / — 8 5 :x6 .- 2x4 = �% 3x8 = 6.00 12 0 .t 3 12 0 3x8 q x6 13 .. 3x6 14 ° 3x6% 10 9 N 2 5z8 = 2x4 1 _ • Simpson HTU26 3x8 % 3.00 12 9 -10 -15 19 -0-0 22 -0 -8 1 25 -9-0 1 9 -10-15 9 -1 -1 3 -0-8 3 -8 -8 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) -0.39 2 -14 >777 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -0.65 2 -14 >470 180 BCLL 10.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.69 9 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 147 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 6 -8 2 X 4 SYP No.1D 3 -0 -3 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 1 -9 -11 oc 7 -10 2 X 6 SYP No.1D, 9 -10 2 X 4 SYP No.1D bracing. WEBS 2 X 4 SYP No.3 a }7 REACTIONS (lb/size) 2= 1194/0 -3 -8, 9= 1064 /Mechanical 0 — 6 3 2 6 8 Max Horz 2= 473(load case 5) Max Uplift 2=- 601(load case 5), 9=- 471(load case 5) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/48, 2 -3 =- 3316/1920, 3 -4 =- 2880/1573, 4 -5 =- 2803/1589, 5 -6 =- 1344/814, 6 -7 =- 1293/833, 7 -8 =- 686/427, 8- 9=- 1124/693 BOT CHORD 2 -14 =- 2027/3019, 13 -14 =- 1373/2081, 12- 13=- 1364/2140, 11 -12 =- 699/1211, 10 -11 =- 484/315, 7 -11 =- 264/189, 9- 10= -14/21 WEBS 3 -14 =- 404/490, 5 -14 =- 284/782, 5 -12 =- 958/750, 6 -12 =- 461/854, 7 -12 =- 153/138, 8 -10 =- 463/819 JOINT STRESS INDEX 2 = 0.76, 3 = 0.33, 4 = 0.68, 5 = 0.50, 6 = 0.65, 7 = 0.70, 8 = 0.96, 9 = 0.40, 10 = 0.52, 11 = 0.91, 12 = 0.62, 13 = 0.87 and 14 = 0.49 Tniss Desigi Es °ixu,er: Lawrence A. Paine, PE Florida FE No. 214'75 NOTES Builders FirstSouxce - Florida, LLC 1) Unbalanced roof live loads have been considered for this design. 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 12,2005 Continued on page 2 _ i� 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 , ' Installer/ and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss UP:, v „ 4 1 resigner. 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 k , ,x,.k.a „„ �,,+x,.. Jt TiV�,,r.y regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 7 p" ' F 1 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 _ __ _ __ _ _ _ _ _ _-_ Job Truss Truss Type Qty Ply 0 0 J1519852 ` J133367 T13 ROOF TRUSS 1 2 Job Reference (optional) t--- Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:22 2005 Page 1 19_0 -0 25 -0 -0 31-0-0 1 38 -0 -0 1 40-0 -0 1 -2 -0 -0 I — 7 — .1 13 -0 -0 I I 6-0 -0 6 -0 -0 6-0-0 7-0-0 2 -0 -0 6-0-0 2 0 -0 7 -0 -0 Scale = 1:71.6 5x6 % 5x6 • 3x6 = 54 == 3x6 = 3 4 5 6 7 6.00 12 _ - -- — - -- .L. -_..- —. _ ■ ___ —__ .l _. ii.....iimi / _o A 8 rn 2 n 9 i$ UV I e l as ■ i1 = 5x6 = 15 14 13 12 11 10 3x6 = 3x10 MT2OH = 3x6 = 3x6 = 3x6 = 3x10 MT2OH = 7-0-0 15-0 -0 23 -0-0 I 31 -0-0 I 38-0 -0 7 -0_0 8-0-0 8-0-0 8-0-0 7-0-0 Plate Offsets (X,Y): [2:0- 1- 10,Edge], [5:0- 3- 0,0 -3 -0], [8:0- 1- 10,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.53 12 -13 >847 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -0.86 12 -13 >526 180 MT2OH 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.60 Horz(TL) 0.23 8 n/a n/a BCDL 5.0 Code FBC2004 /TPI2002 (Matrix) Weight: 357 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 *Except* 4 -0 -14 oc purlins. 11 -14 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 6 -2 -10 oc WEBS 2 X 4 SYP No.3 bracing. REACTIONS (lb/size) 2= 3423/0 -3 -8, 8= 3423/0 -3 -8 Max Horz 2 =- 105(Ioad case 5) Max Uplift 2 =- 1819(load case 4), 8=- 1819(Ioad case 5) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/49, 2 -3 =- 6739/3628, 3 -4 =- 6022/3330, 4 -5 =- 9133/5021, 5 -6 =- 9133/5021, 6 -7 =- 6022/3330, 7 -8 =- 6739/3628, 8 -9 =0/49 BOT CHORD 2 -15 =- 3183/5918, 14 -15 =- 4799/8637, 13 -14 =- 4799/8637, 12 -13 =- 5296/9529, 11 -12 =- 4754/8637, 10 -11 =- 4754/8637, 8 -10 =- 3134/5918 WEBS 3 -15 =- 1253/2540, 4 -15 =- 3146/1920, 4- 13=- 290/1035, 5- 13 =- 554/536, Truss Desinn Engineer: Lawrence A. Paine, PE 5- 12=- 554/536, 6- 12=- 290/1035, 6 -10 =- 3146/1920, 7- 10=- 1253/2540 Florida PE No. 21475 Builders FirstSource - Florida, LLC 65.50 Roosevelt Blvd. Jacksonville, FL 32244 JOINT STRESS INDEX 2 = 0.80, 3 = 0.61, 4 = 0.45, 5 = 0.69, 6 = 0.45, 7 = 0.61, 8 = 0.80, 10 = 0.81, 11 = 0.92, 12 = 0.43, 13 = 0.43, 14 = 0.92 and 15 = 0.81 • October 12,2005 Continued on page 2 _ ___ j Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED M ITEK REFERENCE PAGE MH -7473 BEFORE USE Design valid for use only with MiTek connectors This design is based only upon parameters shown, and is for an individual building component to be - ' a. I s ailed and loaded vertically. Applicability of design pararnenters and proper incorporation of component is responsibility of building designer - not truss ; + t.. 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, 000 -89 Bracing Specification, and HIB -91 � .-. , , i• Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Dave, Madison, WI 53719 • Job Truss Truss Type Qty Ply 0 0 J1519853 J133367 T14 ROOF TRUSS 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:23 2005 Page 1 I -2.0 -0 1 4 -9 -4 1 9 -0-0 1 15 -8 -0 i _ 22 -4 -0 I _ 29 -0-0 i 33 -2 -12 - 38 -0 -0 _ 2 -0 -0 4 -9 -4 4 -2 -12 6-8-0 6-8 -0 6 -8 -0 4 -2 -12 4 -9 -4 Scale = 1:69.9 5x6 = 5x6 3x6 = 3x6 = 3x6 4 5 6 7 8 6.00 [12 /� ._.- - -::- =:TAI - - - _t - I 2x4 — 2x4 ----- 3 9 d 4 - t0 2 � • _ _' 01 m = ° 5x6 = 5x6 = 15 14 13 12 11 3x8 = 3x10 MT2OH = 3x6 = 3x10 MT2OH = 3x8 = 9 -0 -0 I 19 -0 -0 _ 29 -0-0 i 38-0-0 9 -0-0 10-0 -0 10 -0-0 9 -0 -0 Plate Offsets (X,Y): [2:0- 1- 11,Edge], [10:0- 1- 11,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.40 13 -15 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.65 13 -15 >694 180 MT2OH 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.18 10 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 186 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 3 -3 -1 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5 -1 -9 oc bracing. WEBS 1 Row at midpt 5 -15, 7 -11 REACTIONS (lb/size) 10= 1580/0 -3 -8, 2= 1707/0 -3 -8 Max Horz 2 =152(load case 5) Max Uplift 10=- 573(Ioad case 6), 2 =- 731(load case 5) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/49, 2 -3 =- 2951/1515, 3 -4 =- 2745/1404, 4 -5 =- 2444/1335, 5 -6 =- 3290/1746, 6 -7 =- 3290/1746, 7 -8 =- 2461/1368, 8 -9 =- 2766/1445, 9 -10 =- 2990/1593 BOT CHORD 2 -15 =- 1244/2577, 14 -15 =- 1485/3179, 13 -14 =- 1485/3179, 12 -13 =- 1498/3185, 11 -12 =- 1498/3185, 10 -11 =- 1333/2621 WEBS 3- 15=- 184/224, 4 -15 =- 331/892, 5 -15 =- 974/548, 5 -13= 0/234, 7- 13= 0/228, Taws Desipr Engineer: Lavnence A. Pause, PE 7- 11=- 967/540, 8 -11 =- 361/907, 9- 11=- 213/284 Flc, =1 No. 21475 Bn ldeos Fust:iorurce - Florida, LLC JOINT STRESS INDEX 6550 Roosevelt Blvd. Jacksonville, FL 32244 2= 0.72,3 = 0.33,4 = 0.61,5 =0. 39,6= 0.73,7= 0.39,8= 0.61,9 =0.33, 10 =0.72, 11 = 0.56, 12 = 0.86, 13 = 0.39, 14 = 0.86 and 15 = 0.56 NOTES 1) Unbalanced roof live loads have been considered for this design. 6 3 2 8 8 0 12,2005 Continued on page 2 ra Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil 7473 BEFORE USE 1 DeLign valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to he Installed a nd loaded vertically Applicability of design paranienteis and proper incorporation of component is responsibility of building designer - not truss in . e ' i designer Bracing shown is for lateral support . of individual web membmi s only Additional temporary bracing to insure stability during construction is the I r '; responsillity of thtor. Aditional permnent bracing o1 e era i the ons of the lding designe. For gn guane °"" `" � a , r� regarding bi fabrication qu cont storage a , delivery, erection th and ov Truss P ll structure s lat consult OST -88 resp Quality lity Standard DSB -89 Braci Speci cation, id and c HIB -91 9 1 —' i b d..w Handling Installing and Bracing Recommendati available front Truss Plate Institute, 583 D'Ono Drive, Madison, W 1 53719 ' - - I Job Truss Truss Type Qty Ply 0 0 J1519854 J13336.7 T15 ROOF TRUSS 1 1 _ __ Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:23 2005 Page 1 • 5 -9 -4 11 -0 -0 16 -9 -0 22 -6 -0 25 -9 -0 I -2-0-0 -- I 2 -0 -0 5 -9 -4 5 -2 -12 5 -9 -0 5 -9 -0 3-3-0 Scale = 1:50.6 4x6 % 3x6 = 2x4 I I 3x6 = 4 5 6 7 - — — --- - - - --- 6.00 12 / / //� / \ H --- .r2 M 2x4Q // o A M _ 3 d 9 5x8 = 8 0 0 3X6 I1 I 2 r \ I ° -- Ern 8 5x6 = 12 11 10 3x8 = 3x6 = 5x14 - Simpson HTU26 11-0 -0 22-6 -0 { 25 -9 -0 11 -0-0 11-6 -0 3 -3 -0 Plate Offsets (X,Y): [2:0- 1- 11,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.31 2 -12 >984 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.53 2 -12 >577 180 BCLL 10.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.12 8 n/a n/a BCDL 5.0 Code FBC2004 /TPI2002 (Matrix) Weight: 145 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 *Except* 4 -2 -4 oc purlins, except end verticals. 6 -10 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 6 -2 -4 oc WEBS 2 X 4 SYP No.3 bracing. REACTIONS (lb/size) 8= 1064 /Mechanical, 2= 1194/0 -3 -8 Max Horz 2= 381(load case 5) Max Uplift 8=- 484(load case 4), 2=- 572(load case 5) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/49, 2 -3 =- 1798/890, 3 -4 =- 1474/700, 4 -5 =- 1266/701, 5 -6 =- 624/309, 6 -7 =- 840/449, 7 -8 =- 931/519 BOT CHORD 2- 12=- 1020/1563, 11- 12=- 644/1111, 10 -11 =- 644/1111, 9 -10 =- 313/661, 6 -9 =- 230/214, 8- 9= -20/36 WEBS 3 -12 =- 345/359, 4 -12 =- 25/343, 5 -12 =- 102/218, 5 -10 =- 690/476, 7 -9 =- 627/1176 JOINT STRESS INDEX 2 = 0.67, 3 = 0.33, 4 = 0.77, 5 = 0.36, 6 = 0.75, 7 = 0.76, 8 = 0.28, 9 = 0.59, 10 = 0.63, 11 = 0.42 and 12 = 0.56 NOTES 1) Wind: ASCE 7 -02; 120mph (3- second gust); h =16ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip Teii D•>i~-:o El,g Lay.ren_e A. Fite, PE DOL =1.60. This truss is flesignecf for C -C for members and forces, and for MWFRS for reactiohia3 PE No. 21475 specified. Builders FirstSrnarce - Florida, LLC s P 6550 Roosevelt Blvd. Jacksonville, FL 32244 2) Provide adequate drainage to prevent water ponding. October 12,2005 Continued on page 2 _ 4� Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI BEFORE USE D - si g n valid f i use only with MiTek connectors This design is based only upon porame. ars shown and is for an individual building component to be w ?, • 1 .. f IIFd and loaded vedlcally. Applicability of design parar centers and proper in corpo•.•.r m of component is responsibility of building designer - not truss ' gt x ;, 3ir' I ncs g er Bracing shown is fur lateral support of individual web members only Addition.. temporary bracing to Insure stability during construction is the lesporsibillity of the erector. Additional perrnanent bracing of the overall structure is the responsibility of the building designer. For general guidance . '..t " ', * ,j. �i j regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 ! 1 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 _ _ ___— - _- _ _ ^ ' ' 'Job I Truss Truss Type Qty Ply 0 0 J1519855 J13336.7 T16 ROOF TRUSS 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:24 2005 Page 1 13 -0 -0 I 17 -6 -4__ I 25-0 -0 i_ 9 1- -- I 6 -10 -15 I — 7 -5-12 0-9-0 2 -0 -0 6 -10 -15 6 -1 -1 4 -6 -4 Scale = 1:50.6 ' 2x4 I I 5x6 % 4x6 = 3x6 I I 5x6 = 5 6 7 8 9 3x6 i - - -_� - — / i 3x6 G 4 / . . — o 1 ,t, a 6.00 12 8 • ar / 13 2w M 5x8 % 11 10 O 1 5 2 x 4 I I 5x8 = `� 2 2x4 II 1 , Simpson HTU26 3x8 % 3.00 I 6 -10-15 13 -0 -0 22 -0 -8 I 25-9 -0 6 -10 -15 6-1 -1 9 -0 -8 3 -8 -8 Plate Offsets (X,Y): [8:0- 3- 0,0 -2 -0], [12:0- 6- 0,0 -3 -10] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.35 12 -13 >869 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.57 12 -13 >528 180 BCLL 10.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.44 10 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 144 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 *Except* 3 -0 -3 oc purlins, except end verticals. 7 -11 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4 -6 -5 oc WEBS 2 X 4 SYP No.3 bracing. REACTIONS (lb /size) 2= 1182/0 -3 -8, 10= 1068 /Mechanical Max Horz 2= 423(load case 5) 0 Max Uplift 2=- 574(load case 5), 10=- 455(load case 4) 0 " r1 6 FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/48, 2 -3 =- 3364/1791, 3 -4 =- 2348/1257, 4 -5 =- 2273/1278, 5 -6 =- 2064/1234, 6 -7 =- 2778/1454, 7- 8=- 2481/1400, 8- 9=- 43/25, 9- 10= -65/42 BOT CHORD 2 -15 =- 1905/3027, 14 -15 =- 1908/3001, 13 -14 =- 1900/3029, 12 -13 =- 1501/2558, 11 -12= 0/45, 7 -12 =- 173/183, 10 -11= -24/23 WEBS 3- 15= 0/179, 3 -13 =- 881/643, 5 -13 =- 284/721, 6 -13 =- 570/392, 6 -12 =- 81/408, Truss DesignEn:* er: Laurence A. Paine, PE 8 -12 =- 1437/2577, 8 -10 =- 1023/588, 10 -12= -30/92 Florida PE No. 21475 Bnildprs FirstSoutce - Florida. LLC JOINT STRESS INDEX 6550 Roosevelt Blvd. Jacksonville, FL 32244 2= 0.77,3 = 0.39,4 = 0.53,5 =0. 59,6= 0.27,7= 0.40,8= 0 = 10 = 0.27, 11 = 0.33, 12 = 0.73, 13 = 0.32, 14 = 0.87 and 15 = 0.33 NOTES 1) Unbalanced roof live Toads have been considered for this design. October 12,2005 Continued on page 2 4 Warning- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE 4e 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 k : Installed and loaded vertically. Applicability of design paramentors and rowel incorporation of corognilent is r. r ponsibihty of b uild r g designer- not truss I - v* . I designer. Bracing shown is for lateral support of individual web members only Additional temporary bran g to insure stability during construction is the °�` k; responsibiltity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance. �>w,, I regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB -89 Bracing Specification, and H113-91 1 =� v` %w [ J Y l Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 I • Job Truss Truss Type Qty Ply 0 0 J1519856 J133367 T17 ROOF TRUSS 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:24 2005 Page 1 I _2 -0-0 7 -10 -15 I 15 -0 -0 _ I _ 23-0 -0 I 25 -9_0 _� 2-0-0 7 -10 -15 7 -1 -1 8 -0-0 2 -9 -0 Scale = 1:50.3 5x8 % 5x14 5 6 �;� 3x6 J /i _ 1 J - 3x6 i , 0 3x6 i - . /�- 0 o 4 c5,3 / 3 `1 u' 6.00 12 10' r n e 10 12 r` N 5x8 % 13 4x6 % 4 4 10 9 8 0 2 2x4 I I 2x4 II 3x6 = ` ro g 101 co 2x4 1 Co Simpson HTU26 3x8 = 3.00 HT I 7 -10 -15 15 -0-0 I 22 -0 -8 1 23 -0-q 25-9 -0 7 -10-15 7 -1 -1 7 -0 -8 0-11 -8 2 -9 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) -0.30 2 -14 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.48 2 -14 >635 180 BCLL 10.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.35 8 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 145 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 *Except* 2 -7 -15 oc purlins, except end verticals. 10 -15 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4 -6 -7 oc WEBS 2 X 4 SYP No.3 bracing. WEBS 1 Row at midpt 3 -12, 6 -12 REACTIONS (lb/size) 2= 1197/0 -3 -8, 8= 1085 /Mechanical Max Horz 2= 440(load case 5) Max Uplift 2=- 589(load case 5), 8=- 411(load case 5) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/48, 2 -3 =- 3358/1793, 3 -4 =- 2086/1126, 4 -5 =- 1931/1150, 5 -6 =- 1818/1130, 6 -7 =- 1815/1001, 7 -8 =- 1037/584 BOT CHORD 2 -14 =- 1896/3022, 13- 14=- 1898/2990, 12 -13 =- 1888/3017, 11- 12=- 1000/1960, 9- 10 =0/0, 8 -9 =- 16/12, 9 -11 =0/72, 6 -11 =- 129/540 WEBS 3 -14= 0/239, 3 -12 =- 1113/792, 5 -12 =- 127/484, 6 -12 =- 294/196, 7 -11 =- 869/1614, 8 -11= -20/35 JOINT STRESS INDEX 2 = 0.77, 3 = 0.39, 4 = 0.61, 5 = 0.68, 6 = 0.59, 7 = 0.79, 8 = 0.41, 9 = 0.33, 10 = 0.33, 11 = 0.74, 12 = 0.35, 13 = 0.93, 14 = 0.33 and 15 = 0.33 NOTES Truss Lie;i;^1 : ne Eeer: Lawrence A. Paine, PE Florida PE No. 21475 1) Unbalanced roof live loads have been considered for this design. Builders Firstgource - Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 October 12,2005 Continued on page 2 ,k, Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1 -7473 BEFORE USE A�X ct Design valid for use only with MiTek conneors. This design Is based only upon parameters shown, and is for an individual building component to be 1 �' . fi4.$ ' `e i I d lied and loaded vertically, Applicab lity of design paramenlers and proper incorporation of corponen1 is responsib i ly of building designer - nol truss �l � ,� - � signer. Bracurg shown is For lateral eupport of individual web members only. Additional temporary brae ng In insure stability during construction is the i ' responsibillity of the erector. Add itional permanent braang of the overall structure is the responsibilit of the buldin designer. For general guidance . r, ,l ;; - � " regard mg fabr cation, quality control, storage, delivery, erection and bracing, consult DST -68 Quality Standard DS B -89 Bracing Specification, and HIB -91 tr i Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 • ' Job Truss Truss Type Qty Ply 0 0 J1519857 J133367 T18 ROOF TRUSS 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:25 2005 Page 1 6-2 -10 tt-7 -5 1 17 -0 -0 _ 1 21 -0 -0 1 -0 - 8 25-9 -0 — 1 2-0-0 6 -2 -10 - -2 -0 -0 �-- I 4 -0 -0 1-0-8 3-8-8 5 -4 -11 5-4 -11 Scale = 1:52.1 4x6 % 5x6 = 6 7 2x4 0 �, Is �7 8 3x6 3x0 i �� 9 3x6 - %�� — = 6 q 1 , 2x4 = 10 -, 3 13 6.00 12 4 4 E>• 3x8 % at 14 15 3x % 11 10 ° 0 2 3x6 % 2x4 II 3x6 = ° Simps HTU26 3x6 % 3.00 riT 8 -10-15 i 17 -0 -0 22 -0-8 1 25 -9 -0 8 -10 -15 8 -1 -1 5 -0 -8 3 -8 -8 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.29 2 -15 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.75 Vert(TL) -0.47 2 -15 >644 180 BCLL 10.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.26 10 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 149 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 • 3 -1 -7 oc purlins, except end verticals. WEBS 2 X 4 SYP No -3 BOT CHORD Rigid ceiling directly applied or 4 -4 -7 oc bracing. REACTIONS (lb/size) 2= 1194/0 -3 -8, 10= 1064 /Mechanical Max Horz 2= 457(Ioad case 5) Max Uplift 2=- 597(load case 5), 10=- 442(load case 5) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/48, 2 -3 =- 3387/1918, 3 -4 =- 3007/1632, 4 -5 =- 2940/1643, 5 -6 =- 1657/972, 6 -7 =- 1437/944, 7 -8 =- 1409/911, 8- 9=- 1448/852, 9 -10 =- 1014/625 BOT CHORD 2 -15 =- 2029/3064, 14 -15 =- 1490/2279, 13 -14 =- 1486/2333, 12 -13 =- 667/1227, 11 -12 =0/51, 8 -12 =- 96/151, 10- 11 = -3/12 WEBS 3 -15 =- 326/410, 5 -15 =- 228/670, 5 -13 =- 850/667, 6 -13 =- 179/446, 7 -13 =- 245/434, 7 -12 =- 132/212, 9 -12 =- 715/1274, 10- 12 = -11/8 JOINT STRESS INDEX 2= 0. 77, 3= 0. 33, 4= 0. 74, 5= 0. 43, 6= 0. 66, 7= 0.30,8 = 0.36,9= 0.63, 10 = 0.37, 11 = 0.33, 12 = 0.58, 13 = 0.62, 14 = 0.87 and 15 = 0.42 NOTES Tens Design Exk neer: La acne A. Pain ?, PE 1) Unbalanced roof live loads have been considered for this design. onda PE Ho. 2147 2) Wind: ASCE 7 -02; 120mph (3- second gust); h =16ft; TCDL =4.2psf; BCDL= 3.0psf; Category II; First $ oun? - F1criy LLC rs B; enclosed; MWFRS gable end zone and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip 6550 Roosevelt Blvd. Jacksonville, FL 32244 DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions October 12,2005 specified. Continued on page 2 1 A Warn - Ver design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 9111 -7473 BEFORE USE yy fi Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is fnr an individual building component to be & , 1 # ' , i I .Aat and loaded ver`ically, Applicability of design paramenters and proper incorporation of component is a..ponsib lily of building designer not Truss r . �. - designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to stability during construchnn is the 1 responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance ' � &+� c ,,> � rk�+t , regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB-89 Bracing Specification, and 1-193-91 ... s i [ Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Job Truss Truss Type Qty Ply 0 0 J1519858 J133367 ' T19 ROOF TRUSS 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:25 2005 Page 1 -2 -0-0 _+ 13 -2 -0 i 19 -3 -0 I 2-0-0 13 -2 -0 6-1 -0 Scale = 1:43.1 3x6 = 8 7 Ai 9 29 6 6 5x6 5 t0 - y 2 -0 -0 � 3x6 i ',� 4 28 3x6 i N 6.00 12 � � M 3 Y ' J 2 ' Y Y Y ilia Y Y Y Y ra Y "tttlll t + ..::: ... .. _ .... i : : ; . ii: }: =: : : is 5x8 = 19 18 17 16 15 14 13 12 11 + Member must be laterally braced for horizontal wind loads. 4x6 = 3x6 = 3x6 = Bracing and connections to be specified by the building designer. 19-3-0 19-3 -0 Plate Offsets (X,Y): [2:0- 4- 0,0 -3 -1], [8:0- 3- 0,Edge], [10:0- 3- 0,0 -1 -8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.21 2 -19 >470 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) 0.18 2 -19 >547 180 BCLL 10.0 Rep Stress Incr NO WB 0.40 Horz(TL) -0.01 19 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 139 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 6 -0 -0 oc purlins, except end verticals. WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing 10 -11 2 X 4 SYP No.2 , Except: OTHERS 2 X 4 SYP No.3 8 -9 -6 oc bracing: 2 -19 10 -0 -0 oc bracing: 11 -12. REACTIONS (lb/size) 11=- 27/11 -7 -0, 2= 476/0 -3 -8, 15= 356/11 -7 -0, 16= 76/11 -7 -0, 18 =- 238/11 -7 -0, 14= 584/11 -7 -0, 13= 44/11 -7 -0, 12= 310/11 -7 -0, 19= 1129/11 -7 -0 Max Horz 2= 308(load case 5) Max Uplift 11=- 68(load case 9), 2=- 393(load case 5), 15=- 226(load case 5), 16=- 26(load case 3), 18=- 238(load case 9), 14=- 353(load case 5), 13=- 6(load case 6), 12=- 229(load case 6), 19=- 989(load case 5) Max Gray 11= 103(load case 6), 2= 482(load case 9), 15= 370(load case 9), 16= 76(load case 9), 18= 216(load case 3), 14= 584(Ioad case 1), 13= 45(load case 10), 12= 310(load case 1), 19= 1129(load case 1) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/49, 2 -3 =- 450/284, 3 -4 =- 429/291, 4 -28 =- 181/22, 5 -28 =- 336/223, 5 -6 =- 303/219 , 6 -29 =- 53/41, 7- 29=- 158/204, 7 -8 =- 50/126, 10- 11=- 216/112, 8- 9= -5/76, 9 - = - 223/253 Tnis Desi, ,pi Engineer: Laurence A. Paine, PE BOT CHORD 2 -19 =- 441/400, 18- 19=- 113/199, 17 -18 =- 113/199, 16 -17 =- 113/199, 15- 16=- 113/1118SdaPE No. 21475 , 14- 15=- 113/199, 13 -14 =- 113/199, 12 -13 =- 113/199, 11- 12= -77/61 Buil/len FirstSource - Flori3a, LLC WEBS 7 -15 =- 319/325, 9 -14 =- 525/618, 6- 19=- 449/596, 4 -27 =- 530/679, 19 -27 =- 582 /745n550 Roosevelt Blvd. Jacksonville, FL 32244 5 -27 =- 127/164, 10 -12 =- 338/540 October 12,2005 Continued on page 2 I,„4, Warnin -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE r e s i gn valid fur use only with MiTek connectors This design is based only upon parameters shown, and is for an individual building component to he , > I 1 Ile ane1 loaded vertically. Applicability of design pararnenters and proper incorporation of component is responsibility of building designer - not tmss ( 't ;& i, ' ` 5 i, , r 4 1 r Brach shown is for lateral support of individual web members only Additional temporary bracing to insure stability durin construction is the 9s PP Y P orar Y 9 Y 9 `;10,‘,3,l ponsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance I r ' "'"` 1 i rcy rdin9 fabrication, quality control, storage, delivery, erect and bracing, consult QST-88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 i �I {I 4 an I and B Re c ommen dation availabl f rom Truss Plate Institute, 583 13 Onofrio Drive Madison, W 1 53719 ^`I ' Job Truss Truss Type Qty Ply 0 0 J1519859 J13336,7 ' T20 ROOF TRUSS 1 1 Job Reference (optional) L _— Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:26 2005 Page I -2 -0-0 6 -10 -4 — I - 13 -2 -0 19 -3-0 2-0-0 6 10 4 6 -3 -12 6-1 -0 Scale = 1:43.2 5x6 = 5 it 3x6 i 4 �- 3x6 11 2x4 VA �� 6 i 6.00 12 3 4 At: Y a d M 1 re 10 CO 2 " 3x8 = 9 8 7 3x6 = 3x6 = 5x6 = 1 7 -9 -4 1 19 -3-0 I 7.9.4 11 -5 -12 Plate Offsets (X,Y): [2:0- 0- 10,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 0.32 2 -9 >287 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.48 7 -9 >285 180 BCLL 10.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 7 n/a n/a • BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 99 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 6 -0 -0 oc purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 1 Row at midpt 5 -9, 5 -7 REACTIONS (lb/size) 2= 414/0 -3 -8, 9= 851/0 -3 -8, 7= 447/0 -3 -8 Max Horz 2= 326(load case 5) Max Uplift 2=- 360(load case 5), 9=- 534(load case 5), 7=- 185(load case 6) 3 FORCES (lb) - Maximum Compression /Maximum Tension 0 - 6 3 2 6 8 TOP CHORD 1 -2 =0/49, 2 -3 =- 188/25, 3 -4 =- 90/71, 4 -5 =- 15/92, 5 -6 =- 210/108, 6 -7 =- 231/179 BOT CHORD 2 -9 =- 104/99, 8 -9 =- 97/172, 7 -8 =- 97/172 WEBS 3 -9 =- 353/445, 5 -9 =- 258/188, 5 -7 =- 90/145 JOINT STRESS INDEX 2= 0.72,3= 0.33,4 = 0.15,5= 0.58,6 = 0.49,7= 0.6 = and 9 = 0.50 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 120mph (3- second gust); h =16ft; TCDL =4.2psf; BCDL= 3.0psf; Category II; F t s Deoi Eoigineer: Lawrence A. Paine, PE B; enclosed; MWFRS gable end zone and C -C Exterior(2) zone; porch left exposed; Lumber Florida PE 14o. 21475 DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and four Fnstscn t e - Florida, LLC MWFRS for reactions specified. 6550 Roosevelt Blvd. Jacksonville, FL 32244 3) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi October 12,2005 Continued on page 2 41, Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0 -7473 BEFORE USE 1 00. ign 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 t died and loaded vertically Applicability of des yn i. t amen,�,rs an0 p open ncorporation of component is responsibility of building designer - not truss e.: goer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the ^ - ' r +sponstbillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance , ,fi ttt 1p regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 a ,,,1 ��'I. , � ; Harding Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 5• Job Truss Truss Type Qty Ply 0 0 J1519860 J133347 T21 ROOF TRUSS 4 1 _ Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:26 2005 Page 1 6-10 -4 13 -2 -0 --+ 19-3-0 . 6-10 -4 6-3-13 6 -1 -0 4x6 = Scale = 1:42.3 3 a j \ 6.00 [12 // --1:- % �� 3x6 \ 5x6 4 • 0 o5 1 A y IJ " t� r co CI 0 3x6 = 8 7 6 5 2x4 If 3x6 = 3x8 = 3x6 II 6 -10-4 i 13 -2 -0 19 -3 -0 6 -10-4 6 -3 -13 6-1 -0 Plate Offsets (X,Y): [4:Edge,0 -1 -12] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.26 1 -8 >875 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.45 Vert(TL) 0.22 1 -8 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.61 Horz(TL) -0.03 5 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 100 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 5 -1 -2 oc purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4 -4 -4 oc bracing. REACTIONS (Ib /size) 1= 796/0 -3 -8, 5= 796/0 -3 -8 Max Horz 1= 250(load case 5) Max Uplift 1=- 618(load case 5), 5=- 616(load case 5) FORCES (Ib) - Maximum Compressloh Maximum Tension TOP CHORD 1 -2 =- 1309/1644, 2 -3 =- 670/894, 3 -4 =- 658/890, 4 -5 =- 708/923 BOT CHORD 1 -8 =- 1581/1099, 7 -8 =- 1581/1099, 6 -7 =- 1581/1099, 5 -6= -79/58 WEBS 2 -8 =- 458/233, 2 -6 =- 668/1005, 3 -6 =- 470/241, 4 -6 =- 730/559 JOINT STRESS INDEX 1 = 0.63, 2 = 0.48, 3= 0.83,4 =0.62, 5= 0.61,6= 0.72,7 =0.43 and 8 = 0.33 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 120mph (3- second gust); h=l6ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp B; enclosed; MWFRS gable end zone and C -C Exterior(2) zone; porch left 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. Taws Design Engineer: Laovrence A. Paine, PE 3) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Florida PE ado. 21475 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61§ nilders FixatSoux e - Florida LLC Ib uplift at joint 1 and 616 Ib uplift at joint 5. 6550 Roosevelt Blvd. Janksomrille, FL 32244 Continued on page 2 October 12,2005 44, Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER. REFERENCE PAGE MII -7473 BEFORE USE .ki' : sto Design valid for use only with MiTek connectors. This design is based only upon parameters shown, ands for an indivduat building component to be : . * Installed and loaded vertically. Applicability of design paramenters a ad f roper n' corporation of ccmpor e t - spon sl; l ty of budding designer - not truss t' esiyner. Bracing shown is for lateral support of individual web members only Additional temporary bracing to insure stability during construction is the Us , i a r respnnsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance re Specification, ; ,r ,.� ardin fabrication, ualit control, storage, delive erection and bracing, consult OST -88 Quality Standard, DS6 -89 Bracing and H10 -91 'r'''' ,E irS Sc r 9 9 9 Y 9 N. 9, ry g I �! t I Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, W 1 53719 L Job Truss Truss Type Qty Ply 0 0 J1519861 J133367 T22 ROOF TRUSS 1 _ _ _ Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:27 2005 Page 1 4-9-0 8 -11 -8 13 -2 -0 __ 16 -0 -12 19 -3 -0 i 4-9-0 4.2.8 4.2_8 2 -10 -12 3-2-4 4x6 = Scale = 1:42.9 • 4 P2t1 3x6 3x8 - 6.00 �2 / 3 3x6 u 6 3x6 % I 2 0 oi 8 _4 ��.x8 i ■ 12 11 10 9 6 7 3x6 II 6x8 = 4x6 = 10x12 = 10x12 = 4 -9 -0 I 8-11-8 13 -2 -0 l 19 -3 -0 4-9 -0 4 -2 -8 4 -2 -8 6-1 -0 Plate Offsets (X,Y): [10:0- 3- 8,0 -3 -0] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) -0.14 10 -11 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.22 10 -11 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.61 Horz(TL) 0.05 7 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 264 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 6 SYP No.1 D 4 -0 -3 oc purlins, except end verticals. WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 8 -10 -1 oc 6 -7 2 X 4 SYP No.2 bracing. REACTIONS (lb/size) 1= 5845/0 -3 -8, 7= 5460/0 -3 -8 Max Horz 1= 246(load case 4) Max Uplift 1=- 2784(Ioad case 4), 7=- 2579(load case 4) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 9441/4443, 2 -3 =- 6650/3162, 3 -4 =- 4121/1998, 4 -5 =- 4080/2011, 5 -6 =- 341/190, 6 -7 =- 306/188 BOT CHORD 1- 12 =0/0, 1 -11 =- 4142/8392, 10 -11 =- 4142/8392, 9 -10 =- 2881/5903, 8- 9=- 2881/5903, 7 -8 =- 1160/2435 WEBS 2 -11 =- 1079/2419, 2- 10=- 2847/1442, 3 -10 =- 1546/3294, 3 -8 =- 3278/1678, Truss Design Engineer: Lawrence A. Paine, PE 4,8 =- 1606/3364, 5- 8=- 1118/2428, 5- 7=- 4358/2083 Flotida PE No. 21475 Builder, FitstSource - Florida, LLC JOINT STRESS INDEX 6550 Roosevelt Blvd. Jacksonville, FL 32244 1 = 0.87, 2 = 0.87, 3 = 0.95, 4 = 0.79, 5 = 0.79, 6 = 0.36, 7 = 0.46, 8 = 0.25, 9 = 0.72, 10 = 0.44 and 11 =0.38 October 12,2005 Continued on page 2 44, Warnin - Verif design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M147473 BEFORE USE i , p' Design valid for use only with MiTek connectors. This design is based only upon parameters shown, ands for an individual building component to he �' I rs�a11 4 and loaded vertirally. AppLcab lily of design parz-nentnrs and proper Incorporation of component is responsibility of huiltling designer -not truss y . � i designer. Bracing s5 wo is for late . I support of individual web members only. Additional temporary brdcinq to insure stabildy during construction is the 1 responsibillity of the erector. Additional permanent bracing of the overall tructure is the responsibty of the building designer. For general guidance;# �" .�, 1 regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB -89 Bracing Specification, and HIB-91 „ Sib S 4+e Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 �\ Job - Truss Truss Type Qty Ply 0 0 J1519862 J13336 T23 ROOF TRUSS 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Oct 11 12:35:27 2005 Page 1 { -- -2-0-0 4 -5 -12 + 8 -11 -8 { 10 -11 -8 { 2 -0-0 4 -5 -12 4 -5 -12 2-0-0 Scale = 1:22.0 3x6 = 5 2x4 II 2x4 II 6 4 3x6 i iiiiii3:.(6 c 6.00 12 3 1 2x4 = 5x8 II 2x4 II 2x4 I I 5x8 I 8 -11 -8 8 -11 -8 Plate Offsets (X,Y): [2:0- 3- 8,Edge], [2:0- 2- 8,Edge], [5:0- 3- 0,Edge], [8:0- 2- 8,Edge], [8:0- 3- 8,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.04 9 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.07 9 n/r 90 BCLL 10.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 42 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 8 -11 -8 oc purlins. OTHERS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. REACTIONS (lb/size) 2= 498/8 -11 -8, 8= 498/8 -11 -8, 11= 382/8 -11 -8, 10= 382/8 -11 -8 Max Horz 2=- 79(load case 6) Max Uplift 2=- 352(load case 5), 8=- 355(load case 6), 11=- 153(load case 6), 10=- 157(load case 5) Max Gray 2= 506(load case 9), 8= 506(Ioad case 10), 11= 388(load case 9), 10= 388(Ioad case 10) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 30/102, 2 -3 =- 95/59, 3 -4 =- 125/202, 4 -5 =- 37/100, 5 -6 =- 31/100, 6 -7 =- 125/202, 7 -8 =- 95/60, 8 -9 =- 30/102 BOT CHORD 2 -11 =- 116/267, 10 -11 =- 116/267, 8 -10 =- 116/267 Truss Design Engineer: Lawrence A. Paine, PE WEBS 4- 11=- 301/246, 6 -10 =- 301/246 Florida PE No. 214 E l lers FirstSource - Florida, LLC JOINT STRESS INDEX 6550 Roosevelt Blvd. Jacksonville, FL 32244 2 = 0.70, 2 = 0.00, 3 = 0.00, 3 = 0.38, 4 = 0.13, 5 = 0.04, 6 = 0.13, 7 = 0.00, 7 = 0.38, 8 = 0.70, 8 = 0.00, 10 = 0.14 and 11 = 0.14 NOTES 1) Unbalanced roof live loads have been considered for this design. October 12,2005 Continued on page 2 I , a Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE �rr� 0 sign valid for use only with MiTek connectors. This designs based only upon parameters shown, and is for an individual building component to be .4 g' t r st ,led and loaded vertically. Applicability of design pavan enters and proper incorporation of component is responsibility of b wilding designer - not truss ?. . u signer 0 racing shown is fo r lateral support of inddual web mebers onl Acd atonal temporar bracin to insure slabIlIty during construction is the Is R regarding _ i I re ardi n b 11 ty of the erector Additional p ermanent bracing of the m overall structure is the responsibi of th e bwldmg designer. F or general guidance '''''''':;''':''''S ` + g fabrication, quali control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 - 1 +.�., S ur 1 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotno Drive, Madison, WI 53719 ' r - 0 r CA i �� o X m _, x, D I ' o 5 n n o°� 5 4 nm� o — �� 0 N D-. o° 0 o � � .� CC � > �Q D N (D( D Nix 0� NN(D Z o (p o CD . p ' a a n O WN - 0000 0 C _ D n 0 0, 0 : CO 6' 0- N N Q ° - 0 o O n Q O n O 0 "0 0 < O, Q° 0 0 (fl 0 0 S g O n a 0 0 �O D ° u o� 3 n no m o Q o mo o �D° n 0E . QO z 00 0 o D o m oco Q — � m 5 --1 O O n (D 3 N0 O 3 0 (D n -+ � C ,„ �, ( 5 - O n ,. ,; , (D � 0 0 2 . co (D 0 c a� QD Z • n O N Q D a 7 0 C� (D n a m a a- C Z g n co O 0 m y A 6- TOP CHORD ` , , g A C7 n O n Z 111 Z ➢ rn m r n c -. m m St D m O = L _ (D P U P ,0 P 0 "i LI m <^ © W �p C N A `D p C z Z n /� (D < CO N r G) C 2 CO m . D ^' O. -Dv O 3 S m =m w H m (D rn O G A r 0 N D On H N M Z ,_ m ` A m of O V 0:5Z 3 1.1 Zm 1--1 P W ® . - b 8268 TOP CHORD , 0 co v a (n W NJ 0 Q @ Cn A W N O Q 0() (D D On➢ Ca -0 (0 5' ' - O D - N(� -0C EC OC opp'v OCR O � l'' up w �� cQ�o Q � 03 � �o o - o ° 0 0 3 o � m 3 �a 0 - � -, ` o' - 0 DQ ° < ° < a ii ^^ BOO �O ,, 0- . , p a 3 ma n CD �� rnN N � °° , 0 0 00 al rt V, 3 O3 0 0 c( � on. p R . � n 0 (D <0(D 0 0O C - p 0 0(° (D O .1 O ° C N C n O < O (° 3 ( Q 3 a s 0 6 3 a (D 7, • -0 n Q 3 o S O (D O 0 a a O O-n al (D Q. D.-, 0 O T W a (p 0 ° Q n 0 Q n ,„ - O D O (D (D 0 0 –3. o ,,, p " O Q O- a O v O O Q ,„ 3 . � - O R. o D -g,,, o ( 5.170 `, 4(0 0 71 / _ �0 D Q CQ p_a co ,a,.,) 0- a 0 ( �D 00 Q =O ( .7 ) ,_. < 0.•-(; �0 v, Qa) 0 – oo f� M ° Q� o(D o. � 2� o �_6 n.0- -0 3D 3� � (�o � 3 o c Q m O "'e G (D O : c 3 0 Q a s 0 a (D n I + n 0 0 n 0 m °(n o � 3 °_ o° Q � m s._, Q o0 3 0 ° cc 3 -� 0 � <O a , __ Q c — o a N n o c P c 3 ° ° o a �' o• co � - 0 Q o 0 a o a � C p co • ^ O O 0 p O (D p O C N O ( Q ' N � n O c -O o(0 C ..4.0 a p D D D0. ( D 0 T-a6 0 0 0 0 -• 3o 0 ° a '^o m X10 ( QQ ° ( o Q� c °N �o a� o 03 3° am � O � - 1 v (15- Q 3 (D ( 0 O Q ID O `< o mQ 3 ��Q � o ` -� Q3 3 - Z o a oQ Q � 0 Q 0 IA FORM 600A -2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: RE Home Investors Lt 6 Jasmine Builder: RIE Home Investors Address: Lot 6 Jasmine Permitting Office: Atlantic Beach City, State: Atlantic Beach, FL Permit Number: Owner: Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi - family Single family - a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number of units, if multi- family 1 - SEER: 13.00 - 4. Number of Bedrooms 3 - b. N/A - 5. Is this a worst case? Yes - - 6. Conditioned floor area (ft') 1844 ft' - c. N/A _ 7. Glass typel and area: (Label regd. by 13- 104.4.5 if not default) - a. U- factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. (Dble Default) 207.0 ft' - a. Electric Heat Pump Cap: 36.0 kBtu/hr - b. SHGC: HSPF: 7.50 - (or Clear or Tint DEFAULT) 7b. (Clear) 207.0 ft' - b. N/A - 8. Floor types - a. Slab -On -Grade Edge Insulation R=0.0, 183.9(p) ft - c. N/A - b. N/A - - c. N/A - 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons - a. Frame, Wood, Exterior R =11.0, 1120.0 ft - EF: 0.91 - b. Frame, Wood, Adjacent R =11.0, 188.2 ft - b. N/A - c. N/A - - d. N/A - c. Conservation credits - e. N/A - (HR -Heat recovery, Solar 10. Ceiling types - DHP- Dedicated heat pump) a. Under Attic R =30.0, 1861.0 ft' 15. HVAC credits - b. Under Attic R =19.0, 104.0 ft' - (CF- Ceiling fan, CV -Cross ventilation, c. N/A - HF -Whole house fan, 11. Ducts - PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R =6.0, 148.0 ft MZ- C- Multizone cooling, b. N/A - MZ- H- Multizone heating) Glass /Floor Area: 0.11 Total as -built points: 24241 PASS Total base points: 26860 1 hereby certify that the plans and specifications covered by Review of the plans and .. •` 1dE sT,� j; • this calculation are in compliance with the Florida Energy specifications covered by this y o Code. � � calculation indicates compliance .„ ' ; PREPARED BY (Jl wi th the Florida Energy Code. P. .'= s • � e " "� °; "" >•J� • ° ' � � B efore construction is completed ' a all= `" 4 DATE: f 3� J 1��D : 0 W Ili ' a this building will be inspected for ':. „ < F l,,a ,, .. _ I hereby certify that this building, as designed, is in compliance compliance with Section 553.908 rid;, with the Florida Energy C Florida Statutes. ' c ' b 1NE'i'` OWNER /AGENT. BUILDI OFFICIAL: fir- C _ - DATE: k [�l )04, DATE: ` 2 - '7 • t) G 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2 &4. EnergyGauge® (Version: FLRCSB v4.0) FORM 600A -2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details 1 ADDRESS: Lot 6 Jasmine, Atlantic Beach, FL, PERMIT #: BASE I 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 1844.0 20.04 6651.7 Double, Clear W 1.3 8.0 24.0 38.52 0.97 899.1 Double, Clear W 1.3 16.5 24.0 38.52 1.00 921.2 Double, Clear S 1.3 5.0 16.0 35.87 0.85 485.2 Double, Clear E 1.3 8.0 36.0 42.06 0.97 1471.7 Double, Clear E 1.3 8.0 36.0 42.06 0.97 1471.7 Double, Clear E 1.3 8.0 40.0 42.06 0.97 1635.2 Double, Clear E 1.3 8.0 18.0 42.06 0.97 735.8 Double, Clear N 1.3 5.0 13.0 19.20 0.93 233.1 As -Built Total: 207.0 7853.1 WALL TYPES Area X BSPM = Points Type R -Value . Area X SPM = Points Adjacent 188.2 0.70 131.7 Frame, Wood, Exterior 11.0 1120.0 1.70 1904.0 Exterior 1120.0 1.70 1904.0 Frame, Wood, Adjacent 11.0 188.2 0.70 131.7 Base Total: 1308.2 2035.7 As -Built Total: 1308.2 2035.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Wood 21.0 6.10 128.1 Exterior 21.0 6.10 128.1 Adjacent Wood 18.0 2.40 43.2 Base Total: 39.0 171.3 As -Built Total: 39.0 171.3 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1844.0 1.73 3190.1 Under Attic 30.0 1861.0 1.73 X 1.00 3219.5 Under Attic 19.0 104.0 2.34 X 1.00 243.4 Base Total: 1844.0 3190.1 As -Built Total: 1965.0 3462.9 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 183.9(p) -37.0 - 6804.3 Slab -On -Grade Edge Insulation 0.0 183.9(p -41.20 - 7576.7 Raised 0.0 0.00 0.0 Base Total: - 6804.3 As -Built Total: 183.9 - 7576.7 INFILTRATION Area X BSPM = Points Area X SPM = Points 1844.0 10.21 18827.2 1844.0 10.21 18827.2 EnergyGauge® DCA Form 600A -2004 EnergyGauge® /FIaRES'2004 FLRCSB v4.0 FORM 600A -2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lot 6 Jasmine, Atlantic Beach, FL, PERMIT #: BASE AS -BUILT Ir Summer Base Points: 24071.8 Summer As -Built Points: 24773.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier • Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 36000 btuh ,SEER/EFF(13.0) Ducts: Unc(S),Unc(R),Gar(AH),R6.0(INS) 24774 1.00 (1.09 x 1.147 x 0.95) 0.263 1.000 7724.9 24071.8 0.4266 10269.0 24773.6 1.00 1.188 0.263 1.000 7724.9 EnergyGaugeTM DCA Form 600A -2004 EnergyGauge® /FIaRES'2004 FLRCSB v4.0 • FORM 600A -2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 6 Jasmine, Atlantic Beach, FL, PERMIT #: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Omt Len Hgt Area X WPM X WOF = Pointe- .18 1844.0 12.74 4228.7 Double, Clear W 1.3 8.0 24.0 20.73 1.01 501.1 Double, Clear W 1.3 16.5 24.0 20.73 1.00 498.1 Double, Clear S 1.3 5.0 16.0 13.30 1.13 240.4 Double, Clear E 1.3 8.0 36.0 18.79 1.01 686.6 Double, Clear E 1.3 8.0 36.0 18.79 1.01 686.6 Double, Clear E 1.3 8.0 40.0 18.79 1.01 762.9 Double, Clear E 1.3 8.0 18.0 18.79 1.01 343.3 Double, Clear N 1.3 5.0 13.0 24.58 1.00 320.4 As -Built Total: 207.0 4039.5 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 188.2 3.60 677.5 Frame, Wood, Exterior 11.0 1120.0 3.70 4144.0 Exterior 1120.0 3.70 4144.0 Frame, Wood, Adjacent 11.0 188.2 3.60 677.5 Base Total: 1308.2 4821.5 As -Built Total: 1308.2 4821.5 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Wood 21.0 12.30 258.3 Exterior 21.0 12.30 258.3 Adjacent Wood 18.0 11.50 207.0 Base Total: 39.0 465.3 As -Built Total: 39.0 465.3 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1844.0 2.05 3780.2 Under Attic 30.0 1861.0 2.05 X 1.00 3815.0 Under Attic 19.0 104.0 2.70 X 1.00 280.8 Base Total: 1844.0 3780.2 As -Built Total: 1965.0 4095.8 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 183.9(p) 8.9 1636.7 Slab -On -Grade Edge Insulation . 0.0 183.9(p 18.80 3457.3 Raised 0.0 0.00 0.0 Base Total: 1636.7 As -Built Total: 183.9 3457.3 INFILTRATION Area X BWPM = Points Area X WPM = Points 1844.0 -0.59 - 1088.0 1844.0 -0.59 - 1088.0 EnergyGaugee DCA Form 600A -2004 EnergyGauge® /FIaRES'2004 FLRCSB v4.0 FORM 600A -2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lot 6 Jasmine, Atlantic Beach, FL, PERMIT #: BASE AS -BUILT Winter Base Points: 13844.4 Winter As -Built Points: 15791.5 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 36000 btuh ,EFF(7.5) Ducts :Unc(S),Unc(R),Gar(AH),R6.0 15791.5 1.000 (1.069 x 1.169 x 0.95) 0.455 1.000 8523.8 13844.4 0.6274 8686.0 15791.5 1.00 1.187 0.455 1.000 8523.8 EnergyGauge DCA Form 600A -2004 EnergyGauge® /FIaRES'2004 FLRCSB v4.0 FORM 600A -2004 EnergyGaugee 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details • ADDRESS: Lot 6 Jasmine, Atlantic Beach, 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 3 2635.00 7905.0 50.0 0.91 3 1.00 2663.96 1.00 7991.9 As -Built Total: 7991.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 10269 8686 7905 26860 7725 8524 7992 24241 PASS 1 „ ••c': " u /. a Le ,,: � � •...'4 j . EnergyGauge DCA Form 600A -2004 EnergyGauge ®!FIaRES'2004 FLRCSB v4.0 • FORM 600A -2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: Lot 6 Jasmine, Atlantic Beach, FL, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & 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 walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 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 walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -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 by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir 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 - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. \� Common ceiling & floors R -11. EnergyGaugem DCA Form 600A -2004 EnergyGaugeO /FIaRES'2004 FLRCSB v4.0 • ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.9 The higher the score, the more efficient the home. , Lot 6 Jasmine, Atlantic Beach, FL, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number of units, if multi - family 1 _ SEER: 13.00 4. Number of Bedrooms 3 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft 1844 ft _ c. N/A _ 7. Glass typel and area: (Label reqd. by 13- 104.4.5 if not default) _ a. U- factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. (Dble Default) 207.0 ft _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ b. SHGC: HSPF: 7.50 _ (or Clear or Tint DEFAULT) 7b. (Clear) 207.0 ft _ b. N/A _ 8. Floor types _ a. Slab -On -Grade Edge Insulation R =0.0, 183.9(p) ft _ c. N/A b. N/A c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Frame, Wood, Exterior R =11.0, 1120.0 ft _ EF: 0.91 _ b. Frame, Wood, Adjacent R= 11.0,188.2 ft - b. N/A c. N/A d. N/A _ c. Conservation credits - e. N/A _ (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R =30.0, 1861.0 ft _ 15. HVAC credits b. Under Attic R =19.0, 104.0 ft _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R =6.0, 148.0 ft _ MZ- C- Multizone cooling, b. N/A _ MZ- H- Multizone 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) in this home before final inspection. Otherwise, a new EPL Display Card will be completed 1'�` °� P P Y P �,•% • 12• based on installed Code compliant features. " 0 Builder Signature: Date: �' `t �I ' f Address of New Home: City/FL Zip: .�oD. *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStar your home may qualms for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec. ucf. edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass output on pages 2 &4. 1nergyGauge® (Version: FLRCSB v4.0) RIGHT -J LOAD AND EQUIPMENT SUMMARY Entire House Energy Design Systems Job: 1/31106 1065 Oak Vale Rd, Jacksonville, Fl 32259 Phone: 904 -287 -5339 Fax: 904-287 -1258 Email: energydesignsystems(BJgmail.com Pro - ect Information - For: R/E Home Investors Lot 6 Jasmine, Atlantic Beach, Fl • Notes: • Desi • n Information Weather: Jacksonville, Int'I Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 72 °F Inside db 72 °F Design TD 40 °F Design TD 21 °F Daily range M Relative humidity 50 % Moisture difference 56 gr /Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 29867 Btuh Structure 21589 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 °F Design heat Toad 29867 Btuh Use mfg. data n • Rate /swing multiplier 0.98 Infiltration Total sens. equip. load 21157 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 920 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 3774 Btuh Area (ft 1844 1844 Total latent equip. load 4694 Btuh Volume (ft 14752 14752 Air changes /hour 0.80 0.40 Total equipment Toad 25851 Btuh Equiv. AVF (cfm) 197 99 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47 °F Latent cooling 0 Btuh Heating temp rise 0 °F Total cooling 0 Btuh Actual heating fan 1033 cfm Actual cooling fan 1033 cfm Heating air flow factor 0.035 cfm /Btuh Cooling air flow factor 0.048 cfm /Btuh Space thermostat Load sensible heat ratio 82 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. w rightsoft Right -Suite Residential''" 5.0.66 RSR29784 2006 - Jan -31 13:21:58 AF.:" C: \Documents and Settings \customer\My Documents \Wrightsoft \RE Home Investors Lt 6 Jasmine Ati Bch.r Page 1 MAP OFBOUNDARY & TOPOGRAPHIC SURVEY LOT 5 DESCRIPTION: WM 134 LOT 6. BLOCK 135. ATLANTIC BEACH SECTION H ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 18L PAGE 34 OF THE PUBLIC RECORDS OF DUVAL COUN+UTY. FLORIDA t 6 20 / wi 7w LOT 6 SURVEYOR'S NOTES: ?LOCK 134 I. PLAT SNOWS ANGLES, THEREFORE THIS SURVEY SHOWS ANGLES NOT BEARINGS. 2. UNDERGROUND UTILITIES. FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED BY THIS SURVEY. 3. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP PANEL NO 120075 0001 D. EFFECTIVE 04/17/89. T ` THE PROPERTY OESCRIBED HEREON APPEARS TO LIE IN ZONE "X'. V 4. THIS SURVEY PERFORMED WITHOUT BENEFIT OF AN ABSTRACT, TITLE 102.19' (M) F.I.P. 172- SEARCH{ TITLE OPINION OR TITLE INSURANCE. 102.19' (P) NOM 5. DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF AND ARE PLAT AND MEASURED OR DEED AND MEASURED UNLESS OTHERWISE SHOWN. NOTICE OF LIABILITY: THIS SURVEY IS CERTIFIED TO THOSE INOIVIOUALS SHOWN ON THE FACE THEREOF. ANY OTHER USE. BENEFIT OR RELIANCE BY ANY OTHER PARTY IS STRICTLY PROHIBITED AND RESTRICTED. SURVEYOR IS RESPONSIBLE ONLY TO THOSE CERTIFIED AND HEREBY DISCLAIMS ANY OTHER LIABILITY AND HEREBY RESTRICTS THE RIGHTS OF ANY OTHER INDIVIDUAL OR FIRM TO USE THIS SURVEY, WITHOUT EXPRESS WRITTEN CONSENT OF THE SURVEYOR. ET ADDRESS: MINE STREET 3EACL FL 32233 AND FOR THE // ■- !E O BENEFIT OF: A.4 /�o ft E. HODS CL 1 I. VAN KLEECK FL' '4 REGISTERED SURVEYOR AND MA ` NO. 2546 ANT s' Y P. O'NEIL FLORIDA REGISTERED SURVEYOR AND MAPPER NO 56894 NOT VALID WITHOUT THE SIGNATURE 6 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FIELD SURVEY DATE I FIRST COAST LAND ORDER NOT INFO PLOT PLAN BOUNDARY 02/16/2006 SURVEYING s INC C DRAWN BY: VAN KLEECK FORMBOARD REVIEWED BY: TNP FOUNDATION 1660 -8 LANE AVENUE SOUTH, JACKSONVILLE, FL. 32210 PHONE (904) 779 -2052 FAX (904) 779 -7784 FINAL CERTIFICATE NO. LB 7261 J LOT5 H BLOCK 135 i B SITE BENCHMARK 1 t4s• TACK IN STREET ELEVATION 6.60 S. I. R. C.5/8' LB 7261 �� 1 p +' + .,. .e 902.001 Tt h + �e � + _ m �9 /b h 9 0. WEST INV T 4.9 r +�' 9� 0 00+ 1 � �o + s3 6 e + e s + g s VI LOT` o kr $ BLOCK 135 $4 + #. I. 2 0 a j 0 6 h + 011 0 � 0 0 2 + 00 c t. 4 2 CENTER TOP CATCH VACANT ,e, ..., BASIN GRATE 5.77 / -- (9' +w-' 6 • N0e FENCE 2 a' 0 \ '� • - LI(� 0 p 6 o . 1 . 4.1' 9 2 + 10 ' S F P. 1/2' S LB 7261 • ,A 9, NO ID BAST THROAT � i s Go ,� \CAry + 1 a 102.00 + . + 1 @ �`-- a EA � 0, • * 1 i60 0 t 0 c y. p1 y o c p 8' CONCRETE CURB 6 0 6 6 n h SITE BENCHMARK g w TACK IN STREET 13 0 6Z 6 1 0 N ELEVATION 6.40 e6' 6 6• ■_ ■ — — ASPHALT PA VEMENT CO cO CYL WEST SIXTH STREET (50' R/W) E N STRE 4 SOURCE OF ELEVATIONS 601 ,A i CITY OF JACKSONVILLE PUBLISHED BENCHMARK: ATLANTIC w BENCHMARK IS AN X -CUT 10.5' S. OF C/L FORESTAL z CIRCLE SOUTH & 66.7' W. OF C/L MAYPORT RD. X -CUT IN r S. END CONCRETE BASE OF S. PUMP ISLAND OF POWER GAS STATION. m PUBLISHED ELEVATION 12.790 NGVD29. L N E Ij w LEf NQ CERTIFIEC EXCLUSI4 Z SCALE: 1 30' \ ..------11 =-- DENOTES B' CONTWI LINE R. w H +$ ? 0E12TES SPOT ELEVATION - SOFFT SHOT IL + 611 DENOTES VDT ELEVATION - HARDT SHIT F.C.M. - FOUND CONCRETE MONUMENT C.M. - CONCRETE MONUMENT D - DELTA OR CENTRAL ANGLE FEN - FENCE OHE - OVERHEAD ELECTRIC F.I. P.C. - FOUND IRON PIPE AND CAP P.T. - POINT OF TANGENCY P.I. - POINT OF INTERSECTION CLR - CLEAR C.L.F. -CHAIN LINK FENCE F.I.R. - FOUND IRON ROD P.C. - POINT OF CURVATURE A/C - AIR CONDITIONING UNIT END - FOUND M.F.-MOOD FENCE F.I.P. - FOUND IRON PIPE U.E. - UTITLITY EASEMENT R - RADIUS an - PLAT C.B.-CHORD BEARING S.I.R. C. - SET IRON ROD AND CAP D.E. - DRAINAGE EASEMENT L - ARC LENGTH EL - ELEVATION M.M.- WATER METER F.N&0 - FOUND NAIL AND DISK C & G - CURB 6 GUTTER NTS - NOT TO SCALE CONC. - CONCRETE M.P. M000 POLE ((N)) -FIELD MEASUREMENT R/W - RIGHT OF WAY (PR) - EXISTING ESMT - EASEMENT CRP C ATEO METAL PIPE (C) - CALCULATED MEASUREMENT C/L - CENTERLINE (E1 - EXISTING COR - CORNER CATV CABLE TELEVISION BOX J f''' ,. m R \ : ' : CITY OF ATLANTIC BEACH ... ,, . i 800 SEAHNOLE ROAD ^ +'sue r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06- 00032935 Date 5/05/06 Property Address 601 JASMINE ST Tenant nbr, name INSTALL 200AMP SERVICE Application description . . ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor J.D.J. SERVICES 4495 304 ROOSEVELT BLVD PMB 177 JACKSONVILLE FL 32246 (904) 338 -4583 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 WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ti y fi. BUILDING OFFICIAL M _ �' -.41 CITY OF ATLANTIC BEACH f ,-)' i / itl\ �; �N. , ,. ELECTRICAL PERMIT APPLICATION Date: '.�"PJ° / Property Address: i . ().S/h , ri.,,e_.. Owner: 7C/e /4(.4,,j- Telephone #: Contractor: C _ vres Telephone #: (Po')V!" --219■ Contractor Address: � /�O 3 _ - Fax #: e/f .7. a? Contractor Signature: _ a J/ - In consideration of permit given for do' _ the work as del bed in the above statement, we hereby agree to perform said work in accordance with the attached plans : I specifications . 4. ch are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. If other construction is Building: Build' Type: ID Trailer Sery being done construction on this building L4�Tew Residence ❑ Temp. Ne"� Or site list the building ❑ Old ❑ Commercial ❑ Signs ❑ Increase Permit number: ❑ Re -wire ❑ Addition Sq. Ft. ❑ Repair Conductor Size: AMPS: COPPER ❑ ALUMINUM ❑ Switch or RACE //, Breaker AMPS .0 b D PH / W ✓ VOLT Z 4b WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0 3 0 WPC 31 100 AMPS 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 I NO. OVER 1 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 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Revised 1/04 ,-- ,-- c.,.., CITY OF ATLANTIC BEACH s s. , I, mk -. r i 800 SEIVIINOLE ROAD ,,,,..-) ATLANTIC BEACH, FL 32233 z j INSPECTION PHONE LINE 247-5826 Application Number 06-00032953 Date 5/09/06 Property Address 601 JASMINE ST Tenant nbr, name INSTALL 1 CU & 1 AHU Application description . . MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor R/E HOME INVESTORS 5151 SUNBEAM ROAD, STE 3 JACKSONVILLE FL 32257 (904) 463-2059 Permit MECHANICAL PERMIT Additional desc . Permit Fee . . . 79.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 79.00 79.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 79.00 79.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. .r t r - -irma, BUIL o r ..t • ''' CIAL r ,..„ t:- CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: I Cl i (p Property A dress: e O 1 f ` Sjyt i,'Q Owner: p L� 01 L< Telephone #: 3 2. CAS Contractor: b OIVS / f !2 Ca , , 4,4 „v„ /%9W Telephone #: 'j � ' c1--9 7 Z-- Contractor Address: Pi 9e / Zo6 Fax #: 3 /? , 07Z-0 Contractor Signature: l.Ga4 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: 4" Electric ❑ Gas: LP Natural Central Utility ❑ Oil — 0(p - 000 32 1 3 1 ❑ Other - Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ,,ta' Heat Space _ Recessed 1,/Central _ Floor ,,.� Residential A Air Conditioning: Room //Central 0 2( Duct System: Material )Z -(p f Lwahickness v L ❑ Commercial Maximum capacity t2 0 0 cfin ❑ Refrigeration 2 New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers: Number of Heads ❑ Elevator: _ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add -on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other - Specify ❑ Other - Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton' s Agency 1 1 5044- Grp CON 7 rS - 13b 03a GM&0e4/rre 3 . HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model # Manufacturer BTU's Agency I l3 (0140 Nit 1174(1). G - 65 - tor 3(,k'- 6 &A. A<, Gow TANKS Nominal Capacity Type Liquid Serial Approving How Many & Dimensions Contained Manufacturer No. Agency 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic - beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH ,„, } �- 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 k ?7plication Number 06- 00032821 Date 4/19/06 - operty Address 127 JASMINE ST mant nbr, name INSTALL 1 CU, 1 AHU & HS pplication description . . MECHANICAL ONLY roperty Zoning TO BE UPDATED - )plication valuation . . . 0 rner Contractor 2HNEIDEREIT PERFECT- CLIMATE HEATING AND 7 JASMINE STREET AIR CONDITIONING, INC 'LANTIC BEACH FL 32233 11210 PHILLIPS INDUSTRIAL BLVD JACKSONVILLE FL 32256 (904) 646 -1020 rmit MECHANICAL PERMIT iditional desc . >rmit Fee . . . 81.00 Plan Check Fee . . .00 sue Date . . . Valuation . . . . 0 e summary Charged Paid Credited Due 3 ermit Fee Total 81.00 81.00 .00 .00 'lan Check Total .00 .00 .00 .00 _lrand Total 81.00 81.00 .00 .00 PERT% °> APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUIL CODES. ;p h' , % - BU , OFFICIAL _ • CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: LI IQ , • Property Address: I 'arl Xbc.y.\ ■ `(\t, Owner: �n l4 hr (eir t.i f Telephone #: p�L `` L( a, Contractor: (4e ('k l Telephone #: (Q L -1(0 -- lc') C Contractor Address: 1 1 .10 ttl e V k5 - B\v Fax #: aua - Contractor Signature: , 1 /C In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of :ood . ractice listed therein. Type of Heating Fuel: If other construction is being done on this building Electric or site, list the building permit number: U Gas: _ LP _Natural _Central Utility U Oil U Other - Specil _ — MECIIANICAL EQUIPMENT TO I3E INSTALLED NATURE OF WORK — X Heat _ Space _ Recessed 1 Central Floor A ir Conditioning: Residential �. �,: _ Room � Central U Duct System: Material Thickness U Commercial Maximum capacity cfin ❑ Refrigeration ❑ New Building O Cooling Tower: Capacity gpm O Fire Sprinklers: Number of Heads Existing Building ❑ Elevator: _ _ Manlift _Escalator _ (Number) LK Replacement of Existing System ❑ Gasoline Pumps (Number) O Tanks (Number) U New Installation ❑ LPG Containers (Number) (No system previously installed) O Unfired Pressure Vessel O Boilers ❑ Extension or Add-on to Existing System O Gas Piping O Other - Specify ❑ Other -- Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Number Units Description Model Man ufacturer Ton' s Approving Agency 1 ...04 wR_ L-i 1 a UL (HEATING— FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Number Units Description Model # Manufacturer Approving BTU's Agency • Attu. 'TloeD3 t e TVa c 10Ot) [1- 1 + - rl BM- (FTR \ 4t TCc e lzA,3 (A -) TANKS Nominal Capacity Type Liquid Serial Approving How Man & Dimensions Contained Manufacturer No. Agency 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http: / /www.ci.atlantic- beachAus Revised 1/04 Apr 19O6 06 08:57a Perfect ___ Climate , 9042627703 p.2 ,. 1, . ,..:,....., CITY OF ATLANTIC BEACH . . MECHANICAL PERMIT APPLICATION Date: Property Address: i CA, i ;, ‘ illtirkck, I of S .. Owner: f kil ri - e- , --f -k hk - \ - e..(*( - -e i 4- Telephone #: (7)M Li -- A , i r , ; . 4 , Contractor: k --cc - r .Au k,T Telephone ft: (O'-(L a .— r--\,., , , 1 4 Contractor Address: t rcAr, ) ' ItA RkrY vcroa‹.... .1 ..t Fax #: (* — ( k) -::: st " I' Contractor Signature: ; (9- #-„pc,----...___ In consideratkm of permit given for doing the work as described in the zoliove statement. we hereby agree to perform said work in accordance with the attached plans and specifications which are a put hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. . Type of Heating Fuel: limiter construction is being done on this building . or site. list the building permit number: 0 Electric LI (Ms: __LP Natural _Central Utility LI Oil , MECHANICAL EQUI1'MEN1 HE INSTALLEH NATURE OF WOR.K • 4 Beat _ Space Recessed 4 Central _ Floor i‘.1( Residential (_ Air Conditioning,: Room X... Central U Duct System: Material Thickness U Commercial . Maximum capacity cfin CI Refrigeration 0 New Building LI Cooling Tower: Capacity _._ ___._ gpm Iit Existing Building O Fire Sprinklers: Number of fleads O - Elevator: _ Manlift _Escalator ___(Number) te' Replacement of Existing System O Gasoline Pumps___ _ _ (Number) • • . o Tanks (Number) 0 New installation • O LPG Containers (Nuinber) (No system previously installed) O Unfired Pressure Vessel 0 Extension or Add-on to Existing System • LI Boilers C.1 Gas Piping 1:3 Other - Specify O Other --- Specify - -- - LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S • Approving Number Units Description Model fl Manufacturer Ton' s Agency 1 ( b? a 71., ) ,- -- ) R , - -AIDN {)'(' ' n ,,, U.L 11EATim; - FURNACES. BOILERS, FIREPLACES & AIR RANDIER'S Approving ;.-',-..,'• Number Units Description Model # Manufacturer BTU's Agency • ':.;::::: • \ AtM ,-- - TUDED3 k E.E- \ kian-e_ g400(. i L&A----- '4 D`c . 71/41a.cf\-e._ ,l Viu..) ( ti- t .„, TANKS Norninal Capacity Type Liquid Serial Approving • Row Many & Dimensions Contained Manufacturer No. Agency 800 Seminole Road • Atlantic Beach, Florida 32233-5445 .., Phone: (904) 247-5800 • Fax: (904) 247-5845 • h ttn://w ww.ei.a tlantie-beach.11.us Revised 1/04 Apr 19 06 08:57a Perfect Climate 9042627703 P• 1 • , . Opt LIMATE 11210 Philips Industrial Boulevard, Suite 14 HEATING AND AIR CONDMONING Jacksonville, Fl 32256 FAX Number of Pages Attached (including cover): 2 / Date: ix/ p."; emal IaMORIgmfloh. To: . Name /71/ Company Phone: Fax: (-) From: N a m e ,k)::6 / 1 Title ceti Company Perfect Climate Heating & Air Conditioning Inc. Phone: (904) 646-1020 Fax: (904) 262-7703 Message: t 7 L 4 I CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 / INSPECTION PHONE LINE 247 -5826 t`e ----, Application Number 06- 00032813 Date 4/18/06 Property Address 601 JASMINE ST Tenant nbr, name INSTALL 12 FIXTURES Application description . . PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor R/E HOME INVESTORS 5151 SUNBEAM ROAD, STE 3 JACKSONVILLE FL 32257 (904) 463 -2059 Permit PLUMBING PERMIT Additional desc . Permit Fee . . . 119.00 Plan Check Fee . . .00 Issue Date . . . Valuation 0 Fee summary Charged Paid Credited Due Permit Fee Total 119.00 119.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 119.00 119.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. te e ' '� 4, e , . ' - 'Ir BUILDING OFFICIAL CITY OF ATLANTIC BEACH ', r PLUMBING PERMIT APPLICATION Date: y - /7 -O.1; Property Address: (00 / 1 m l ") 'e- s% Owner: R I L E j\J T c y t S Telephone #: 736c31)S I Contractor: ci; SJ 7( p /Ur v i"6 Telephone #: 463"x Contractor Address: 57.57 r nf607en (20 4 3 Fax #: 73t) 18 S-' Contractor Signature: LA- )111° 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. 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, d1/ New list the building permit number: ❑ Re -Pipe 06 C:C> 3,9 l 3 ! Number of Fixtures: 2. Bath Tubs 1 Showers 2 Closets Shower Pans j Dishwashers Sinks Disposals Urinals Floor Drains 1 Washing Machine 3 Lavatory Water Sewer 1 Water Heaters Sprinkler System ' Other Fees Permit Issuing Fee: $35.00 * Total Fixtures: 1 ' ca X $7.00 + $35.00 = I l C, 1 0) b f uv 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http :llwww.ci.atiantic- beach.fl.us Revised 1/04 „ 4E `' CITY OF ATLANTIC BEACH �� J PERMIT CALCULATION SHEET Date 2 ' 29- OCR Permit Number Address CPO ( ,T,q- 5iy ,C CT: 4. 1 mac j .f Contact Name 'US S (Ni ,' TF_ t'� Phone L// 3 *-- 5'17 .3 ...203- 3 Heated Square Footage / aY 4 / @ $ per sq ft = $ Garage / Shed I @ $ per sq ft = $ Carport / Porch . 3 @ $ per sq ft = $ Deck 0 @ $ per sq ft = $ Patio / 0 C) @ $ per sq ft = $ TOTAL VALUATION: $ $ Total Valuation 1 st $ $ Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: ,,, TOTAL BUILDING FEE $ ZONING: k.'('- /7+- + Y2 Filing Fee $ FLOOD ZONE: X (/) Fireplaces @ $35.00 $ 3 j IMPERVIOUS SURFACE: J D, 'CAPITAL CONSTRUCTION SURCHARGE $ 'CAPITAL IMPROVEMENT $ 3 ) ✓ ITY RADON SURCHARGE $ SECTION H IMPACT FEE 7 a `x 'i S:00 $ -/ O,S"c SEWER IMPACT FEES $ 1.2 S"O ✓ SEWER TAP FEES $ — 0 — V" ST CONSTRUCTION SURCHARGE 2 3 /64$ TATE RADON SURCHARGE /jyc,,,. / $ WATER CONNECT/METER ONLY b $ W'S'" V WATER CONNECT/TAP & METER $ --- Q — WATER CROSS CONNECTION $ 3 ✓ WATER IMPACT FEE $ 1 /70 ✓ , OTHER $ GRAND TOTAL DUE: $ 1/13/03 Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: - T. I r 7 • L) Contractor Name: . / t- v r b5 Permit #: L5A Property Address: 4201/ Legal Description: Improvements to the above - described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single- Family Residence ❑ Commercial ❑ Other: V top vv Lowest Floor Elevation: - KS �4 � .- Required As Built The following must be completed before issuing Certi of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. -- - Public Works '7 � - ()J 3 30 fins t . an Plning Dept. `�' 4 Building Dept. w PLUI i C i t-F► li - e5- . 7.17. U - 7. 1 c . Uc.e a�h-ecL •emo- - Final Survey with FFE ❑ Yes No All Re- Inspect Fees Paid ❑ Yes LB No Page 1 of 1 Brugman Kerri From: Walker, Chris Sent: Wednesday, July 19, 2006 8:20 AM To: Brugman Kerri Subject: RE: Request for CO Inspection - 601 Jasmine Everything is good here. From: Brugman Kerri Sent: Monday, July 17, 2006 3:20 PM To: Kaluzniak, Donna; Carper, Rick; Deming, James; Walker, Chris; Nodine, Phil Cc: Graham Shirley; Lanier, Joyce; Matthews, Carlene Subject: Request for CO Inspection - 601 Jasmine Dave with RE Home Investors requests a CO inspection for 601 Jasmine Street, permit 06- 32131. Dave can be reached at 463.2051. Thank you, Kern: ragman/ Assistant Building Permits Clerk City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 3 904.247.5800 Phone 904.247.5845 Fax 7/19/2006 Page 1 of 1 Brugman Kerri From: Deming, James Sent: Monday, July 17, 2006 4:06 PM To: Brugman Kerri Subject: RE: Request for CO Inspection - 601 Jasmine kerri, they weren't ready, the number dave gave us isn't in service. I left a report in the permit box and explained what needed to be done. From: Brugman Kerri Sent: Monday, July 17, 2006 3:20 PM To: Kaluzniak, Donna; Carper, Rick; Deming, James; Walker, Chris; Nodine, Phil Cc: Graham Shirley; Lanier, Joyce; Matthews, Carlene Subject: Request for CO Inspection - 601 Jasmine Dave with RE Home Investors requests a CO inspection for 601 Jasmine Street, permit 06- 32131. Dave can be reached at 463.2051. Thank you, Kerrv 8 ruirviavv Assistant Building Permits Clerk City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5800 Phone 904.247.5845 Fax Q ionnA Page 1 of 1 Graham Shirley From: Clemons, Malcolm Sent: Tuesday, July 18, 2006 9:41 AM To: Kaluzniak, Donna Cc: Graham Shirley; Brugman Kerri Subject: RE: Request for CO Inspection - 601 Jasmine No Irrigation,Backflow OK. Malcolm From: Kaluzniak, Donna Sent: Monday, July 17, 2006 3:23 PM To: Clemons, Malcolm Subject: FW: Request for CO Inspection - 601 Jasmine From: Brugman Kerri Sent: Monday, July 17, 2006 3:20 PM To: Kaluzniak, Donna; Carper, Rick; Deming, James; Walker, Chris; Nodine, Phil Cc: Graham Shirley; Lanier, Joyce; Matthews, Carlene Subject: Request for CO Inspection - 601 Jasmine Dave with RE Home Investors requests a CO inspection for 601 Jasmine Street, permit 06- 32131. Dave can be reached at 463.2051. Thank you, Kerr'8rufman Assistant Building Permits Clerk City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 3 904.247.5800 Phone 904.247.5845 Fax 7/18/2006 PERMIT WORKSHEET Certificate of Occupancy) Job Address: Q / S /ri/ N,E s T Type Work: Property Owner: e Mint Phone # Contractor: J/7VE.S - s Phone # 901 .261 Permit #: Q 6- 32 3 Date Issued: 2129/a t Tree Permit # Foundation Permit # Demolition Permit # BUILDING ELECTRIC # MECHANICAL # PLUMBING #4-3415 Temp.Power # Footing JEA Release Date i k Tem Power Slab 'J, �� Letter Rec'd. Underslab Tie Beam Temp Pole # Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing Sewer Rough/ /I 71. •Framing Rough Rough Top out i Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Drainage Inspection: Pool Permit # Inspections: Steel Final Elec. /Grounding Final Roofing Permit # Inspect: Nailing /Sheathing Final Fire Inspection: Failed Inspections: Date Paid: