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Permit 2223 Alicia Lane~~ ~/ T JOB ADD1?ESS ~ ~ ~ c~'c~2. TYPE IYOR% / ~"~ ~'" ~f '~ . PROPERTY O ~ ~ ~: TFZ-F~'ONE ~/~~. - ~~~ • I ~ ~8 CONTItACTO ~ ~Y1G~'2X.~ ~'I ~ T.ELEPSONE ~~~ - ~ ~ 7S PERMIT NU11iBER / L~ "'~f 9 DATE (~ -~ ~ 1 f INSPECll©NS• FOOTTV'G cl " ~ ~ - f 9 /b - ~~ -~ "Z ~ F l "T -0 0 ~~3/~~~ ~a~~ ~~ id~~-9g ~3-i~-oo rIEB~AM ~-a9-o~ ~~~~~~'~ I.l'NTEL ~ -~~ -q9 1~~-~c.~y t l - i~5~99 NAILING/SHF.ATSNG ll ~ ~ ~~ ~ ~~ FRAMI1VGi~COVER IIP ,"~ ~ ~ - ~ !f "~~ "~y INb'ULATION j ~ " ~ ~ ~ y ~-INNAL :BUILVING -o .. , l~-~c-~I C~:RTIFZGiTE OF OCCDPANCY ~ Z - ~ ELECTRIrA r PI:RMl3# ~ t~ ~ 9 8 INSPECTIONS ROUGH ~ •, "7~ ob ~ °~° ~ 8 MEC~AIVIC4L P.~~RMIT # ~ d `~`~ 5~ INSPECTIONS ROITGS o2 • ~. ~ f FINAL g ~~!-ol ~~-f3,c~ ,w .. -~«_ PLUMBING PL~rRMIT# ~~ ~ ~ ~ ~vsPECrroNS ROUGH/UNDER SLAB ~' ~ f 7 " 1 rOPOrrr /,.e~~r~~~es A,A b,5,p1 ~'~ s` ° ° FINAL ~ ~ ~'~~ 0 i ~ ~ P.~ ~ °-'~ ~~~, GIN OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY Th~ Gertificate issued pursuant to the requirements of Section 106 of the Standard Binding Code certifying that at the time of issuance this structure was in canpliance with the various ordinances of the City regulating building construction or use. For the foNawir-g: Address: 2223ALICIA LANE ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 18419 Date: 3/27/2002 Owner: LIPINSKI, JOHN 1015 ATLANTIC BLVD # 158 ATLANTIC BEACH, FL 32233 A--~-. ~, DON C. FORD, C.B.O. Poet in a conspicuous apace CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requin:rr>ents of Section 106 of the Standard Building Code certifying that at the tune of issuance this structure was in compliance wfth the various ordinances of the City regulating building c~nstnrction or use. Fa the following: Address: 2223ALICIA LANE ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number; 18419 Date: 3/27/2002 Owner: LIPINSKI, JOHN 1015 ATLANTIC BLVD # 158 ATLANTIC BEACH, FL 32233 aTi_ ~ < LDll//ON C. FORD, C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 2223ALICIA LANE ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: Permit Number: Date: SINGLE FAMILY 18419 3/27/2002 Owner: LIPINSKI, JOHN 1015 ATLANTIC BLVD # 158 ATLANTIC BEACH, FL 32233 ~~ ~~~ DON C. FORD, C.B.O. Post in a conspicuous apace CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City reguhating building constn~tion or use. For the following: Address: 2223ALICIA LANE ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 18419 Date: 3/2712002 Owner: LIPINSKI, JOHN 1015 ATLANTIC BLVD # 158 ATLANTIC BEACH, FL 32233 DON C. FORD, C.B.O. ' Poet in a conspicuous apace BUILDItVG, PL-irVtVINGA~VD ZONING INSPECTIONDEPARTME.VT CITY DFATLANTIC BE.-NCH, FLORIDA CERTIFIC.=~ TE OF OCCUP.-~NCY N'ORX SHEET Cate Requested: `~ ~ -U ~ ~ r Building Contractor:~~--~- ~'--~Q1t_.. ~~~ Luilding Permit Number: -1 ~' ~i 9 •~ Address. ~ ~ ~ ~ . Legal Description: .~3 ~~ ~~~~ Improvements to the above described prcnerty crave been completed ir. accordance with the te:.-irs of the pernit and is certified tc be ready for occupancy as Lowest noon Elevation: ~ ,,~ ~~.o r Quired as built * * ~ BEFORE ISSUING CFRTIF/CATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETI= DEPP.RTMEDIT Fi re Public ~~lorks Planni r,g &uilding DATE OTIFIED ~~ DATE APPROVED SY ~` ~ t 1 ~ o -~..._.___ O 3--~3 a-rr Z--- _~ __ 2g _p 2..._-- ~ -- ~g - o ~- FLOODPLAIN DEVELOPMENT INFORMATION Location:: %~ ~ f /~ Type of Develop`m~ent: (~„~ 1, ~l% ~~h--~-? .0. Flood Zone: X/ ~- Required Lowest Floor Elevation: ~ 4 If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date ~ ~~ ~ ~}- /~ ~ Applicant's Signature Department Use: 1. Required Lowest Floor Elevation As Built Lowest Floor Elevation~o - ~ ~ Survey Filed with Building Department Building De ment Representative ~~' ~, \`'~ ~ ~ '~ FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 4 ~ ; ~ ~~ rt~Y~ ELEVATION CERTIFICATE , ,~ .,. ~~ Uu~~''~ im ortant: Read the Instructions on a es 1 - 7. • ~~~ . C7 .;~ ~+~''~' SECTION A -PROPERTY OWNER INFORMATION For )nsurarrce Cort-periy Uae BUILDI NER'fi;;, - ~ " l' ` ~ Poli>sy Numb+dr p i ~ /~ r lu EET ADDF3E~S G d ing Apt., n t, Suite, and/or Bidg. No.) O P.O. ROUTE AND BOX NO. BUILDING S Company NAIC Number ~ ~ ~ ~ / CITY ) STATE ~a ZIP CODE l ' Gl ~ ~ PROPER DE C I ~ ~ N (Lot and B ock Numbers, Tax P rcel Num r egal Desc ' ion, etc.) ~ ~ %/ BUILDING USA ., R siden>;ial, sidential Addition, A ssory, etc. Use Comments section if necessary.) ~ ~ LATITUDE/LONGITUD (OPTIONAL) HORIZONTAL DATUM: SOURCE: LI GPS (Type): ( ##° - ##' - ##.##" or fl#.#aV#k#q LI NAD 1927 IJ NAD 1983 ~I USGS Quad Map I_I Other: SECTION B -FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP COMMUNITY E ii COMMUNITY NUMBER B2. COUNTY NAME n B3. STATE /~- 64. MAP AND PANEL B5. SUFFIX 66. FIRM INDEX B7. FIRM PANEL 68. FLOOD B9. BASE FLOOD ELEVATION(S) 0 NUDMBER ~ DATE EFFECT EVISE TE ZONE(S) Zon AO, uss dep h of flooding) ~f~i7- 1 ~~-~~ ,4o E ~~ ~~ ELI 310. Indicate the source of the ase Flood Elevation (BFE) data or base flood depth entered in 9. ~j FIS Profile ~ FIRM IJ Community De ermined LJ Other (Describe): 311. Indicate the elevation datum used for the BFE in B9: ~ GVD 1929 ~J NAVD 1988 ~j Other-(Describe): 312. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? IJ Yes o Designation Date: SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) ~1. Building elevations are based on: ~~Construdion Drawings' UBuilding Under Construction' finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. ;2. Building Diagram Number ~_ (Select the building diagram most similar to the building for which this certificate is being completed -see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) ~3. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram spedfied in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum- ConversioNComments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? LJ Yes o ^ a) Top of.bottom floor (inducting basement or endosure) 0 . ~ ft.(m) ~i ^ b) Top of next higher floor ,,, _ ft.(m) Jf ^ c) Bottom of lowest horizontal structural member N zones only) _ ft.(m) ^ d) Attached garage (top of slab) /~ . ~ft.(m) ^ e) Lowest elevation of machinery and/or equipment servidng the building /~ ~ _ ft.(m) ^ f) Lowest adjacent grade (LAG) _-~1~.. 3 ft.(m) z' ^ g) Highest adjacent grade (HAG) ~Y S ft.(m) $ , ^ h) No. of permanent openings (flood vents) within 1 ft. above adjacent g de ~l» ^ i) Total area of all permanent openings (flood vents) in C3h sq. iTn. (sq. cm) SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 8, and C on this certificate represents my best efforts b interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U. S. Code. Section 1001. parr ~r. naay or Ulenn rn. rsroaastreei 4144 or ~~s 14 TITLE COMPANY NAME Professional Surv~or and Mapper Tri-State Land Surveyors, Inc. ADDRESS CITY STAT ZIP CCpppp e o s a Suite #2 Jacksonville F~. 3226 SIGNATURE ~f.~. DATE 3 ~. TELEPHONE ~"/'v - ---= ~ 7 ~ ~- (904) 731-7235 iMPPRTANT: In these spaces, copy the corresponding information from Section A Forlnsurir'rroe'Company Use BUILDING STREET ADDRE~ (Including Apt., Un-t, Suite, and/or Bldg. No.l OR P.O. ROUTE aNn anx Nn n..u-..~.,...~__ CITY ~ STATE ZIP CODE Comparry NAIC Number i ~~ . SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUEDI Copy.botT~sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner. "; h~kF~l~lfilatt~lts SECTION E -BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO ANq.~QNihr~i(YIi~A;T e~~ =or Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting nformation for a LOMA or LOMR-F, Section C must be completed. .1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. if no diagram accurately represents the building, provide a sketch or photograph.) .2. The top of the bottom floor (including basement or endosure) of the building is L(_I fl.(m) I I Iin.(cm) U above or U below (check one) the highest adjacenf grade. .3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I._I_i fl•(m) LLlin.(cm) above the highest adjacent grade. .4. For Zone AO only: If no flood depth number Is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1I Yes i-i No I-I Unknown. The local official must certify this information.in Section G SECTION F -PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E fo_r_Zone A (without aFEMA-issued or community-issued BFE) or Zone AO must sign here. - PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS I Check here if attachments SECTION G -COMMUNITY INFORMATION (OPTIONAL) 'he local offidal who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete tections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. i1. U The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) i2. L_I A community official completed Section E for a building located in Zone A (without aFEMA-issued orcommunity-issued BFE) or Zone AO. i3. LI The following information (Items G4-G9) is provided for community floodplain management purposes. ~7. This permit has been issued for: lJ New Construction LJ Substantial Improvement 38. Elevation of as-built lowest floor (inducting basement) of the building is: _ fl.(m) Datum: ~9. BFE or (in Zone AO) depth of flooding at the building site is: _ it.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS -- I I Check here if attachments NOTICE TO: Water Department FROM: Building Department DATE: _ ~_ ~ ~_O Z-- _--------- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no Longer needed; Also included below is the ERU number for each location: Permit Number Property Address ~ ~ ~~~ ~~e ERU Number Sincerely, ' ~, Y~ ~ ~ ; Pat Harris!!! Building Department NOTICE TO: Water Department FRAM: Building Department DATE: ~ - 2 9~ ~ Z- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number Sincerely, ~~ ~~ Pat Harris Building Department CfTY OF ATLANTIC BEACH I DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 -Fax: 247-5877 ELECTRICAL PERMIT __ - PERMIT tNFOR AT~O~N _- _ --_ _ -- ~_~ , LOCATION INF~RMATION____ __~_ Permit Number: 22489 Address: 2223 ALICfA~ LANE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: 46 Proposed Use: SINGLE FAMILY Lot(s~:13 Block: Section: ~ Square Feet: Subdwision. TIFFANY BY THE SEA Est. Value: 530,000.00 Parcel Number: LOT 13 Improv. Cost: ~.-- ___- -- QWNER_INFORMATIUN ___-- - -----~- Date Issued: 8!14/2001 Name: LIPINSKI, JOHN Total Fees: 25.00 Address: 1015 ATLANTIC BLVD # 158 Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 ~ Date Paid: 8!14!2001 Phone:. 000 000-0000 Work Desc: WIRE FOR KITCHEN REMODELING -- --- - - -- - - _ - - --_~ ~---- - -- -- - ~. APPU_ ~~~"tON FEES .--- -_----- --- - ADVANCED ELECTRICAL CONTRACTOR=" ~ ~ PERIII~T 25.00 ~ - -~ ~ '~ . ~ - - ;. ~,~ -~- Y ~~` ~ ~~~ .- ~~ P Y 41 Nis ~Y ~' ,r.~, -- ---- --- ~. _ _ .L I*~.~i~T ROUGH ELECTRi. { ~ ~ "' Tr NOTICE - I~~~='T~C'~ ~~ ~~REQU~S'CED AT LE,4ST ~4.NC~URS #~IR Ti'I~_SPECTION II BUILDING MATERi~ , RUBBi-„ `.y~i3RiS ~11A `Sr'V~C~f~tU~>`~~~.P rt.ED 1N PI.LIG SPACE, AND MUST BE CLEARED . P AND _ ~ WAY BY= El~''FIER CONTF2kCTOR OR O~'t7N~.~ "FAILURE TO COM~ (WITH ,: Ct~~IS'1,~;N•-1~IEN LA N RESU ~ IN THE PROPERTY OWNER ~ ~ _ ING ~ ,j BODING IMP NTS'" ISSUED ACCORDING TO APPR PVS W ;. , RIP72 F~-Il ; P D SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE- _ S F *~°' - `- _.. ;~:"~ .-°_~~ ~,~~ / ~' ~~~~ 1 AT NTIC~CH BUILDI G DEPT. ____ ^ Date: 8/14181 01 Receipt: 0080b=~ ~, CHECKS 1676 - ----- 6if RF} CITY OF ATLANTIC BEACH, FLORIDA A~^~ sY APPLICATION fOR E~ECTRlCAI. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: ~ ~ ` / 14~ IMP08TAN7 NOTICE: IN CONSIDERA710N OF PERM17 GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. 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 ELECTRICAL REGULAT{ONS, CODES AND CITY OF ATLANT{C BEACH ORDINANCES. A~~~~~~ : CPS` ELECTRICAL FIRM: J, MASTER ELECTRICIAN SIGNATURE JOURNE:YMaN NAME _ ~l~ / h ~' /! / ' ADDRESS: ~~~ Ic.~I~ L 1 ~ ~1 RFQ-_BOX BLDG. SIZE BETWEEN: RES.1~ APT. ( ) COMM. ( ! PUBLIC l ) INDUS.1 ) NEW l ) OLD ( ) REW. ( ) AODITION~ TRAILER ( ) TEMP.1 ) SIGNS ( ) SQ FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR t ) FEEFEE [!ANlSllf_T[fii Ct7~ etuos enooeu ~ t wt t w i i I SWITCH OR BREAKER AMPS PH W VOLT RAC AY /' EXIST. SERV. SIZE ~G'L~ AMPS PH W L OLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL o.ao wtwrs. at.too wMrs. SWITCHES INCANDESCENT FLUORESCENT & M. V. ~ FIXED o.too wMr a. oven wPrLlwNCES BELL TRANS F. AIR CONDITIONING H.P. RATING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CELL HEAT: KW-HEAT MOTORS 0•i H.P. VOLTAGE PHS NO. OVER i H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO, NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHE ' " EACH SIGN - FORWARDED S TOTAL FEES ~~ CITY OF ,ATLANTIC BEACH - +~ FLORIDA NAME ADDRESS CITY ~d ~ ~~ ~~d.~7 Yf No. 31971 When Validated, This Becomes an Official Receipt. ~~ _ 20~ ~ ZZo ~~ ~..e~ ~~ ~. v ~ X15.89 74 Date: 12/84/88 81 Receipt: 9815385 CHECKS 15F' 88188883291898 e , CITY OF ~~ ~~ - ~~ 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX (404) 247-5805 SUNCOM 852-5800 DATE ~--~ ~~- D / JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Dear Connie: Re: Rough Electrical Inspections Rough Inspections on the following locations have been completed and approved: PERMIT NO. o~~ ~ d Please call me at .904-247-5826 if yo,u have any questions. r~CErel` , ATLANTIC BEACH BUILDING DEPARTMENT CITY OFATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE: (904) 247-5800 FAX: (904) 247-5805 SUNCOM: 852-5800 http://ci. atl antic-beach.fl.us Chris Murphy 12315 Del Rio Jacksonville, Fl. 32258 Subject: Unlicensed electrical work at 2223 Alicia Lane Monday, April 02, 2001 Dear Sir, This letter is to inform you of the decision by the Atlantic Beach Building Dept. pertaining to possible charges against you per the electrical work you had performed at 2020 Nicole Lane in December 2000. The project has been completed and certified by Atlantic Companies for the low voltage portion and by Advanced Electrical Contractors for the 110 voltage outlets. The work has been inspected and approved by the Atlantic Beach Building Dept. We have reviewed the state and local statutes and researched your back round to determine any past infractions by you. We have found no previous infractions. Based on your past record and your cooperation in this case the city will not pursue charges against you. I sincerely hope this will be the last time you attempt to work in areas without credentials and the proper permits. A copy of this letter is being forwarded to Tim McCaulley at the Fla. Dept of Business and Professional Regulation and a copy will be kept on file at the City of Atlantic Beach. Sincerely, ~~~~~ Don C. Ford CBO Building Official ~,c. File ~~ -Tim McCaulley City Manager dcf FkOM : Lou 1 s J Gabr i e 1 PE P!-90NE N0. 5~ 260 1934 Apr. ~0 2~0 12: 41Ah1 P2 FROM THGI"f'90rt C,'~N~2AL Ct~ITRACTpRS PHtlNE N0. ~ 90•» 247 9242 APr• 19 2000 12:1dPM F3 . , .... , ., .~ ~ f. r r. M. ,~~ , ;.~vsy;; ~, .. -,. L '4,,,Y'I,>~:,, ~'W ~ ':I{ •.~ 111141 .~ rrw -~ ~ rr: •...r Y.. r ~ ^~ • .. ~ . ~ti w.ii . L~ wr .Mf r~4. ~ ~ ~ 7 .~ `~ In ' ~ - •~ • ~ .,:~ , ..~~,~ c m ~) t •i 1 ~. ,.r ..~ ..,... ' ~ . . , r, ~. w ~$ ~,..~ ~ i~~ Ar CZT H ~, ' ' .', •. ,' ~L CCi ~• s ' • +~t~ov ~ ~ - 44fi~. Afi~~NTIC~EAClf~ • ' M~1Y 0'2 20G4~. ~ ,. ,,....:- '~•~ .~ ,,:, ' ~, ' ..... ', • _.. .. ~ ~ ' I rj.~;...,r.'r . ' ' ''. I ~ ~ I ' 1• i ~1 .. !~ ,. ~.. . ,: ~s • ~ r ' ~ ` / ' ~ ,r J ~.' • r f 1 ~, ! i . ,:ROM Louis J Gabriel PE N . 1.~ x ~ 1~ ~ / ! V ~(, `~ w i~ (, r,V1,~. v .. pv p.~ ~ l0~(.1 ~~ ~ 3 S ~ i ~(~(wp ~ ~ 0 ri '~- ~~ O.G, j ~,~~~yS-tS ~~ L1~.~ fr" 1 ,1 1~~4 PHONE NO. :904 1934 Apr. 20 2000 12:41AM Pp3-- A~131~eb A~aiv~ tu7~~ c7.~,~) Li~s~~~ ~~~~~~F~ gYT~~~ FROM FAX NO. FROM ADVAViat.+E rf'ir~!''E!Ir~ 4~i~.d=!IrCfD EL PE~)NE i~A7. ?OGCt'4'7b6 Advanced Eicc~trica! Contt~ch,rs. lnc. 2I40 iViokcrsgn Lane 1ac!:sortville. Ftorida 32207 (904)396-97^! Oct. 13 2000 11:08AM P1 I9~,r, 16 2k'~Oi (~@:26AM Pi Marsh 16.2OQ1 To; Dca Ford City of Aslarrtic 9eaeh BuddotP Depttrtn~-cat Job: Lipinski Reaidrace 2223 Aliois LRne All dafiots is wiring dons by others a$er ~aspection, ht+vc lx~ oorrecmd by nay company sad mints N _E.C_ Standstds Sincady, "" ~ Robed i~'. Sauth ~~ MAR 1 6 2QQ1 City of Atlantic Beach Building end Zoning Don C. Ford, CBO Building Official City of Atlantic Beach Mr. Ford As per our meeting on Thursday ,March 8a` at City Hall, I wish to reiterate my thanks at your handling of this situation. Beginning in December of 2000, I have performed unlicensed, improperly permitted work at the Name under construction of Mr. John Lipinski at Nicole Lane, Atlantic Beach ,Florida . The work performed consisted of low voltage wiring for the security system, telephone and communication, cable television and satellite, intercom and central vacuum systems. I currently possess no independent contractors license from the State of Florida nor have I filed with the City of Jacksonville for an occupational license as a low voltage contractor. No permits were filed with the local Building Department nor were inspections requested at the completion of said work to comply with building codes. While it certairily was not my intention to defraud the City of Atlantic Beach of the permit fees or evade licensing requirements, the end result has shaven me that without doubt following all proper construction trade guidelines and applicable local ordinances is to the benefit of all parties involved in this process- contractors, homeowners and building inspectors alike. This being my first attempt at this sort of activity in this area, you may rest assured it will absolutely be my last .The old expression "mare trouble than it is worth" has never taken on amore cogent and applicable level than it has here. If I would have had any inkling of the nightmare proportions that this job would entail (in more aspects than just my experience with your office ) then I would have not just said "No" when approached about it by Mr. Lipinski- i would have said "Hell No". I regret having taken up so much of your busy schedule in dealing with this matter, and it is not something I intend to do again. Thank You. Sincerely Yours, Chris Murphy ~~ ~~ City of Atlantic Beach Building and Zoning Cgo~F~ Bad-~r3~ March 14~` , 2001 ATLANTIC Don Ford, CBO • Building Official FORMERLY ~/estec® Mr. Ford: SECURITY The following is a report of the inspection performed March 13~', 2001 at the John Lipinski residence, 2020 Nicole Lane, Atlantic Beach, Florida 32233. secuwTV Some areas of the house already had gypsum board installed on the • ceilings and walls, sa a complete inspection was not possible on some portions of the wiring behind walls on the second and third floors. COMMUNICATIONS All accessible areas of the top level attic and crawl spaces were entered • to view wire run in those places, as were unfinished parts of the second floor, elevator and garage. AUDIOMDEO All wire comprising the security system was two pair 22 gauge CL-2 • station wire, suitable for power-limited circuits. It appeared to be in- stalled in a workmanlike fashion, running in separate chaseways from HOME THEA'T'ER standard voltage cables where feasible. (Article 725, NEC 1999). • All wire comprising the phone and networking system was Category 5 LIGHTING CONTROL twisted/shielded 24 gauge four pair copper communications cable, which also appeared to be routed properly to avoid proximity with • electric cabling.(Class 3 circuits, Article 725, NEC 1999). SMART WIRING The wire for the cable and satellite television systems consisted of RG-b Quad shield coaxial cable, which was bundled separately from all • other wiring to avoid inductance or signal loss problems. It also was COMPUTING installed according to code and manufacturers recommendations. (Class 3 circuits, Article 725, NEC 1999). • The intercom and stereo installation and wiring was installed properly AUTOMATION to avoid proximity to standard voltage cabling, following separate • chaseways where possible. The wire consisted of CL-2 two pair audio ribbon cable and CL-2 two pair shieldedljacketed audio cable. INTEGRATION (Class 2 circuits, Article 725, NEC 1999). • The central vacuum was drilled through wall top plates and footers according to proper practices, routed and glued properly, with adequate cc~v support and straps where necessary. The low voltage operating cable • was run and secured to the vacuum pipe correctly, and consisted of CL-2 single pair 20 gauge cable. (Class 2 circuits, Article 725, NEC CENTRAL VACS 1999). ,~ In all the job performed appeared consistent with all codes regarding low voltage and power limited cabling and no defects in design or ACCESS CONTROL workmanship were evident. Professionally Yours, Randall Champion Technical Manager Atlantic Security Consultants 1 714 Cesery Blvd. • Jacksonville, FL 3221 1 FL: (904) 743-8444 GA: (912) 264-8679 Fax: (904) 743-8466 LI G. EFOOOD641 • LI C. LVA003976 ®0E CO,ygAf TYPE O!= INSP~C710N r~6 ff~ ^ '}ti : t iltVi ~• - CfTY Of= g a "iHE SIAHDARD CODES' Address ~ ~ ~` ~ ~ t t ~ E~ L. ,off- r, ~` # ~~~ Item Code Section Location a ( \ n '~ ~~3~ ~1~,/'',. (` /'~J ` . ~~~ - ~ ~ ~ ~ ~~~ ~~~ .. -~" ~ ,~~ t ~ - ,s~, fi,. q ire g. "~ ~`~ ,.,. ~, e ~~_„_ ~, t"p rte., W ' `~,. ~ ~,~ ~ 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 245800 FAX (904) 247-5805 INSPECTgRS SIGNA i URF NORMAL. OF flCf~ I10URS PHONE DiU~-~E1f Li CITY OF ATLANTIC BEACH DERARTMENT n1= Rt lu nttir_ 800 SEMINOLE ROAD -ATLANTIC BEACN, FL 32233 -TEL: 24?-5828 -FAX 247-5877 ___ _ _ _._ ___-- PERMIT INFOR~ATIC?N _____ -- ~ -~_-- -_ , LOCATION IN~ORMt~TION __. _ __- Permit Number: 23122 ~ - - --~- Address: 2223 ALIClA LANE ---_ Permit Type: IRRIGATION/SPRINKLER ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 46 Proposed Use: SINGLE FAMILY Lot(s}:13 Block: Section: Square Feet: Subdivision: TIFFANY BY THE SEA Est. Value: 530,000.00 Parcel Number: LOT 13 improv. Cost: ~ - - ~ OWN-- iNF~RMATI4r111 ___ _ - _-- Date issued: 12/06/2001 ---- --- ~. _.~R _~ ~_~ __ Total Fees: 25 00 Name: LIPINSKi, JOHN - - Address: 1015 ATLANTIC BLVD # 158 Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid. 12/06/2001 Phone: (000)000-0000 '~ Work Desc: IRRIGATION_S_YST_EM _ ~~- ____-_ I.._ CONTRACTQR~S ~---;:.____-:~ ~`, ~ PLICATIt3N FEES SIMS HICKORY CREEK ~~~~`~ - ~~" . ~ ., ~ , ~'~ ., 25.00 M~y.~ .~ h /k" 3 'N~~ l~ ~ ~~{f-ems ~1 ` 1 ` ~ ~'x i c.Y ~ .i '"b '~ ~i ~ 4 ~ { ~ r ..fir, ~~,"~`°.,- . ~~ `:.~ `~ 4~~;. fir` ~.~,~ ^C'q4/'`~ A. '}~ 4. '~l'-. i X t y6^ -~- q:1 ~ d. ~ ' ~p,~'~~i ~t ti '` ~ ~ ~''.~ p r 5 , - ~ SC-S7.~w.F:. t ~ .T .~', ,, F '~ ~ ~, ~. ~ 3 . NOTICE -' SPECTt~ y ~ $~ R~~~TEQ,,+~T I,~T ~4_#~{~?~U PB ~T{3 lNS!?~CTION n .~ ~-r.--n- .c~_ BUILDING MATERIAL `I~UI3BfSH Al~'d~BRIS':Ff~OM;THIS 1NC~R1~~11#U,'uT NOT BE,,~t.14C~D'1t~1 BLIC SPACE, AND i MUST BE CLEARED UPEND HAU~~,V1iAY BY EITHER ~ONTRq~TQf~ OR O EFt _ - - "FAILURE TO COMPLV'~ . T~ Tt~ RU~T~QN LI :' AN RE_ ~ T IN THE PROPERTY OWNER PA ~ ~E. _• ~~ {)R ~ --- --~- y .. ISSUED ACCORDING TO APPROVEt~ ,- ~ ~ R 'f , P IT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVIS ~ '~'~ - - l I ~ ~ - ~ ~Xi.I t~t~t j ~ ATLANTIC BEACH BUILDING DEPT. }?ate: 1~, 66~`~1 01 Reeeiot; ;~~a r;:;a :. eH~cu~ .- CITY OF ATLANTIC BEACH A.PPLIGATION FOR PLUMBING PERMIT JOB LOCATION : 2 22`~ ~ 1 L G s ~ ` OWNER OF PROPERTY: ~ pL-~ ~{' ~t ~~ U S~ t TELEPHONE N0. ~~ 3 -d~,S~ PLUMBING CONTRACTOR ~-~~t~~i't-~~ ~~'-~-~-'~ ~-SQL CONTRACTOR' S ADDRESS : L 2!0 ~ ~ lv7 (-r'~'~s ~C/` ~ z ~ 2 STATE.LICENSE NUMBER: ~ ~ Z ~ TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS LAVATORY BATH TUBS URINALS CLOSETS FLOOR DRAINS e ~, ~ti~~C,4 SEWER G 2 Z ~ D fo ~ SHOWERS WATER HEATERS DISHWASHERS DISPOSALS WASHING MACHINE SHOWER PANS WATER RE-PIPE (LIST ,FIXTURES BEING REPIPED) OTHER IXTURES: x .50 + $15.00 TOTAL F ~ ~.:_,. ~~ '~ MINIMUM PERMIT FEE - $25.00 ..,:.. SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 Ci'CY oF_ A~'LAivTiC BEACi~ _ _ ~~~€sR e ieiii_iV T vF ~i3lL~ii~rbi 800 Seminole Road -Atlantic Reach, FL 32233 -Tel: 247-5820 -Fax: 247-5877 ELE4:Tf~ICAL f'i~RMiT ~~~,~iT WI"~4FCR1<~ATi~~ ---- - -- ~..~~Iw ~ r,~ eiyr±uRFyPA~'~~' ~errni# lVt~mber: 20698 __.__ ~ Address. 2223 ALtCtA f.ANE _~~ a`~PCr'"rw'34~`'>~9d}"3ff;: ~Li'~ ~ Rs~~"~ ~- i ~~ - i`, t~~riC~°i, l~i..:52~~ Class of Work: NEBIi! 3 Township: Range: Hook: 4R ~~'~~b~ ~~e~ -.~". F3~4~i..~ 7 ~~.~ii~ :t ~ L.t~S~N~~ ~ 3 ~3if~~~K: ~~C~i6-b: Square Feet: ~ Subdivision: TIFFANY BY THE SEA Es~.'~aiue: 53Qy:3QQ.QQ Parcel ~umiaer: ~~~ 13 . improv. Cost: _ _____T_^ _ _ _ _ OWNER iiVFt'itAtil~Ti~f'd _ __._ Date dssaaeci: Q,2 ~ ~2QQ0 ____- ; Name: ~L~t?IIVSKI, JO~I~t Total Fees: 60.00 Address: 1015 ATLANTIC BLVD # 158 Amount Paid: E0.00 ATLANTIC BF..ACH, FL 32233 Date Paid: 9l27I2000 Pf~+~ne: 4'000)000-0000 ~ _ - Work t3~sc: _ `_._.____.. __ ____.___ _ __ ___ .____ _ - _ ; %~3~~3d~Gfin 300Ai'V1Pa 1f`~i-13V1! 240V ALUM --NEW ELECTRICAL SERVICE _ __ _ ~ Ci)~TRAC Ti UR~S~ i _ AFPLICATIC?M FEES _ __ .__________ ~ ADVANCED ELECTRICAL ~CDN~'RACT®R ~__ .~ ~~ PERIIPQ~T _~ _____- r I 4 r ~ r fi i ins~ecto~or-s Required _ ~_._ t~O°.l~I=; E'L~°~. ~ RIC ~ FILL EL~C e fiOC; t i 1 t_ _ _ _ __-_ ~, _----- _._ Nt7TfCE - fNSPECTfONS MilST BE REQUESTED AT LEAST 24 HCILIRS PRIOR TO INSPECTION BUIL®ING 1AATERlAL, RUt3RiSl-I AN® DERRI s FROM THIS, Wt~RK MUST NOT RE PLLACE~ IN E'UI~LiC SPACta, ANi3 SviUST i3E CLEARE® Uf' ANI7 HAULED AWAY BY EITHER CC)NTRACTOR OR OWNER _ _ '/^°~F,,AAi,LUREypTOa CO~M~PpL.V WIpT~pH 7p'HpEp CQ~pNSTRiJ~CTIpQN LI®EN LAW CAN RESULT !N THE PRt9PERTX '4~~lNNEff`! P~~9I•v'~ ~ 'll~C~~'~r":`: Gi~3ii~~iiS4+~v' ~i9~~~$~~f' ~~~a~i+iT~®® ___Y ___.r_ ^. __.._.._._ .___ ___ ___.. __- _ _ _-_ _ ---_ __._._ .~_ Y_._.~..J ~_.....»~. -.~._ ....._.~._.._.~._~ qqqq (qr/~ py ^^~~ ~~~~~~±+ p~ q /~ [,~ /~A ^~° 1 ,fig S 1~Si,P~~ ~J'tSs~~'fS~Pi:Y`.T T4.: e'S~~Pai.:~~~: D P~.4i~S 4~1~.^.r`vi'e ~6f~~:. 3~-i~ee~`aT ~a ~e 6'7[a~.3 ~LS~ Vtf @ AfiVIS a.U~J~..':.a 9 ~l'V S~eV Vt~$~14~.t~5 FOR VIOLATION OF At?PLICABLE PROVISi®NS OF LAVii. _ _ ___ _ _ C, ATLANTIC BEACH fi i! X58.00 14` fate: 31CI~L0 Ul ~eCeipi: 00~"clv~± CHECltS ~~~! 00t000fl3~~49a0 CITY OF ATLANTIC BEACH, FLORIDA ~~~7 ApProvw by APPLICATION !OR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: ~ ~ ~~ ~~ 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH 7HE ATTACHED PLANS AND SPECIFICA710N5. WHICH ARE A PART HEREOF, AND IN'ACCDRDANCE W17H THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL HRM• MASTER ELECTRICIAN SIGNATURE JOURNEYMAN q . , NAME~~~~~ ~~ 1 ADDRESS: ~~~3 ~f~ -~}~ ~`'~ RFD 6OX BLDG.. S-IZ/E BETWEEN: RES. (lam APT. ( ) COMM, ( 1 PUBLIC ( } INDUS. ( 1 NE4V ( 1 OLD 1 ) REW. ( ! ADDITION ( 1 TRAILEfi t/1 TEMP. C i SIGNS ( ! SQ FT. SERVICE: NEW N~ INCREASE ( 1 rr~/~~ REPAIR ( 1 / 11f-~ FEE .......•..e ero~ ~_~~ lUf 17/) s11AOC.-Yl~ MPPFQ ( S ALIIM_ t{~1 1 SNATCH OR BREAKER ~aC~ AMPS PH W OLT RAC AY t:XIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN T07AL RECEPTACLES CONCEALEq OPEN TOTAL O.,O AMPS. 31.100 AMPS. SW 17CIi ES INCANDESCENT FLUORESCENT & M. V. FIXED O•f00 AMPS. OVER ApP~IANCES BELL TRAN SF. AIR CONDITIONING H.P. RATING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CELL HEAT: KW-HEAT MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS .MISCELLANEOUS TRANSFORMERS: UNDER 600 Y. OVER 600 V. NO. KVA NO. KVA NEON TAANSF. NO NO. VA. MA. MOTOR SIZE SWITCH FLASHE _____ . EACH SIGN ~ ~ FORWARDED ` s 1`OTAL FEES ._.__.__.._ . _.__._.~__-__ __,_ __.__. _______ __._v_~_W___-------._.__~______.__- ---_.~.____ CITY 01= ATLANTIC BEACH ~P-BA,fV~~A~I~ F?E~iVIIT 800 SEMlNOLE f3C?AD - AT!_ANTlC ~EACFi, FL 32233 -TEL. 247-5826 - FAX 247-5873 -- _ _ __ ___ PERMIT INFORMATION ~ -- -- ----- Lt?CATION INFORMATION Permit Number. 20495 __ ___ _ _--_-_-~ Address:--- 2223 ALICiA LANE Permit Type: MEGHANIGAL ~, ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 46 Proposed Use: SINGLE FAMILY +~ Lot{s):13 Block: Section: Square Feet: ~ Subdivision: TIFFANY BY THE SEA Est. Value: 530,000.00 ~ Parcel Number: LOT 13 Improv. Cost: ~ _ OWNER INFORMATION i Date Issued: 8117!2000 __ Name: LIPINSKI, JOHN ~ -- Total Fees: 85.00 ~ Address: 1015 ATLANTIC BLVD # 158 Amount Paid: 85.00 i ATLANTIC BEACH, FL 32233 ___ _Date Paid: 8/17/2000 Phone: 000 000-0000 Work Desc: INSTALL CENTRAL HEAT AND AIR --- ~-- _ __ CONI'i~,4CTORLS~ , ~ _ ____ --- AP!PLICATION Z=EES AIR DYNAMICS _ . ~ PERMIT -_- __. __ __ _. _ _ _ _____ _ ---- 85.00 -__ i ~ -. _ _ _. __ ---- _ _ _.__ __ - i- _ _ _ ----- _. __~__.._ ____ -~_- - -__ __ - ___ - - _ - ___- NOTICE -INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED tN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDtNG TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ~. ~ ~ ATLANTIC BEACH - - - - LDING EFT. ~1et?: ~ill~i~ tii F;~C81p~: ~~~i*~' Gy4-. i ,NEC ~; IC~ow YOUR SCOPE KEEP YT LEGAL WORKING WITHOUT A PROPER LICENSE IS AGAINST THE LAW ?rlectr:cat Contractors` Licensing $oa:ti SE ICE X u ~ o ~ - ~ 2 E ~ o U ~ w ~ ~j '~f E . N ~ CA .~ ~ ~ o ~ ~ . ~ ~ ~ ~ ~ a ~ ~ ~ ~ ~ z ~ ~ < "" ~ P ~ ~ ~ ~ .:. TEGORIES , ~ ~ y ~ ~ ~ ~ Cl.rti~iCd a .Stat.e ~Examanation ~ CO W ~ ~n y S~ a v ~ ~egittere(~ =Local License H ~ ~ EC ~~ CertiSed Flecuical C ontractor ER; Rtgisured 17ectrictl C X x x x ontractor EF certified Alarm S C I ysum ontractor EG Certifies Alarm S C II ystem ontactor Er J Regisun-d Residential Alarm S t 489 537 C ysum on actor ( . ) EX Regisured Residential Alarm S C I 489 537 ~ ~ ~. ontractor ysum ( . ) EZ Rrgisurrd Alarm S C II 489537 ontractor ysum ( ) ES Residential 1ectrical Specialty 043 ES Util;ry Electrical Line Contractor 068 ' ES . Lighting Maintenance Specialty ~ 065 ' . ES Sign Speoalry 067 E5; Low voltage sysum spet3alty ~ x x 069 E~I'> Residential 17eetrical Specialty 043 ET Lighting Mainunance Specialty 065: ET Sign spedalty ~ X 067:' ET Low Voluge Sysum Specialty x x x 069 • When allowed by specific ~urisdictlon. Electrical Contractors' licensing Board (850) 488-3109 Cnphia by Donna M. Riordan GENERAL INFORMATION ON TYPES OF ELECTRICAL LICENSES The following is a list of state certified and registered electrical contractor licenses. They are listed by letter designation and definition. For more detailed information please refer to the Chapter 489 Part II Florida Statutes and Rule 61G6 Florida Administrative Code laws and rules. EC: Certified Electrical Contractor. This person has taken the state certified unlimited electrical exam and is allowed to contract anywhere in the state for any electrical system, including any alarm system and all specialty categories. Refer to Chapter 489.505(12),F.S. and 489.511, F.S. ER: Registered Electrical Contractor. This person has a local competency card or occupational license wilt either the city/county for electrical contracting which he/she has registered with the Electrical Contractors` Licensing Board (ECLB). He/she is only allowed to contract for electrical systems, including all specialty categories (no alarm systems) in the jurisdiction where he/she has a local competency card which ha_~ been registered with the ECLB. Refer to Chapter 489.505(1 and 489.513, F.S. EF: Certified Alarm Systems Contractor I. This person has taken the state certified alarm systerr contractor I exam and is allowed to contract anywhere in the state for any alarm system or low voltagf system. Refer to Chapter 489.S05(1)(2)(a)(b)('n, F.S. EG Certified Alarm System Contractor II. This person has taken the state certified alarm systen contractor II exam and is allowed to contract anywhere in the state for any alarm system or low voitag~ system, excluding fire alarm systems. Refer to Chapter 489.505(b), F.S. and 489.511, F.S. EY: Registered Alarm System Contractor I. This person has a local competency card or occupations license for alarm system contracting which he/she has registered with the Electrical Contractors' Licensin: Board (ECLB). He/she is allowed to contract for any alarm system or low voltage system in th~ jurisdiction where he/she has a local competency card which has been registered with the ECLB. Refe. to Chapter 489.505(21) and 489.513, F.S. EZ: Registered Alarm System Contractor II. This person has a local competency card or occupationz license for alarm system contracting which he/she has registered with the Electrical Contractors' Licensin Board (ECLB). He/she is allowed to contract for any alarm system or low voltage system, excluding fir alarm systems, in the jurisdiction where he/she has a local competency card which has been registere with the ECLB. Refer to Chapter 489.505(22), F.S. and 489.513, F.S. issued under this part to perforrn such work, and where the aggregate contract for labor, materials, and all other items is less than $5,000; however, this exemption does not apply: (a) If the maintenance, repair, remodeling, or improvement is a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made in contracts of amounts less than $5,000 for the purpose of evading this part or otherwise. (b) To a person who advertises that he or she is qualified to engage in contracting. History.--ss. 11, 17, ch. 79-271; ss. 2, 3, ch. 81.318; ss. 2, 14, ch, 87-254; ss. 1, 21, 23, ch. 88-149; s. 4, ch. 89-343; s. 36, ch. 90- 218; ss. 1, ! 0, ch. 91-119; s. 42, ch. 91-137; s. 4, ch. 91-429; s. 8, ch. 92-SS; s. 6S, ch. 92-149; s. 170, ch. 94-119; s. 8, ch. 94-184; s. 34, ch. 95-145; s. /, ch. 96.298; s. 73, ch. 96-388; s. 1132, ch. 97- l03; s. 40, ch. 98-150; s. 3S, ch. 98-419. 'Note.--The Department of Health and Rehabilitative Services was «designated as the Department of Cfii{dren and Family Services by s. S, ch. 96-403, and the Department of Health was seated by s. 8, ch. 96-403. 489.505 Definitions.--As used in this part: (1) "Alarm system" means any electrical device, signaling device, or combination of electrical devices used to signal or detect a burglary, fire, robbery, or medical emergency. (2) "Alarm system contractor" means a person whose business includes the execution of contracts requiring the ability, experience, science, knowledge, and skill to lay out, fabricate, install, maintain, alter, repair, monitor, inspect, replace, or service alarm systems for compensation, including, but not limited to, all types of alarm systems for all purposes. (a) "Alarm system contractor I" means an alarm system contractor whose business includes all types of alarm systems for all purposes. (b) "Alarm system contractor II" means an alarm system contractor whose business includes all types of alarm systems other than fire, for all purposes, except as herein provided. (3) "Board," except "local board," means the Electrical Contractors' Licensing Board created by this part. (4) "Certificate" means a geographically unlimited certificate of competency issued by the department as provided in this part. (5) "Certificateholder" means a contractor who has obtained a certificate of competency. (6) "Certification" means the act of obtaining or holding a certificate of competency from the department as provided in this part. (7) "Certified alarm system contractor" means an alarm system contractor who possesses a certificate of competency issued by the department. The scope of certification. is limited to alarm circuits originating in the alarm control panel and equipment governed by the applicable provisions of Articles 725, 760, 770, 800, and 810 of the National Electrical Code, Current Edition, and National Fire Protection Association Standard 72, Current Edition. The scope of certification for alarm system contractors also includes the installation, repair, fabrication, erection, alteration, addition, or design of electrical wiring, fixtures, appliances, thermostats, apparatus, raceways, and conduit, or any part thereof not to exceed 77 volts, when those items are for the purpose of transmitting data or proprietary video (satellite systems that are not part of a community antenna television or radio distribution system) or providing central vacuum capability or electric locks; however, this provision governing the scope of certification does not create any mandatory licensure requirement. (8) "Certified electrical contractor" means an electrical contractor who possesses a certificate of competency issued by the department. (9) "Contracting" means, except where exempted in this part, engaging in business 5 as a contractor or performing electrical or alarm work for compensation and inciudes,~ but is not limited to, performance of any of the acts found in subsections (2) and (12), which define the services which a contractor is allowed to perform. The attempted sate of contracting services and the negotiation or bid for a contract on these services also constitutes contracting. If the services offered require licensure or agent qualification, the offering, negotiation for a bid, or attempted sale of these services requires the corresponding licensure. (10) "Contractor" means a person who is qualified to engage in the business of electrical or alarm system contracting pursuant to a certificate or registration issued by the department. (11) "Department" means the Department of Business and Professional Regulation. (12) "Electrical contractor" or "unlimited electrical contractor" means a person who conducts business in the electrical trade field and who has the experience, knowledge, and skill to install, repair, alter, add to, or design, in compliance with Iaw, electrical wiring, fixtures, appliances, apparatus, raceways, conduit, or any part thereof, which generates, transmits, transforms, or utilizes electrical energy in any form, including the electrical installations and systems within plants and substations, all in compliance with applicable plans, specifications, codes, laws, and regulations. The term means any person, firm, or corporation that engages in the business of electrical cantracting under an express or implied contract; or that undertakes, offers to undertake, purports to have the capacity to undertake, or submits a bid to engage in the business of electrical contracting; or that does itself or by or through others engage in the .business of electrical contracting. (13) "Local construction regulation board" or "local board" ~ means a board, composed of not fewer than three residents of a county or municipality, which the governing body of that county or municipality may create and appoint to maintain the proper standard of construction of that county or municipality. (14) "Primary qualifying agent" means a person who possesses the requisite skill, knowledge, and experience, and has the responsibility, to supervise, direct, manage, and control the electrical or alarm system contracting activities of the business organization with which he or she is connected; and whose technical and personal qualifications have been determined by investigation and examination as provided in this part by the department, as attested to by the board; and who has been issued a certificate of competency by the department. (15) "Secondary qualifying agent" means a person who possesses the requisite skill, knowledge, and experience, and has the responsibility to supervise, direct, manage, and control the electrical or alarm system contracting activities on a job for which he or she has obtained a permit; and whose technical and personal qualifications have been determined by investigation and examination as provided in this part by the department, as attested to by the board; ~ and who has been issued a certificate of competency by the department. (16) "Registered electrical contractor" means an electrical contractor who has registered with the department pursuant to fulfilling the competency requirements in the jurisdiction for which the registration is issued. A registered electrical contractor may contract only in the jurisdiction for which his or her registration is issued. (17) "Registration" means registration with the department as provided in this part. 6 (c) The person's action is incidental to his or her primary responsibilities; and (d) The person is not employed in a proprietary monitoring facility, as defined by the National Fire Protection Association pursuant to rule adopted under chapter 633. (28) "Fire alarm system agent" means a person: (a) Who is employed by a licensed fire alarm contractor or certified unlimited electrical contractor; (b) Who is performing duties which are an element of an activity that constitutes fire alarm system contracting requiring certification under this part; and (c) Whose specific duties include any of the following: altering, installing, maintaining, moving, repairing, replacing, servicing, selling onsite, or monitoring a fire alarm system for compensation. History.--ss. 1, 17, ch. 79-171: ss. 1, 3, ch. 81-318; s. 88, ch. 81- 329; s. 3, ch. 85-190; ss. 3, 14, ch. 87-154; ss. Z, 21, 1.1, ch. 88• 149; s. 1, ch. 89-81; s. S, ch. 89-343; s. 41, ch. 90-228; s. 2, ch. 91- l19; s. 4, ch. 91-419; s. 171, ch. 94-119; s. 187, ch. 94-118; s. 1, ch. 96-198; s. 73, ch. 96-388; s. 1133, ch. 97-103; s. 1, ch. 97-122; s. 9, ch. 98-170; s. 36, ch. 98.419. 489.507 Electrical Contractors' Licensing Board.-- (1) There is created in the department the Electrical Contractors' Licensing Board. The board shall consist of 11 members, 7 of whom shall be certified electrical contractors, 2 of whom shall be consumer members who are not, and have never been, electrical contractors or members of any closely related profession or occupation, and 2 of whom shall be certified alarm system contractors I. Members shall be appointed for 4-year terms. (2) To be eligible to serve, each contractor member must have been certified by the board to operate as a contractor in the category with respect to which the member is appointed, be actively engaged in the construction business, and have been so engaged for a period of not Less than 5 consecutive years before the date of appointment. Each appointee must be a citizen and resident of the state. (3) The board has authority to adopt rules pursuant to ss. 120.536(1) and 120.54 to implement the provisions of this part. (4) It is the intent of the Legislature that the board promulgate no rules and take no action to require that applicants for certification as alarm system contractors serve any type of apprenticeship before being allowed to sit for the certification examination. (S) The Electrical Contractors' Licensing Board and the Construction Industry Licensing Board shall each appoint a committee to meet jointly at least twice a year. History.--ss. 3, 17, ch. 79-172; ss. 1, 3, ch. 81-318; ss. 4, 14, ch. . 87-154; ss. 3, 11, 21, ch. 88-149; s. 38, ch. 89-374; s. 43, ch. 91- 137; s. 4, ch. 91-419; s. 158, ch. 92.149; s. 188, ch. 94-218; s. 161, ch. 98.100; s. 37, ch. 98-4/9. 489.509 Fees.-- (1)The board, by rule, shall establish fees to be paid for applications, examination, reexamination, transfers, licensing and renewal, reinstatement, and recordmaking and recordkeeping. The examination fee shall be in an amount that covers the cost of obtaining and administering the examination and shall be refunded if the applicant is found ineligible to sit for the examination. The application fee is nonrefundable. The fee for initial application and examination for certification of electrical contractors may not exceed $400. The initial application fee for registration may not exceed $150. The biennial renewal fee may not exceed $400 for certificateholders and $200 for registrants. The fee for initial application and examination for certification of alarm system contractors may not exceed $400. The biennial renewal fee for certified alarm system contractors may not exceed $450. The board may establish a fee for a temporary certificate as an alarm system contractor not to exceed $75. The board may 8 61G6-6.015 Alarm System Contractor Examination. The certification examinations for those persons desiring to be licensed as alarm system contractors pursuant to Section 489.505(2) shall consist of the same areas of competency and be graded in the same manner as the certification examination for electrical contractors, except that the technical portion of the examination shall relate only to alarm contracting. There shall be a separate examination for alarm system contracting I and II. SpecifrcAuthoriry 455.217(1) FS. Law Implemented 455.217(1), 489.505(2), 489.511 FS. Hiarory--New 12-24-87, Formerly 21 GG-6.015. CHAPTER 61G6-7 SPECIALTY ELECTRICAL CONTRACTORS 61G6-7.001 Specialty Electrical Contractors. 61G6-7.002 Scope of Certification of Certified Electrical Contractors. 61G6-7.0025 Limited Alarm. Registration. (Repealed) 61G6-7.003 Additional Classes of Certified Specialty Electrical Contractors. (Repealed) 6IG6-7.00 Registration of Specialty Electrical Contractors. (Repealed) 6166-7.005 Registered Residential Alarm System Contractor. (Repealed) 61G6-7.001 Specialty Electrical Contractors. The following types of specialty electrical contractors may apply to be certified under the provisions of Part II, Chapter 489, Florida Statutes, and Chapter 61 G6-5, above. In order to be admitted to a specialty contractor examination, the person must show 6 years of comprehensive training, technical education, or broad experience on the type of electrical or alarm system work for which certification is desired. (1) Lighting Maintenance Specialty Electrical Contractor. The scope of certification of a lighting maintenance specialty contractor is limited to the installation, repair, alteration, or replacement of lighting fixtures in or on buildings, signs, billboards, roadways, streets, parking lots and other similar structures. However, the scope of the certification does not include the provision of, or work beyond, the Last electrical supplying source, outlet, or disconnecting means. (2) Sign Specialty Electrical Contractor. The scope ' of certification includes the structural fabrication, erection, installation, alteration, repair, service and wiring of electrical signs and outline lighting. The scope of certification shall not include the provision of, or any electrical work beyond, the last disconnect mean or terminal points. However, a contractor certified under this section may provide the electrical entrance requirements for metering and main disconnect of remote billboards or signs which are independent of any structure or building and which require no more than twenty-five (25) kilowatts at two hundred fifty (250) volts maximum. (3) Residential Electrical Contractor. The scope of certification itcludes installation, repair, alteration, addition to, or design of electrical wiring, fixtures, appliances, apparatus, raceways, conduit, or any part thereof, in a 1, 2, 3, ar 4 family residence not exceeding 2 stories in height, and accessory use structures in connection with the residence. The electrical service installed or worked upon is limited to single phase, 400 ampere single service. 13 (4) Low Voltage Systems Specialty. The scope of certification of a low voltage systems specialty contractor includes the installation of, repair of, fabrication, erection, alteration of, addition to, or design of electrical wiring, fixtures, appliances, thermostats, apparatus, raceways, and conduit, or any part thereof not to exceed ?7 volts, when those items are for the purpose of transmitting data, proprietary video (satellite systems which are not part of a community antenna television or radio distribution system), central vacuum, or electric locks. (a) The scope of certification is limited to electrical circuits and equipment governed by the applicable provisions of Articles 725 (Class 2 and 3 circuits only), 770, 800, 810, and 820 of the National Electrical Code, 1984 Edition, or 47 C.F.R. Part 68. (b) The scope of certification shall not include work performed by public utilities exempt under the terms of Section 489.503(5), F.S., or exempt due to the regulatory jurisdiction of the Florida Public Service Commission. (5) Utility Line Electrical Contractor. The scope of certification of a utility line electrical contractor means a utility contractor whose business includes all types of transmission electrical circuits, distribution electrical circuits, and substation construction done for investor owned electrical utilities, city municipal electrical utilities, and cooperatives under the rural electric authority between point of origin and point of delivery. SpecificAuthoriry 489.311 (S) FS. Low Implemented 489.311(5), 484.505(19) FS. History--New 1-2-80, Amended 7-29-84, /0-14-84, Formerly 11GG-7.01, Amended 1-13-86, 12-14-87, 6-11-89, 3-3-91, Formerly 2lGG-7.001, Amended 1-28-96, 11-15-96, 6-11-97, 11- 24-97, 7-19-98. 61G6-7.002 Scope of Certification of Certified Electrical Contractors. The scope of certification of a certified electrical contractor as defined in 489.505(8) shall include, but not be limited to, all of the specialties designated in Rule 61 G6-7.001. Specific Authoriry 455.511(8) F5. Law Implemented 489.507(1)(x), 489.505(5) FS. History--New 1-1-80, Formerly 11GG-7.02, 11GG-7.001. 61 G6-7.0025 Limited Alarm Registration. SpecificAuthoriry 489.5/3 FS. Law Implemented 489.513 ~. History--New 3-17-94, Repealed 4-6-97, 61G6-7.003 Additional Classes of Certified Specialty Electrical Contractors. Specific,4uthoriry 110.53, 489.511(8) FS. Law Implemented 110.54(5), 489.511 {8) FS. History--New 1-2-80, Formerly 11GG-7.03, 11GG-7.003, Repealed l0-6-97, 61G6-7.004 Registration of Specialty Electrical Contractors. Specific Authority 489.513 FS. Law Implemented 489.513 FS. History--New 1-23-86, Formerly 11 GG-7.004, Repealed 10-6-97, 6166-7,005 Registered Residential Alarm System Contractor. Specific Authority 489.513 FS. Law Implemented 489.513 FS. History--New 1-13-95, Repealed /0-6-97. CHAPTER 61G6-8 61G6-8.001 Fees. The following fees are prescribed by the Board: (1) The application fee for the certification examination for electrical or alarm systems contractor shall be one hundred fifty dollars ($150.00). The initial examination fee for the examination for electrical or alarm systems contractor shall be one hundred fifty dollars ($150.00). (2) The initial application fee for licensure by endorsement as a certified unlimited electrical contractor shall tie three hundred dollars ($300.00). 14 (4) Low Voltage Systems Specialty. The scope of certification of a low voltage systems specialty contractor includes the installation of, repair of, fabrication, erection, alteration of, addition to, or design of electrical wiring, fixtures, appliances, thermostats, apparatus, raceways, and conduit, or any part thereof not to exceed 77 volts, when those items are for the purpose of transmitting data, proprietary video (satellite systems which are not part of a community antenna television or radio distribution system}, central vacuum, or electric locks. (a) The scope of certification is limited to electrical circuits and equipment governed by the applicable provisions of Articles 725 (Class 2 and 3 circuits only), 770, 800, 810, and 820 of the National Electrical Code, 1984 Edition, or 47 C.F.R. Part 68. (b) The scope of certification shall not include work performed by public utilities exempt under the terms of Section 489.503(5), F.S., or exempt due to the regulatory jurisdiction of the Florida Public Service Commission. (5) Utility Line Electrical Contractor. The scope of certification of a utility line electrical contractor means a utility contractor whose business includes all types of transmission electrical circuits, distribution electrical circuits, and substation construction done for investor owned electrical utilities, city municipal electrical utilities, and cooperatives under the rural electric authority between point of origin and point of delivery. SpecificAuthoriry 489.577(5) FS Law Implemented 489.311(5), 489.503(19) FS. History--New 1-1-80, Amended 7-19-84, 1D-14.84, Formerly 11GG•7,01, Amended 1-23-86, 11.14-87, 6-11-89, 3.3-92, Formerly 11GG-7.001, Amended 1.28-96, 11-15-96, 6-11-97, 11- 14-97, 7-19-98. 61G6-7.002 Scope of Certification of Certified Electrical Contractors. The scope of certification of a certified electrical contractor as defined in 489.505(8) shall include, but not be limited to, all of the specialties designated in Rule 61G6-7.001. Specific Authority 455.511(8) FS. Law lmplemented 489.507(1)(a), 489.503(5) FS. History--New 1-1-80, Formerly 11C,G-7.01, 11GG-7.002. 61 G6-7,0025 Limited Alarm Registration. Specific Authorry 489.513 FS. Law Implemented 489.313 f5. History--New 3-! 7-94, Repealed 4-6-97. 6166-7.003 Additional Classes of Certified Specialty Electrical Contractors. Sped f c Authority 110.33, 489.37 ! (8) FS. Law lmplemented 110.54(3), 489.3!!(8) FS. History--New 1-1-80, Formerly 1JGG-7. D3, 1JGG-7,003, Repealed l0-6-97. 61Cs6-7.044 Registration of Specialty Electrical Contractors. Specific Authority 489.313 FS. Law Implemented 489.5/3 FS. History--New 2-13-86, Formerly 21GG-7.004, Repeated 10-6-97. 61 G6-7.005 Registered Residential Alarm System Contractor, SpecifcAuthoriry 489.513 FS. Law lmplemented 489.313 !S. History--New 1.13-95, Repealed 10-6-97. CHAPTER 61G6-8 b1G6-8.001 Fees. The following fees are prescribed by the Board: (1) The application fee for the certification examination for electrical or alarm systems contractor shall be one hundred filly dollars ($150.00). The initial examination fee for the examination for electrical or alarm systems contractor shall be one hundred fifty dollars ($150.00). (2) The initial application fee for licensure by endorsement as a certified unlimited electrical contractor shall lie three hundred dollars ($300.00). 14 GENERAL PROVISIONS § 1-11 Sec. 1.10. Supplementation of Code. (a) By contract or by city personnel, supplements to this Code shall be prepared and printed whenever authorized or directed by the city commission. A supplement to the Code shall include all substantive permanent and general parts of ordinances passed by the city commission or adopted by initia*'ve and referendum during the period covered by the supple- ment and all changes madam • in the Code, and shall also include all amendments to the Charter during that T ~s of a supplement shall be so numbered that they will fit properly into t~ ~ necessary, replace pages which have become obsolete or partial' ~ ~s shall be so prepared that, .when they have been inse-' ~ ~ *h the date of the adoption of the latest ordinance C~ ~~ ., UCH` ode, all portions of the Code which have been e omission thereof from reprinted pages. ~, the codifier (meaning the person, agency Went) may make formal, nonsubstantive ded in the supplement, insofar as it is For example, the codifier may: ~ropriate subdivisions; (2) .;adings and titles for sections and other subdivisions _pplement, and make changes in such catchlines, headings a, (3) Ass. mate numbers to sections and other -subdivisions to be inserted in the Code . ..~, where necessary to accommodate new material, change existing section or other subdivision numbers; (4) Change the words "this ordinance" or words of the same meaning to "this chapter," "this article," "this division," etc., as the case may be, or to "sections to (inserting section numbers to indicate the sections of the Code which em- body the substantive sections of the ordinance incorporated into the Code); and (5) Make other nonsubstantive changes necessary to preserve the original meaning of ordinance sections inserted into the Code; but in no case shall the codifier make any change in the meaning or effect of ordinance material included in the supplement or already embodied in the Code. Sec. 1-11. General penalty; continuing violations. (a) Whenever in this Code or in any ordinance or resolution of the city or in any rule, regulation or order promulgated by any officer or agency of the city under authority duly vested in him or if any act is prohibited or is made or declared to be unlawful or an offense or a misdemeanor, or the doing of any act is required or the failure to do any act is declared to be unlawful or an offense or a misdemeanor, where no specific penalty is provided therefor,.the Snpp. No. 13 107 statutes->View Statutes->2000->Ch0489->Section 531: Online Sunshine Page 1 of S ~~h~~ ~ ~ ~~ . fisrrtaaitsr.~s l.e~isl~s :, l~l~r~a~sa gi~isr ` _ -...... ~ -~tt Search Statutes Constitution Laws of Florida Order Select Year: 2000 The 2000 Florida Statutes Title )OOCII Chapter 489 view Entire Chapter REGULATION OF PROFESSIONS AND OCCUPATIONS Contracting 489.531 Prohibitions; penalties.-- (1) A person may not: (a) Practice contracting unless the person is certified or registered; (b) Use the name or title "electrical contractor" or "alarm system contractor" or words to that effect, or advertise himself or herself or a business organization as available to practice electrical or alarm system contracting, when the person is not then the holder of a valid certification or registration issued pursuant to this part; (c] Present as his or her own the certificate or registration of another; (d) Use or attempt to use a certificate or registration that has been suspended, revoked, or placed on inactive or delinquent status; (e) Employ persons who are not certified or registered to practice contracting; (f) Knowingly give false or forged evidence to the department, the board, or a member thereof; (g) Operate a business organization engaged in contracting after 60 days following the termination of its only qualifying agent without designating another primary qualifying agent; (h) Conceal information relative to violations of this part; (i) Commence or perform work for which a building permit is required pursuant to part VII of chapter 553 without the building permit being in effect; or (j) Willfully or deliberately disregard or violate any municipal or county ordinance relating to uncertified or unregistered contractors. (2) Any person who violates any provision of subsection (1) commits a misdemeanor of the first degree, punishable as provided in s. 775.082 or s. 775.083. (3)(a) Any unlicensed person who violates any of the provisions of subsection (1) commits a misdemeanor of the first degree, punishable as provided in s. 775,082 or s. 775.083. (b) Any unlicensed person who commits a violation of subsection (1) after having been previously found guilty of such violation commits a felony of the third degree, punishable as provided in s. 775.082 or s. 775.083. 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Inc. Mon Mav 17 07:52:06 1999 Page t TRUE TRUSS INC., JACKSONVILLE FL. 32226 i LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0 0 BCDL 10.0 SPACING 2-0-0 Plates Increase 7.25 Lumber Increase 1.25 Rep Stress Incr NO Code SBClSBCCI CSI TC 0.46 BC 0.23 WB 0.00 (Matrix) DEFL (in) (foc) t/deft Vert(LL) nla n/a Vert(TL) -0.11 2-4 >718 Ho2(TL) -0,00 3 n/a 1st LC LL Min I/deft = 240 PLATES GRIP M20 2491190 Weight: 261b LUMBER BRACING i TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on tenter punin spacing. 80T CHORD 2 X a SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. ~ REAC710NS (tb/size) 7=1x7/0-3-8, 3=709/0-3.8, 2=54/0.6-8, 4 =74/0-1-8 Max Hor 2=301(load case 3) Max Upliftt=-73(ioad case 2). 3=-208(IOad case 3) Max Grav2=77(load case 4), 4=7a(load ease t) FORCES (Ib) -First Load Case Onty TOP CHORD t-2=26, 2.5=80, 5.6=-68, 3-6=22 BOT CHORD 2-7=-6, 7.8=0, 4.8=11 N07ES 1) This truss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf tap chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurticane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 h by a3 ft with exposure C ASCE 7-93 per SBCISBCCI If end verticals exist, they are not exposed to wind. fl cantilevers exist, they are exposed to wind If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 ~ 2) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. -4 2-9-15 3-9-8 3-3-6 Job Truss Truss Type 9900084 ICJ02 (ROOF TRUSS TRUE TRUSS INC.. JACKSONVILLE FL. 32228 Ory ~ Pty ~ Richard Thompson-Lipinski Residence 4.0-32 s Jun 9 1998 tvtiTek Industries, Inc. Mon May 77 07:52:12 1999 Page t a 0 4 3-t•t3 2-1-7 1-9-t0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in} (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.04 7 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.04 7 >999 BCLL 0.0 Rep SVess Incr NO WB 0.03 Horz(TL) -0.02 6 n/a BCDL 10.0 Code SBGSBCCI (Matrix) 1st LC LL Min Udefl = 240 Weight: 29 !tr I LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.20 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=133/0-3-8, 5=9810-t-8, 2=44/1-1-1, 6=739/0-t-8 Max Horz 2=305(loatl case 2) Max Uplift7=-118(load case 2), 5=-t00(loatl case 3). 6=-59(load case 2) Max Grav2=220{loatl case 3). 6=139(load case t) FORCES (Ib) -First Load Case Only TOP CHORD 1.2=34, 2.9=94, 3-9=-52, 3-4=37, 4-5=29 BOT CHORD 2.10=-21, 8.10=-21, 8-t t=-22, 7-71=-17, 6-7=-t WEBS 3-8=43, 4.7=-99 BRACING TOP CHORD Sheathed or 6-0-0 on center purtin spacing. BOT CHORD Rig;d ceiling directly applied or 6-0-0 on center bracing. NOTES t) This truss has been designed for the wind loads generated by 7 t 0 mph winds at 44 ft above ground level, using 70.0 psf top chord dead load and 5.0 psf bottom chord dead load. 1 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 73 ft by 43 h with exposure C ASCE 7-93 per SBC/SBCCI Ii end verticals exist, they are not exposed to wind. H cantilevers exist, they are exposed to wind. If porches exist, they are not exposetl to wind. The lumber DOL increase is 7.33, and the plate grip increase is 1.33 2) Except as shown below, special connection(s) required to support concenbated loatl(s). Design of connection(s) is delegated to the building designer. 3j Alt plates are M20 plates unless otherwise indicated. a) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI t-7995 angle !o grain formula. Building designer should verify capacity of bearing surface. 5J Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 5, 6. 6) Provide mechanical connecton (by others) of Wss to bearing plate capable of withstanding 178 1b uplift at joint 7, 100 Ib uplift at joint 5 and 59 Ib uplift at joint 6. 7) This Wss has been designed for both 7PI-85 antl ANSI/TPI 1-7995 plating criteria. LOAD CASE(S) Standard t) Regular. Lumber Increase=1.25, Plate Increase=7.25 Unilonn Loads (plf) Vert: 1.2=-90.0, 2.9=-70.0, 3-5=•70.0, 3.4=-70.0, 4-5=-70.0, 2-10=-20.0, 8.70=-2U.0, 8-t t=-20.0, 7.77=-20.0, 6-7=-20.0 ConcenVated loads (Ib) Yert: 9=437 10=22 11=13 V. ..~.. TE OF :~ P ;~i, ~ ~~ORIp.• ~`rs/DM e1_'~cNy •2-9-15 3-0-1 , 5-5-0 , 7-0-14 ~ 2-9-15 3-0.1 2-4-75 t-7-14 Dry Ply Richard Thompson-Lipinski Residence . Job Truss Truss Type 9900084 CJ03 ROOF TRUSS 1 1 t . n_,o . ~.,., o ,oea nn~Tot tnnustries. Inc. Mon Mav 77 07:52:17 1999 Paoe t TRUE TRUSS INC.. JACKSONVILLE FL. 32226 ' " "` " """ ' '---' "- - - -1 ~, 2-9-t5 3-9-4 2.3-g 1-0-2 N Q ~q 1' LOADING (psti7 SPACING 2.0-0 CSI DEFL (in) (locj I/deft TCLL 20.0 Plates Increase 7.25 TC 0.27 Vert(LL) 0.06 8-9 >999 TCOL 15.0 Lumber Increase 1.25 BC 0.42 Vert(TL) 0.04 9 >999 BCLL 0.0 Rep SVess Incr NO WB D.08 Ho2(TL) 0.01 7 n/a BCDL 10.0 Code SBC/SBCCI (MaVix) 1st LC LL Min Ilde fl = 240 LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 PLATES GRIP M20 2491190 Weight: 30 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 6-0-0 on Center bracing. REACTIONS (Ib/size) 1=140103-6, 6=2210-1-6, 7=211/0-1-6, 10=53110-6-0 Max Harz 10=307(load case 2) Max Upliftl=-74(load case 2), 6=-23(load case 3), 7=-234(load case 2), 10=-364(load case 2) FORCES (Ib) -First Load Case Onty TOP CHORD t-2=3t, 23=70, 3-4=-39, 4-17=9, 5-11=53, 5-6=-15 BOT CHORD 2-t0=-t3, 9-t0=-14, 9.12=-t9, 8.12=-20, 7-8=-2 WEBS 4.9=-67, 5-6=-163, 3-10=-306 NOTES t) This wss has been designed for the wind loads generated by 110 mph winds at 44 h above ground level, using 10.0 psf top chord dead load and 5.0 psi bottom chord dead load. 1 mi from hurtiWne oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7.93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, Ney are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Except as shown below, special connection(s) required to support concenVated load(s). Design of connection(s) is delegated to the building designer. 3) All plates are M20 plates unless otherwise indicated. a) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others} of Wss to bearing plate at joint(s) 6, 7. 6) Provide mechanical connection (by others) of wss to bearing plate capable of withstanding 74 Ib uplift at joint 1, 23 Ib uplift at joint 6, 23a Ib uplift at joint 7 antl 364 Ib uplift at joint 70. 7) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 7) Regular Lumber tntrease=7.25. Plate Increase=7.25 llnifonn Loads (plt) Vert: t-2=-90.0, 2-3=-70.0, 3-4=-70.0, a-t 7=-70.0, 5-11=-70.0, 5-6=-70.0, 2-70=-20.0, 9-t0=-20.0, 9-12=•20.0, 8-12=-20.0, 7-6=-20.0 Concentrated Loads (Ib) V ert: 11=-3t 12=11 ~~• r~G ~PS~~ •. No. 3 OF ~~ O R 10P, 1-8-0 2-3-0 2-0-0 1.1-14 Job Tniss Truss Type Ory Ply Richard Thompson-Lipinski Residence 9900084 CJ04 ROOF TRUSS 2 t r TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 1J 07:52:22 1999 Page 7 i -2-9-15 ~ 3-8-$ 6-9-15 9-10-13 2-9-15 3-8-8 3-1-7 3-0-14 3x4 4.24 12 ~n d, W2 W t N 3x4 % A 1 W3 W4 2 7 12 6 0 0 w 4x4 = 3x4 = ti 70 8 3x4= 4x4= 41417[ l I 3-70-4 6-8-3 ~ 9.10-13 t 3-10.4 2-9-15 3-2-70 Y' LOAOING(ps~ I SPACING 2.0-0 CSI DEFL (in) (loc) I/de8 PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.02 7-8 >999 M20 2491190 TCDL 15.0 Lumber Increase 7.25 BC 0.26 Vert(TL) -0.02 7-8 >999 BCLL 0.0 Rep SVess Incr NO WB 0.13 Ho2(TL) A O7 6 Na ' BCDL 10.0 ~ Code SBClSBCCI {MaUix) tst LC LL Min Ildefl = 240 Weight: 47 Ib ~ LUMBER BRACING ~ TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing. ~ 807 CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or f 0-0-0 on center bracing. WEBS 2 X 4 SYP No 3 REACTIONS(tb!size) 1=726!0.3-8,5=79/0-1.8,2=769/1.7.7,6=279/0.1-8 Max Horz 2=397(load case 2) Max Uplift7=-706(loatl case 2), 5=-90(load case 3), 6=-759(load case 2) FORCES (Ib) -First load Case Only TOP CHORD t-2=44, 2.9=•286, 3.9=-405, 3.4=-571, 4-5=79 BOT CHORD 2.10=378, 8-10=378, 8-17=328, 7-7 t=334, 7.72=507, 6-72=507 WEBS 3.8=-125. 3-7=220, 4-7=756. 4-6=-565 NOTES t) This truss has been designed for the wind loads generated by 1 t0 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 ps( bottom chord dead load, 1 mi from hurticane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 fi by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. H cantllevers exist, they are exposed to wind. If porches exist, they are not exposed to 7\ C. n.l ~ vA i ~.l wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 i.. rh . _ __~- __ _. _.... __.__. _~__._. __.______.., _, _~_.. _ _ _ __~~ _ . __. __.._____ ___,_,. _ __.~.. _. _.,...._„_,,..~„~ ,,, ,,,-,may,,,,,,, ,,, ,, ,,, ,,,,,,,,,,,y ,,,,,,.y, ,,,.. 3) All plates are M20 plates unless otherwise indicated. a) Bearing at joint(s) 1 considers parallel to grain value using ANSIITPI 1.7995 angle to grain fortnuta. Building designer should verify capacity of bearing surface. 51 Provide mechanical connection (by others) o/ truss Io bearing plate at joint(s) 5, 6 6) Provioe mechanical connection (by others) of truss to bearing plate capable of withstanding 106 Ib uplift aljoint 1, 901b uplift atjoini 5 and 759 Ib uplift atjoint 6. 7) This truss has been designed for both TPI-85 and ANSUTPI 1.7995 plating criteria. LOAD CASE(S) Standard 1) Regular: Lumber Increase=715, Plate Increase=7.25 Uniform Loads (plf) Vert: 7-2=-90 0, 2.9=-70.0, 3.9=•70.0, 3.4=-70.0, a•5=-70.0, Z-70=•20.0. 8-10=•20.0. 8•t 7=-20.0, 7•t 1=-20.0, 7.72=•20.0, 6-12=-20.0 Concentrated Loads (!b) Vert: 9=437 70=22 17=33 72=-7 Y• ~A SY`ATE OF ~~O R~Q~ Job Truss Truss Type Dry Pty Richard Thompson-Lipinski Residence ' 9900084 CJ05 ROOF TRUSS t t TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0.32 s Jun 4 7998 MiTek Industries, Inc. Mon May 17 07:52:25 1999 Page t LOADING (psi SPACING 2-0-0 CSI DEFL fin) (loc) Ildetl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 VeA(LL) n/a - n,'a M20 2491790 TCDL 75.0 Lumber Increase 1.25 BC 0.03 Ven(TL) -0.00 2-4 >999 BCLL 0.0 j2ep Stress Incr YES WB 0.00 Hoe{TL) -0.00 t n!a BCOL 10.0 Code SBC/SBCCI (MaVixj 1st LC LL Min I/deft = 240 Weight: 73 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing, REACTIONS (Ib/size) 7=7 0 710-3-8, 3=57!0.3.8, 2=307/0-8.8, 4=2610.1-8 Max Horz2=167(load case 3) Max Uplift?=-79{load case 2), 3=-78(load case 3), 2=-f74(load case 2) FORCES (Ib) -First Load Case Only TOP CHORD 7-2=50, 2-3=-43 80T CHORD 2.4=0 NOTES t) This truss has been designed for the wind loads generated by t 70 mph winds at 44 ft above ground level, using 70.0 psf top chord tlead load and 5.0 psf bottom chortl dead load, t mi from hurricane oceantine. on an occupancy category I, condition 1 enclosed building, of dimensions 73 ft by 43 h with exposure C ASCE 7.93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. tf porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is t.33 2) All plates are M20 plates unless otherwise indicated. 3) Bearing at joint(s) t considers parallel to grain value using ANSIRPI t-7995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joings) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 Ib uplift at joint 1, 76 tb uplift at joint 3 and 774 Ib uplift at joint 2. 6) This truss has been designed for both TPI-85 and ANSIRPI 7.7995 plating criteria. LOAD CASE(S) Standard V. r v ~/ -1, ":rte ~ ; STATF OF :~ ~ ~ ~~OR1~P ~~' r -2-9-15 2-4-15 _ _ 2-9-15 2-9-15 Job Truss Truss Type Dry Ply Richard Thompson-Lipinski Residence 9900084 CJ06 ROOF TRUSS 2 1 i TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 07:52:30 1999 Page 1 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCOL 10.0 SPACING 2-0.0 Plates Increase 1.25 Lumber Increase 1.25 Rep SVess Incr NO Code SBC/SBCCI CSI TC 0.44 BC 0.05 WB 0.00 (Matrix} DEFL (in) (IOC} Vert(LL) n/a - Vert(TL) -0.01 2-4 Horz(TL) -0.00 3 tsi LC LL Min Vtleil = 240 Ilde(I nla >999 n/a PLATES GRIP M20 2491190 Weight: t81b LUMBER BRACING TOP CHORD 2 X 4 SYP No 2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No2p BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 1=1 5610 3-8, 3=-ZO-3-8, 2=•2t/0.5-11, 4 =33/0-1-8 Max HorZ 2=21 t(load Case 3) Max Upliftl=-130(load case 2). 3=-14(Ioad case 3) , 2=-21(load case 1) Max Grav2=208(load case 4), 4=33(IOad case 1) FORCES (Ibj -First Load Case Only TOP CHORD 1.2=26. 2-5=90, 3-5=-63 80T CHORD 2-6=0, 4-6=0 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load. 1 mi from hurticane oceanline, on an occupancy category I, condition I enclosetl building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Except as shown below, special connection(s) required to suppoR concenbated loatl(s). Design of connection(s) is delegated to the building designer. 3) All plates are M20 plates unless otherwise indicated. 4) Bearing at joint(s) 1 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of Wss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable o! withstanding 130 Ib uplift atjoint 1, to Ib uplift at joint 3 and 21 Ib uplift at joint 2. 7) This Uuss has been designed for both TPI-85 and ANSI/TPI 1.1995 pfaGng criteria. LOAD CASES} Standard t) Regular Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (ptf) Vert; t-2=-90.0, 2-5=-70.0, 3.5=-70.0, 2-6=-20.0, 4-6=-20.0 Concentrated Loads (Ib) Vert 5=a 37 6=22 V. N * -: •k STATE OF ;'~ ,_ •...... _.c, 2-9-15 4-2-15 Jab Truss Truss Type Oty Ply Richard Thompson-Lipinski Residence 9900084 J07 ROOF TRUSS 4 ~ i TRUE TRUSS tNC ,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries. Inc. Mon May 17 07 52'33 1999 Page 1 -2-0-0 ~ 1-0-0 r ~ 2-0-0 1-0-0 i i, 6 00 72 c . i ~ f i 7 I I° T7 4 i 3.00 2 i ~ 3x4 7 i 7-0-0 ~ t-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deH PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) n/a nJa M20 2491790 TCDL 75.0 Lumberlncrease 7.25 BC 0.00 Vert(TL) D.77 7-2 >232 BCLL 0.0 Rep Svess Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10 0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft = 240 Weight: 71b LUMBER BRACING 70P CHORD 2 X a SYP No.2D TOP CHORD Sheathed. 80T CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 6.0-0 on center bracing. I REACTIONS (Ib/size) 3=-738/0.3-8, 2=36010-6-0, 4=9/0-7-8 Max Ho22=173(Ioad case a) Max Uplift3=-138(load case 7 }, 2=-593(load case 4) Max Grav3=312(load case 3), 2=360(load case t), a=9(load case 7) FORCES (Ib) -First Load Case Only TOP CHORD 7-2=57, 2-3=-7 75 BOT CHORD 2.4=2 NOTES t) This truss has been designed for the wind loads generated by 710 mph winds at 44 ft above ground level, using 70.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hunicane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 73 ft by a3 ft with exposure C ASCE 7-93 per SBCJSBCCI If end verticals exist, they are nol exposed to wind. H cantilevers exist, they are exposed to wind, II porches exist, they are not exposed to wind. The lumber DOL increase is 7.33, antl the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 7-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provitle mechanical connection (by others} of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 738 Ib uplift at joint 3 and 593 Ib uplift at joint 2. 6} This truss has been designed for both TPI-85 and ANSIITPI 1-7995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Richard Thompson-Lipinski Residence 9900084 J02 ROOF TRUSS 4 1 s TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 07:52;37 1999 Page 1 T 1 N ri O LOADING psf) SPACING 2.0-0 CSI DEFL (in) (loc) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC O.St Vert(LL) n/a - n/a M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.19 t-Z >136 BCLL 0.0 Rep SVess Incr YES WB 0.00 Ho2(TL) -0.00 3 n!a BCDL t0 0 Cotle SBC/SBCCI (Matrix) 1st LC LL Min I/tlefl = 240 Weight: 13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. i BOT CHORO 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. i REACTIONS (Ihlsize} 3=33/0.3.8, 2=3a0~0-6-0, 4=2810-t-8 Max Horz 2=251(load case 4) Max Uplih3=-2a(load case 2), 2=-415(load case 4) Max Grav3=50(load case 3}, 2=340(load case 1), 4=28(load case 1) FORCES (Ib) -First Load Case Only t 7OP CHORD t-2=59, 2-3=-78 BOT CHORD 2.4=5 NOTES t }This truss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead toad and 5.0 psf bottom chord dead toad, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBCISBCCI If end verticals exist, they are not exposed to wind. H ~ cantilevers exist they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) Bearing at joint(s) 2 Considers parallel to grain value using ANSIlTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. a) Provide mechanical connection (by others) of Wss to bearing plate at joint(s) 4. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 2a Ib uplift at joint 3 and 415 Ib uplift at joint 2. 6) This truss has been designed for both TPI-85 and aNSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard i ~. G s~IR No. ~tXE OF 0 R~OP: ~ -2-D-0 ~ 3-0-0 ---~ 2-0-0 3_0.0 Job Truss Truss Type Dry Ply Richartl Thompson-Lipinski Residence 9900084 J03 ROOF TRUSS 5 t t TRUE TRUStS ING., JACKSUNVtLLt rl. su~o i 5-0-0 i r 5- - LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc} I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) n/a - n/a M20 2491190 TCDL 15.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.21 1.2 >126 0 BCLL 0 Rep Suess Incr YES WB 0.00 Horz(TL) -0.00 3 n/a . i BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/dell = 240 Weight: 20 fb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D REACTIONS (Ib/size} 3=129/0.3.8, 2=403:0.6-0, 4=4810.1-8 Max Hors 2=334(load case 4) Max Uplift3=-148(toad case 2). 2=-394(load case 4) FORCES (Ib) -first Load Case Only TOP CHORD t-2=59, 2-3=46 BOT CHORD 211=9 BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. NOTES t) This truss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead toad, t mi from hurricane oceaniine, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 ft wiN exposure C ASCE 7.93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. tt cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The (umber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 Olales unless oNerwise indicated. 3) Bearing at joint(s) 2 considers parallel io grain value using ANSIITPI 1.1995 angle to grain formula. Building designer should verify capacity of bearing surface. a) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 Ib uplift at joint 3 and 394 Ib uplift at joint 2. 6) This truss has been designed for both TPI-85 and ANSI/TPI 1.1995 plating criteria LOAD CASE(S) Standard V• R 10, -2-0-0 5-0-0 2-0-0 5-0-0 Job Truss Truss Type Ob Ply Richard Thompson-Lipinski Residence , 9900084 J04 ROOF TRUSS 10 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0.32 s Jun 9 7998 MiTek Industries, Inc. Mon May t7 07:52:47 1999 Page i i r -2-0-0 1.0_0 i ~ 2'0-0 1-0-0 I I I i I i T R t ~ LOADING(pst) SPACING 2-0-0 CSI DEFL {in) (loc) Iltlefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) n/a n/a M20 249/190 ~ TCDL t50 Lumberlncrease 1.25 BC 0.00 Vert(TL) 0.11 t-2 >224 BCLL 0.0 Rep Stress Incr YES WB 0.00 Ho2(TL) 0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix} 1st LC LL Min l/tlefl = 240 Weight: 7 Ib LUMBER BRACING ~ TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. 80T CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0.0 on center bracing, REACTIONS (Ib/size) 3=-148/0.3-8, 2=370/0.9-4, 4=9/0-1-8 Max Ho22=179(load case a} Max Uplift3=-148(load case 7), 2=-634(load case 4) Max Grav3=349(load case 3), 2=370(load case 7), 4=9(load case 7) FORCES (Ib) - F;rst Load Case Only i TOP CHORD t-2=63, 2-3=-107 j 80T CHORD 2~=0 I NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI !i end verticals exist, they are not exposed to wind. H ~ cantilevers exist, they are exposed to wind. It porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 i 2) All plates are M20 plates unless otherwise indicated. 3) Provitle mechanical connection (by others) of Wss to bearing plate at joint(s) a. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding t4B Ib uplift at joint 3 and 634 Ib uplift at joint Z. 5) This truss has been designed for both TPI-85 and ANSIlTPI 1-1945 ptaGng criteria. j LOAD CASE(S) Standard V. C ~tIFl * Y ~* TE dF :~ ~ ~~OR~~p''t1r ,, ~`rs/ON et c~~a'' 'Job Truss Truss Type Oty Ply Richard Thompson•Lipinski Residence 9900084 J05 ROOF TRUSS 2 1 TRUE TRUSS INC.. JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 07:52:51 1999 Page 1 -2-0-0 200 i it ~, 3-0-0 300 I i 6.00 12 y T1 82 ~ 81 .n i q o I 5 i i 3x4= 8.00 12 2x4 = 1 i~ i + I ~ 2-3-4 3-0-Q , 2-3-4 0-8-12 LOAOING(psf) SPACING 2-0-0 CSI OEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 0.53 Vert(LL} n/a - n/a M20 2491190 TCDL 15.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.19 1-2 >141 BCLL 0.0 Rep Suess Incr YES WB 0.00 Horz(TL) -0.00 3 n!a BCDL 10.0 Code SBClSBCCf (Matrix) 1st LC LL Min I/deft = 240 Weight: 131b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. i BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. REACTIONS pb~s~ze) 3=32!0.3-8, 2=313;0.9.4, a=1310-1.8 M1tax Hoe 2=256(load case 3) Max Uplift2=-439(load case 3) FORCES (Ib) -First Load Case Onfy TOP CHORD 1.2=63, 2.3=-75 BOT CHORD 2-5=-0, 4-5=7 NOTES I t) This truss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 pst bottom chord tlead load, 1 mi from hurricane i oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7.93 per SBGSBCCI tf end verticals exist, they are not exposed to wind. If I cantilevers exist, they are exposed to wintl. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. a) Provide mechanical connection (by others) of truss to bearing plate capable of withs tanding a39 Ib uplift at joint 2. 5) This truss has been designed for both TPI-85 and ANSI/TPI 1.1995 plating criteria. LOAD CASE(S) Standard v. No. 1`E OF R~~P Job Truss Truss Type Oty Ply Richard Thompson-Lipinski Residence /9900084 i J06 ROOF TRUSS 4 1 ~ TRUE TRUSS INC., JACKSONVILLE FL 32226 4.0-32 s Jun 9 1996 MiTek Industries, Inc. Mon May 17 07:52:57 1999 page 1 i_ _ •2-0-0 2-D-0 I 2-1-B 2-1.8 3 11 0 ~ 5 0 0 -'t 1-9-8 1-1.0 1x411 6 00 ~12Z M ° . 1 x4 11 ry B3 7 2 6 7 4 4x4 = 4 87 B 8.00 72 4x4 = 1 2x4 = I ~ 2-3-4 ~ I~ 3-9-4 ~ 5~ 0-0 ~ 2-3-4 1-6-0 1.2.12 ~ ~ LOADING (psf) SPACING 2-0.0 CSI DEFL (in) (loc) Ildefl PLATES GRIP TCLL 20.0 Plates tncrease 7.25 TC 0.53 Vert(LLj -0.01 8 >999 M20 249/190 TCDL 15.0 Lumber tncrease 1.25 BC 0.31 Vert(TL} 0.18 1-2 >144 BCLL 0.0 Rep Stress Incr YES WB 0.02 Ho2(TL) -0.01 6 n/a BCDL 10.0 Code SBGSBCCI (Matrix) 1st LC LL Min Vdefl = 240 Weight 221b I LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 $YP No.3 BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (IblsiZe) 5=45/0-1-B, 2=366/0-9-a, 6=175/0-1-8 Max Horz 2=3a2(toad case 4) Max UpIiRS=-76(load case 4), 2=-397(load case 3).6=-at(load case a) FORCES (Ib) -First Load Case Only TOP CHORD t•2=63, 2.3=-67, 3-4=70, 4-5=t7 BOT CHORD 2-6=-29, 7.8=-34, 6.7=-2 WEBS 3.6=51, a-7=•153 NOTES 1) Th;s Wss has been designed for the wind loads gene2ted by i t0 mph winds at a4 ft above ground level, using 10.0 ps( top chord dead Toad and 5.0 psf bottom chord dead load, 1 rni from nurriwrs oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 h by 43 ft with exposure C ASCE 7.93 per SBClSBCCI If end verticals exist, Ney are not exposed to wind. N cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Atl plates are M20 plates unless otherwise intlicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5, 6. a) Provide mechanical connection (by others) of truss to bearing plate capable of withstantling 76 Ib uplift at joint 5, 397 Ib uplift at joint 2 and 4 t Ib uplift at joint 6. 5) This Wss has Deen designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(5) Standard V. 7~TE OF 0 A10P _.~ Job Truss Truss Type Oty Ply Richard Thompson•Lipinski Residence 9900084 J07 ROOF TRUSS 4 7 ~ I TRUE TRUSS INC.. JACKSONVILLE fl. 32226 4.0.32 s Jun 9 1996 MiTek Industries, Inc. Mon May 17 07:53:01 1999 Page 1 -2-0-0 ~ 5.0-0 --i 2-0-0 5-0-0 6.00 12 1 B1 a 1 2x4 = i 5-0-0 5-0-0 LOADING (psf) SPACING 2.0-0 CSI DEFT. (in) (loc) I/deft PIATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) n/a - Na M20 2491190 TCDL 15.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.22 1-2 >119 BCLL 0.0 Rep SVess Incr YES WB 0.00 Horz(TL) -0.00 3 n/a 1 BCDL 10.0 Code SBGSBCCI (Matrix) 1st LC LL Min Ildefl = 2a0 WeighC t9 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (!b/site) 3=126/0-3-6, 2=404/0.9-4, 4=46/0-1-8 Max Horz 2=336(load case 4) Max Uptift3=-1a1(load case 2), 2=-402(load case a) FORCES (Ib) -First Load Case Onty TOP CHORD t•2=63, 2-3=44 ' 8OT CHORD 2-i=0 NOTES t) This truss has been designed for the wind loads generated by 110 mph winds at 44 K above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurticane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBGCI tf end verticals exist, they are not exposed to wind. H cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 Ib uplift at joint 3 and 402 Ib uplift at joint 2. 5) This truss has been designed far both 7PI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard I V. :STATE OF :~ 'c~OR10p''~' ~ssinN s~'~~ Job Truss Truss Type Oty ply Richard Thompson-Lipinski Residence 9900084 J09 ROOF TRUSS ~ 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 i 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 07:53:09 1994 =age 1 I '- - - Q-1 D-q 0-10-4 3-0-0 ~ 2-1-12 I 6.00 ~ 12 ~ o_ o T1 82 3 I R q 1 Bt 6.00 12 2x4= ~ 4 3x4 = `- - -- 1-0-0 3-0-0 I 1-0-0 2-0.0 4. - - . LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (IOC) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) n/a - n/a M20 2491190 TCDL 15.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.07 4 X999 BCLL 0 0 Rep Svess Incr YES WB 0.00 Horz(TLj -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/detl = 240 Weight: 10 Ib LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D REACTIONS (Ib/size) 1=101!0.1-6. 2=10110-1.6, 3=39/0.1-8 Max Horz 1=124{load case 2) Max Upliftl=-57(load case 2), 2=-122(load case 2} FORCES (Ibl ~ First Load Case Only TOP CHORD t•2=37 BOT CHORD 1-4=0, 3.4= t 7 BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or t0-0-0 on center bracing. NOTES t) This truss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chortl dead load, 1 mi frcm hurricane oceanline, on an occupancy category I, condition i enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7.93 per SBGSBCCI If end verticals exist, they are not exposed to wind. H cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of Wss to bearing plate at joint(s) t, 2, 3. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 Ib uplift at joint 1 and 122 Ib uplift at joint 2. 5) This truss has been designed for both TPI.85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Pty Richard Thompson-Lipinski Residence 9900084 J20 ROOF TRUSS 2 1 TRUE TRUSS INC.. JACKSONVILLE FL. 32226 4.0.32 s Jun 9 1998 Mi78k Intlustries, Inc. Mon May 17 07:53:13 1999 page 1 2-6-0 3-0-0 2-6-0 0-6-0 n 0 I~ . 2 I LOADING (psf) SPACING 2.0-0 CSI DEFL (in) (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) n!a - n/a M20 249/190 TCDL 75.0 Lumber Increase 2.25 BC 0.00 Vert(TL) 0.19 1.2 >141 BCLL 0.0 Rep SVess Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCOL 10.0 Code SBC/SBCCI (Matrix) ist LC LL Min I/deft = 240 Weight: 131b LUMBER BRACWG TOP CHORD Z X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. REACTIONS (Ib/size) 3=3210-3-8, 2=313/0-6.0, 4=910-1.8 Max Horz 2=256(load case 3) Max Uplift2=-439(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=63, 2.3=-75 BOT CHORD 2-5=-0, 4-5=4 NOTES i 1) This truss has been designed for the wind loads generated by 110 mph winds at 44 tt above ground Level, using 20.0 psf top chord dead load and 5.0 psf bottom chord dead load, t mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. d cantilevers exist, they are exposed to wind. !f porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing place capable of withstanding 439 Ip uplift at joint 2. 5) This Vuss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. ' LOAD CASE(S) Standard ~~• ~ No. • •~ OF .e~.'••~O RiQP; 2-0-0 3-0-0 Job Truss Truss Type Ory Ply Richartl Thompson-Lipinski Residence 9900084 J11 ROOF TRUSS 4 1 ~ ` TRUE TRUSS INC.. JACKSONVILLE FL 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 07:53:17 1999 Page 1 ~ -2.0-0 200 2-4-4 244 5-0-0 27-12 ~ 1x4 11 ~ 6.00 r12 0 3 w, B2 5 6 q 3x4= 4 B1 7 6.00 12 5x5= i 2x4 = ~ 2-6-0 ~ 4-6-0 5.0-0 ~ 2-6-0 2-0-0 0-6-0 LOADtNG(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I1def1 PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.03 7 >999 M20 249/i90 TCDL 15.0 Lumberlnaease 1.25 BC OAZ Vert(TL) 0.19 1.2 >737 BCLL 0.0 Rep SVess Incr YES WB 0.01 Horz(7L) -0.03 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) tst LC LL Min I/def! = 240 Weighk 21 Ib LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X a SYP No.3 REACTIONS (Iblsize) 4=153/0.1-8. 2=404!0-6-0, 5=29/0.1.8 Max Horz 2=342(load case 4) Max Uplift4=-119(load case 4), 2=-403(load case 4} FORCES (Ib} • First Load Case Only TOP CHORD r-2=63, 2-3=-1 t2, 3.4=67 BOT CHORD 2.7=5, 6-7=7, 5-6=0 WEBS 3.7=44 BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applietl or 6-0-0 on center bracing. NOTES t) This truss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, t mi from hurricane oceanline. on an occupancy category 1, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7.93 per SBClSBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5. 41 Provide mechanical connection (by others! of truss to bearing plate capable ofwithstanding 1191b uplift atjoinl4 and 403 Ib uplift at joint 2. 5) This tress has been designed for boat TPI-fiS and ANSIlTPI 1.1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Richard Thompson-Lipinski Residence X9900084 J12 ROOF TRUSS 4 ] TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 S Jun 9 1998 MiTek Industries, Inc. Mon May 17 07:53:2] 1999 Page 1 -2-0-0 3-0-0 ~ r 2-0-0 3-0-0 i I 8.00 ro I T1 I B 1 ~ B, Io 5 q I I 3x4 = 6.00 ~12 ~ 2x4 = ] ~ 2-9-4 3-0-0 2-9-4 0-2-12 I LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) n/a n/a M20 2x9/190 TCDL 15.0 Lumberlncrease 1.25 BC 0.00 Vert(TL) 0.19 1-2 >]4] BCLL 0.0 Rep SVess Incr YES WB 0.00 Hvrz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1sl LC LL Min Ildett = 240 Weight: ]3 Ib LUMBER BRACING TOP CHORD 2 X a SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or f0-0-0 on center bracing. ~ REACTIONS (IblSize) 3=32/0-3-8, 2=313x0.9-4, 4=310-1-8 Max Ho22=256(load case 3) Max Uplift2=-439(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD 1.2=63, 2-3=-75 B07 CHORD 2.5=0.4-5=] NOTES ])This truss has been designed for the wind loads generated by 7 ] 0 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 pst bottom chord dead load. 1 mi from hurricane oceanline, on an occupancy category I, condition !enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7.93 per SBClSBCCI It end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is ].33 2) All plates are M20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of Wss to bearing plate al joint(s) 4. a) Provide mechanical connection (by others) of truss to bearing plate capable o! withstanding 439 Ib uplift atjoint 2. 5) This Wss has been designed for both TPI.85 and ANSI/TPI ]-1995 plating criteria. LOAD CASE(S) Standard V. :* TE OF /~ ' ~i~;~~OR10P~~ ''~- ss/nwa~~~ Job Truss Truss Type Qty Ply Richard Thompson-Lipinski Residence 9900084 J73 ROOF TRUSS 4 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1996 Mi7ek Industries, Inc. Mon May t7 07 53:25 1999 Page 1 i ~ -2-0'0 ~ 2-0-0 i 2-7-8 j 5-0-0 ~ 2-7-8 2.4-8 I i t x4 11 ~ 6.00 t 2 ~ i I Wt I i 1 1 i 5 B2 6 4 I o ~ 3x4= I l B1 7 s.oo ~ z 5x5= ~ 1 2x4 = ~ I 2-9-4 ~ 4-9-4 5-0-0 2-9-4 2-0-0 0-2-12 P LOADING (psf) SPACING 2.0.0 CSI DEFL (inj (!oc) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.04 7 >999 M20 2491190 TCDL 15.0 Lumberlncrease 1.25 BC 0.03 Vert(TL) 0.19 t•2 >141 BCLL 0.0 Rep Svess Incr YES WB 0.01 Horz(TL) -0.03 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/deb = 240 Weight: 221b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=15710.1-6, 2=405/0.913, 5=23/0.1-6 Max Horz 2=342(load case 4) i Max Uplift4=-117(load case 4), 2=-403(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=63, 2.3=•111. 3-4=64 BOT CHORD 2.7=5.6-7=7, 5-6=0 WEBS 3-7=46 NOTES 1) This truss has been designed for the wind loads generated by 1 t0 mph winds at 44 ft above ground level, using 10.0 psf top chortl dead load and 5.0 psf bottom chord dead load. 1 mi trom hurricane condition 1 enclosed building, of dimensions 73 h by 43 h with exposure C ASCE 7-93 per SBC/SBCCI I(end verticals exist, they are not exposed to wind. If on an occupancy category I oceanline , , cantilevers exist. they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5. _ 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding t t 7 Ib uplift at joint 4 and 403 Ib uplift at joint 2. 5) This Wss has been designed for both TPI-85 ana v,rv~u i ri ~-isno piaung crnnna LOAD CASE(S) Standarc! ~1 No. llf'fE OF S O R\Op' _ c. Job Truss Truss Type Oty Ply Richard Thompson-Lipinski Resitlence 4900084 J14 ROOF TRUSS 6 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 07:53:29 1999 Pape 1 2-7-8 2-7-8 4-11-0 7-0-0 "I 2-3-8 2-1-0 1x411 6.00 12 ~'} 1xd II 0 t N O 1 i wz z 6 5 4 "~ a 1 4x4= 7 8.00 72 2x4= 4x4= 2-9-4 4-~4 ~ 7-0-0 2-9-4 2-0-0 2.2-12 Pi - -4 - •4 I i LOADING(psi) SPACING 2-0-0 CSI DEFL (in) (lot) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.32 7 >255 M20 249/190 TCOL 15.0 Lumber Increase 1.25 BC 0.91 Vert(7L) -0.26 7 >312 BCLL 0.0 Rep Stress tncr YES WB 0.08 Horz(TL) 0.06 5 n/a BCOL 10 0 Code SBC/SBCCI (Matrix) 1st LC LL Min Ildefl = 240 Weight: 26 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigitl ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (!b/size) 1=Z27J0.9.4, 4=10610-1-8, 5=28210-1.8 Max Horz 1=289(load case 4) ~.. Mar I Inlik7=-e 9nnarl rata 31 d=-9lnrtnarl ease 41. 5 =-114 !load casa 41 FORCES (Ib) • First Load Case Only TOP CHORD 1.2=14, 2-3=100, 3.3=41 BOT CHORD 1-7=-29, 6-7=-32, 5.6=-1 WEBS 2-7=58, 3-6=-231 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds a1 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hunicane oceanline, on an occupancy category I, contlition I enclosed building, of dimensions 73 tt by 43 ft with exposure C ASCE 7.93 per SBC/SBCCI If end verticals exist they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Ail plates are M20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of Wss to bearing plate at joint(s) 4, 5. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 Ib uplift at joint t, 110 Ib uplift at joint 4 and 214 Ib uplift at joint 5. 5) This Wss has been designed for both TPt-85 and ANSIlTPI 1-1995 plating criteria. LOAD CASE(S) Standard V. ~'~'ATE OF ~~OR\OP Job 'Truss ~TrussType Dry Ply ~ Richard Thompson-Lipinski Residence 15 jROOF TRUSS TRUE TRUSS INC.. JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 07:53:34 1999 Page 1 2 -0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRtP 7CLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) n!a - n/a M20 2491190 TCDL 15.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.15 1-2 >170 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/de8 = 240 Weight: 10 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS {Ib/size) 3=•14!0.3.6, 2=316/0.6-0, 4=1910-1-8 Max Horz2=220(load case 4) Max Uplitt3=-14(load case 1), 2=-i45(load case 4) Max Grav 3=121(load case 3), 2=316(load case 1), 4=19(load case 1) FORCES (Ib) -First Load Case Only TOP CHORD 1.2=63, 2.3=-70 BOT CHORD 2.4=0 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psi bottom chortl dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7.93 per SBC/SBCCI It end verticals exist they are not exposed to wind. It cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 Ib uplift at joint 3 and 445 Ib uplift at joint 2. 5) This Wss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. !~ LOAD CASE(S) Standard v. .,, _* STATE OF ;`~ s/1iN e E~~' ) -2-0-0 -0-D -i Z-0-0 Z-0-0 Job Truss Truss Type Dry Ply Richard Thompson-Lipinski Residence 9900084 J16 ROOF TRUSS 2 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, InC. Mon May 17 07:53:39 1999 P I 2 age 1 I - -0-0 2'0-0 I 3.0-0 ~ 3-0-0 I ) 6.00 12 i T1 81 I i 4 7 1 2x4 = 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (Ioc) I/deft PLATES GRtP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) n/a - n/a M20 249/190 TCDL 75.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.20 1-2 >132 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Udefl = 240 Weight: 131b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. 80T CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 3=32/0-3-8, 2=341/0-4-0, 4=28/0-1-8 Max Horz 2=256(load case 4) Max Uplift3=-t5(load case 2), 2=-425(load case 4) Max Grav3=59(loatl case 3), 2=34t(load case 1), a=28(load case 1) FORCES (Ib) -First Load Case Only 70P CHORD 1-2=63, 2-3=-75 BOT CHORD 2-4=0 NOTES 7) This truss has been designed !or the wind loads generated by 170 mph winds of 44 fl above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C A$CE 7-93 per SBC/SBCCI It end verticals exist, they are not exposed to wind. It cantilevers exist, Ney are exposed to wind. ((porches exist they are not exposed to wind. The lumber DOL increase is 7.33, and the plate grip increase is 7.33 2) All plates are M20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provitle mechanical connecton (by others) of truss to bearing plate capable of withstanding 15 Ib uplift at joint 3 and 425 Ib uplift at joint 2. 5) This truss has been designed for both TPI-85 and ANSI/TPI 7.1995 plating criteria. LOAD CASE(S) Standard BIYly V -CAR ~ ~. 3 g :. ~* . -4 STAORIOP'r~~i 90 :, ~ ..- Job Truss Truss Type Ctly Pty Richartl Thompson-Lipinski Residence 9900084 J11 ROOF TRUSS 9 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 07:53:a4 1999 Page 1 1 •2-0-0 2-9-4 4-9-4 6 1 7 2-0-0 2-9-4 2-0-0 0-4-3 2x4 I I c `4 4 = 4 ' ~ 2-9-4 ~ 4-9-4 b-1-7: ' 1 -4 0 0 -4 LOADIN G (psf) SPACING 2-0-0 CSI DEFL (inj (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.01 2-10 >999 M20 2491790 TCOL 15.0 Lumber Increase 1.25 BC 0.24 Vert(TL) 0.12 1-2 >278 BCLL 0.0 Rep SVess Incr YES WB 0.00 Horz(TL) -0.00 6 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/de ft = 240 Weight: 231b LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 5=-47/0.1-8, 2=395/0-9-4, 6=250/0-7-8 Max Horz 2=347(load case 4) Max Uplifts=-47(load wse 1), 2=•398(load case 3), 6=-134(load case 4) Maz Gravy=23(load case 3), 2=395(load case 1), 6=250(load case 1) FORCES (Ib) • First Load Case Only TOP CHORD 1-2=63, 2.3=-173. 3-4=-73, 4-5=-35 BOT CHORD 2.70=95, 9-10=-3, 3.9=-37. 8-9=63, 7-8=74, 4-7=-167, 6-7=0 NOTES 1) This truss has been designed for the wind loads generated by 710 mph winds at 4a ft above ground level, using 70.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from huniWne oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. K cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 Ib uplift at joint 5, 398 Ib uplift at joint 2 and 134 Ib uplift at joint 6. 5) This truss has been designed for both TPI-BS and ANSIlTPI 7-1995 plating criteria. LOAD CASE(S) Standard t~NV • CAft9~~ ~~ ~SIFlC;4 :C o. • ~~I Job Truss Truss Type 990008-0 J18 ROOF TRUSS TRUE TRUSS INC.. JACKSONVILLE FL. 32226 Dry I Ply I Richard Thompson-Lipinski Residence 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 07:53:48 1999 Page 1 a N N O O 1 LOADING(psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10 0 Code SBGSBCCI LUMBER 70P CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D ~ 2-g-4 1 5-1-7 CSI DEFL (in) (loc) Udefl PLATES GRIP TC 0.53 Vert(LL) 0.01 6 >999 M20 2491190 BC 0.24 Vert(TL) 0.12 1-2 >217 WB 0.00 Horz(TL) 0.00 5 n/a (Matrix) 1st LC LL Min I/deb = 240 Weight: Zt Ib BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing, Except: 10-0-0 on center bracing: 2-7. REACTIONS (Ib/size) 4=93/0-1-8, 2=38810-9.4, 5=176!0-1-8 Max Horz2=347(load case 4) Max Uplifta=-94(load case 4), 2=-398(load case 3), 5=-26((oad case 4) FORCES (I4) - Firsl Load Case Only TOP CHORD t-2=63, 2.3=-162, 3-4=34 BOT CHORD 2-7=88, 6-7=-7, 3-6=-75, 5.6=0 NOTES i) This truss has been designed for the wind loads generated by 710 mph winds at 44 h above grountl level, using 10.0 psf top chord dead load and 5.0 pst bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosetl building, of dimensions 73 ft by 43 ft with exposure C ASCE 7.93 per SBGSBCCI If entl verticals exist, they are not exposed to wind. K ~, cantilevers exist, they are exposed to wind. tF porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 4, 5. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 Ib uplift al joint d, 398 Ib uplift at joint 2 and 26 Ib uplift at joint 5. 5) This truss has been designed for both TPI.85 and ANSVTPI 1-1995 plating criteria. LOAD CASE(S) Standard V• No. OF - _ '2-20 ~ 2-9-4 1.7 ~ ~ 2-0-0 2-9-4 2-4-3 Jay Truss Truss Type Oty Ply Richard Thompson•Lipinski Residence 9900084 T25 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 07:59:58 1999 Page 1 j i 6-0-4 6-a-0 13-0-0 ~ 17-6-0 r I 6-0-4 0-1-12 6-10-0 4-6-0 5x5= I 3x4 = 0 sx. ' 5x5 = 2x4 I I i 6.00 12 3x4 = 6-2-0 ~ 8-2-0 ~ 14-6-0 ~ 16-6-0 17-6-0 6-2-0 2-0-0 6-4-0 2-0-0 1-0-0 i 1° I Y •1 - -0 I LOADING(psf) SPACING 2.0-0 CSI DEFL (in) (loc) I/deft 1 PLATES GRIP I TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) 0.08 7.8 >999 M20 249!190 ~ TCOL 15.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.10 7-B >999 ~ BCLL 0.0 Rep SVess Incr YES WB 0.59 Horz(TL) -0.04 5 n/a BCDL i 70.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deB = 240 Weight: 101 Ib LUMBER BRACING TOP CHORD 2 X a SYP No.2D TOP CHORD Sheathed or 5-1-1 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6.4-10 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-5 REACTIONS (Ib/size) 1=775/0-3-0, 5=775/0-3-0 Max Horz 1=539(load case 3) Max Uplittl=-348(load case 3), 5=-553(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=-1317. 2.3=•1276. 3-4=•3»5. 4.5=•764 ' BOT CHORD 1-9=1100. 6.9=120a, 7.8=a 94, 6.7=26, 5-6=6 WEBS 2-9=-411, 2-8=-52, 3-8=635, 3-7=-567, 4-7=743 NOTES t) This truss has been designed for the wind Toads generated by 110 mph winds at 44 h above ground level, using 70.0 psf top chord dead load and 5.0 psf bottom chord dead load, t mi from hurricane ' oceanline, on an occupancy category I, contlition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to ~~~ind. tt ~, cantilevers exist, they are exposed to wind If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 348 Ib uplift at joint 1 and 553 Ib uplift at joint 5. ' 5) This truss has been designed for both TPI-85 and ANSIlfPI 1-1995 plating criteria. I LOAD CASE(S) Standard Q~~~ s~.~ G * Y : ~Ar TE OF :~ '~ P,. '~, ~,~;••.~ O A 1~,, ~+- ss~nNS~~~~ Job Truss Truss Type Oly Ply Richard Thompson-Lipinski Residence 9900084 T26 ROOF TRUSS 1 t , TRUE TRUSS INC.. JACKSONVILLE FL. 32226 4 0-32 s Jun 9 1996 MiTek Industries, Inc. Mon May 77 08:00:02 1999 Page t I 5-4-5 10-2-2 15-0-0 1~ 7-6-0 5-4-5 4.9-14 4-9-14 2-6-0 4x8= 2x4 I I 6.0012 3x4! 3 tx4~~ i ~ W 1 5 4 0 3x4 = 6 7 6 3x4= 3x4= 3x4= 7-9-4 15-0-0 17-6-0 r- i 7-9-4 7-2-72 2-6-0 I t LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) 0.05 8 >999 M20 2491190 TCOL 15.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.11 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) -0.02 6 n/a BCDL 10.0 Code SBClSBCCI 1st LC LL Min Ildefl = 240 Weight: 111 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 5-8-1 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No 2D BOT CHORD Rigid ceiling directly applied or 6-6-13 on center bracing. ~ WEBS 2 X 4 SYP No 3 WEBS 1 Row at midpt 5-6 REACTIONS(Ib/size) 1=775/0-3-0.6=775.0-3-0 Max Horz 1=622(load case 3) Max Uplift7=-3ta(load case 3), 6=-587(load case 3) FORCES (Ib) • First Load Case Only TOP CHORD 1-2=-7126, 2-3=-879, 3.4=-223, 4.5=-0, 5-6=-82 BOT CHORD 1-8=999, 7-8=609, 6.7=209 WEBS 2-8=-310, 3.6=415, 3-7=-590, 4-7=520, 4-6=-703 i NOTES 7) This truss has been designed for the wintl loads generated by 110 mph winds at 4a ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7.93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. tf cantilevers exist, they are exposed to wind. It porches ezist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 t4 Ib uplift at joint 1 and 587 Ib uplift at joint 6 5) This truss has been tlesignetl for both TPi-85 and ANSI:TPI t-1995 plating criteria. LOAD CASE(S) Standard ~.~y,~,~'ypY1W^ .! V I.d~w No. /~!'rE O F OR10P _.i Job Truss Truss Type Oty Ply Richard Thompson-Lipinski Residence '9900084 T27 ROOF TRUSS 1 2 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 5 Jun 9 1998 MiTek Industries, Inc. Mon May 17 08:00:09 1999 Page 1 4-11_0 7-0-0 11-8-0 16-4-0 18-5-0 ~ 20-8-8 23-4-0 i 25-4-0 ~ ~ -2-0-0 2-7-8 T 2-0-0 2-7-8 2-3-8 2.1-0 4-8-0 4-8-0 2-1-0 2-3-8 2-7-8 2-0-0 4x8= 1x4 I I 4x8= 3x4 i 3x4 6.00 W2 W2 8 3x4 ~ W3 W 3x4 `7 0 5 W I 0 17 16 19 20 15 21 22 14 13 10 I Y 4 0 5x5= 3x4= 3x8= 3x4= 5x5= ~ 11 t8 t2 3z4= 3x4= SzS= 6.00 12 5x5= j ~ 2-9-4 ~ 4.9-4 ~ 7-0-0 11-8-0 16-4-0 18-6-12 ~ 20-6.12 ~ 23-4-0 2-9-4 2-0-0 2-2-12 4-8-0 4-8-0 2-2.12 2-0-0 2.9-4 ~ I - -4 i LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.29 14.15 >960 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.29 14.15 >967 BCLL 0.0 Rep SVess Incr NO WB 0.41 Ho2(TL) 0.15 10 n!a BCDL 10.0 Code SBC/SBCCf (Matrix) 1st LC LL Min I/deFl = 240 Weight: 249 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-1 on center purtin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-4.4 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=2238/0-9-4, 10=223810-9-4 Max Horz 2=•t 19(load case 2) Max Uplift2=•1660(load case a), 10=-1660(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD 1.2=63, 2.3=-4012, 3-4=-6520, 4.5=-5324, 5-6=-5854, 6-7=-5854, 7-8=-5325, 8-9=-6520, 9-10=-1072, 10-11=63 BOT CHORD 2-18=3461,17.18=3657,16-t7=5686,16-19=4854,19-20=4854,15-20=4854,15.21=4854,21-22=4854,14.22=4854,13-74=5686,12.13=3657,10.12=3467 WEBS 3.18=-1557,3-17=2533,4-17=1100,4-16=-7106.5-16=1494,5-15=1138,6.75=-282,7.15=1138,7.14=1494,0-t4=-1106,8-13=1100,9-13=2533,9-12=-1557 NOTES 1) 2-ply truss to be connected together with 0.131'x3" Nails as follows: Top chords connected wiN t row(s) at 0-9-0 on center. Bottom chords connected with 1 row(s) at 0-7-0 on center. Webs connected as follows. 2 X 4 • 1 row(s) at 0.9-0 on center. 2) This truss has been checked for unbalanced loading conditions. 3) This truss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load. t mi from hurtica-e oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 73 ft by 43 tt with exposure C ASCE 7.93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. tl I cantilevers exist, they are exposed to wind If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 4) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 5) Provide adequate drainage to prevent water ponding. 6) All plates are M20 plates unless otherwise indicated. 7) Provide mechanical connectlon (by others) of Wss to bearing plate capable of withstanding 1660 Ib uplift at joint 2 and 1660 Ib uplift at joint 10. 8) This Wss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.2=-70.0, 2.3=•70.0, 3-4=-70.0, 4-5=-70.0. 5-6=-70.0, 6.7=-70.0. 7-8=-70 0, 8-9=-70.0, 9-10=-70.0. 10-11=-70.0. 2.16=-20.0, 17.78=-20.0, 16-17=-20.0, 16-79=•20.0, 19-20=•20.0, 15.20=•20.0, t5-21=-20.0, 21.22=-20.0, 14.22=•20.0, 13-14=-20.0, 12.13=-20.0, t0-t2=•20.0 Concentrated loads (Ib) Vert: 16=-521 14=-521 19=-262 20=-262 2t=-262 22=-262 I ~w" `1 ~4r Y •'~9 ~ A~ ~FIC.4 ~9ra ~' 11TE OF O R\OP,, ..... _.r Job Truss Truss Type Oty Ply Richard Thompson-Lipinski Residence 9900084 T28 ROOF TRUSS t 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May t7 08:00:75 1999 Page 1 ,~~ _ 2.7-8 -r _ 4-11-0 T 9-0-0 14-4-0 ~ 18-5-0 20-8-8 23 4 0 + 9~~ 2-0-0 2-7-8 2-3-8 4-1-0 5-4.0 4.1-0 2-3-8 2-7-8 2-0-0 4x6 = 4x4 = ~ of Io -~ ~ 2-9-4 ~ 4-9-4 ~ 9-0-0 14-4-0 ~ f8-6-f ~ 20-6-12 ~ 23-4 0 -i 2-9.4 2-0-0 4-2-12 5-4-0 4-2-12 2-0-0 2-9-4 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udell PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.53 Vert(LL) 0.17 14 >999 M20 249/190 TCDL 15.0 Lumber Increase 7.25 BC 0.55 Vert(TL) -0.22 13-74 >999 BCLL 0.0 Rep Suess Incr YES WB 0.41 Horz(TL) 0.13 9 n/a BCDL 10.0 Code SBGSBCCI 1st LC LL Min I/deFl = 240 Weight: 1241b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3.5-13 on center purtin spacing. BOT CHORD 2 X 4 SVP No 20 BOT CHORD Rigitl ceiling directly applied or 5-9-7 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size} 2=1792/0-9-4, 9=1192/0-9-4 Max Horz2=-ta5(load case 2) Max Uplift2=-860(load case 4), 9=-860(ioad case 4) FORCES (Ib) • First Load Case Only ~ TOP CHORD t•2=32, 2.3=-1941, 3-4=-3016, 4-5=-7764, 5-6=-7595, 6.7=-7764, 7-8=-3016, 8.9=-7941, 9-70=32 BOT CHORD 2.16=1704, 15.16=1813, 14.15=2628, 13.14=1595, 12.13=2626, 11.12=7813, 9-t t=t704 WEBS 3-t6=-763,3-75=1090,4-15=710,4-14=-1116,5.14=462,5-13=-0,6-13=462,7-13=-1116,7-t2=770,6-t2=1090,8-t1=-763 NOTES t) This truss has been checked for unbalanced loading conditlons. 2) This truss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, t mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 tt with exposure C ASCE 7.93 per SBC/SBCCI If end verticals exist, they are not <-xposed to wind. tt ~ cantilevers exist, they are exposed to wind. !f porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated , 5) Provide mechanical connection (by others) of Wss to bearing plate capable of withstanding 860 Ib uplift al joint 2 and 860 Ib uplift at joint 9. 6) This truss has been designed for both TPI-85 and ANSI(TPI t-1995 plating criteria. ~~ LOAD CASE(S) Standard V. ' V ~8 STATE OF ;~~ ~c~o R,OP,\~ SPoNe~~E~~' 5XS - 600 t2 5x5= Job Truss Truss Type OtY Ply Richard Thompson-Lipinski Residence ggp0p64 T29 ROOF TRUSS 1 1 ~ TRUE TRUSS INC.. JACKSONVILLt hL. 3122ti 9.u-sc s run a ~yya mr ~ ex nwusu~ea, nw. mun may ~ ~ ~o.w.ca i77y rage ~ ~ -2-0-0 ~ 2-7-8 ~ 4-11-0 11-0-0 X12-4-0 18-5-0 20-8-8 ~ 23-4-0 ~ 25-4-0 r 2.0-0 2-7-8 2.3-8 6-1-0 1~-0 6-1-0 2-3-8 2-7.8 2-0-0 4x6 = d d 0 5x5= 6.00 12 4x6= 5x5= 2.9__ 4 _r 4-9_4 ~ 11-0-0 X12-4-0~ 18-6-12 ~ 20-6-12 ~ 23-4-0 2-9-4 2-0-0 6-2-12 1-4-0 6-2-12 2-0-0 2-9-4 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.53 TCDL 15.0 Lumber Increase 1.25 BC 0.59 BCLL 0 0 Rep SVess Incr YES WB 0.93 BCDL 10.0 Code SBClSBCCI (MaUix) DEFL (in) (loc) I/deft PLATES GRIP Vert(LL) 0.19 t4-15 >999 M20 249/190 Vert(TL) -0.25 is-15 >999 Ho2(TL) 0.14 9 n/a 1st LC LL Min I/deft = 240 Weight: 125 Ib LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X a SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1192!0.9.4, 9=1192!0-9-4 Max Horz2=-171(load case 2) Max Uplitt2=-860(load case a), 9=-860(load case a) BRACING TOP CHORD Sheathed or 3-5-15 on center purfin spacing. BOT CHORD Rigid ceiling directly applied or 6-1-13 on center bracing. FORCES (Ib) -First Load Case Only TOP CHORD 1.2=63, 2-3=-1811, 3-4=-2953, 4-5=-1570, 5-6=-1336, 6-7=-1570, 7-8=-2953, 8-9=-1611, 9-10=63 BOT CHORD 2-16=1527, 15-16=1630. 14-15=2562, 13-14=1336, 12-13=2582, 11-12=tfi30, 9-11=1527 WEBS 3.16=-715,3-15=1207,4-15=610,4-14=-1294.5-74=390,6-13=390,7-13=-1294,7-12=610,6-12=1207,8-11=-715 r;1 4 Iq 4 0 0 NOTES 1) This Wss has been checked for unbalanced loading conditions. 2) This Wss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 tt by 43 (t with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. Y cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss !o bearing plate capable of withstanding 860 Ib uplift al joint 2 and 860 Ib uplift al joint 9. 6) This truss has been designed for both TPI-85 and ANSI/TPI 1.1995 plating criteria. LOAD CASE(S) Standard V. N * : ~r STATE OF ~~OR~OP~~~ ,_•• ..... _.c, Job Truss Truss Type Oty Ply Richard Thompson-Lipinski Residence - 9900084 730 ROOF TRUSS t 1 ~ TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 5 Jun 9 1998 MiTek Industries, Inc. Mon May 77 06:00:29 1999 Page 1 -2_ 0-0 ~ 6-t-4 11-8-4 17-2-12 23-4-0 25 4 0 , 2.0.0 6.1-4 5-6-12 5-6-12 6-1.4 2-0-0 ax4 = 6.00 12 1x4 \\ 1x4 // W 1 5 2 l ": 6 r~ r ~ o 3x4 = 9 g 7 3x4 = 3x4 = 5x5 = i 7-11-8 15-4-8 23-4-0 7.11-8 7-5-1 7-11-8 ~ P Y~ LOADING (psf) SPACING 2.0-0 CSI DEFL (in) (IOC) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.09 9 >999 M20 249/190 TCDL 75.0 Lumber Increase 1.25 BC 0.47 VeR(TL) -0.78 8-9 >994 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.04 6 n/a BCDL 70.0 Code SBC/SBCCI 1st LC LL Min IIdeFl = Z40 Weight: 110 Ib LUMBER BRACING 70P CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.6-11 on center purlin spacing, BOT CHORD 2 X 4 SYP Nc.2D BOT CHORD Rigid ceiling directly applied or 7.104 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (ID/size) 2=1 7 9 210-9-4, 6=1192/0-9.4 Max Horz 2=-779(load case 2) '~ htax Uolift2=•860(load case 41. 6=-860(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD t-2=32, 2.3=-7634, 34=•1479, 4-5=-7419, 5-6=•7634.6-7=32 80T CHORD 2-9=7450, 8-9=993, 6-8=t450 WEBS 3.9=•337, 4.9=577, 4-8=577, 5.8=-337 NOTES 7) This wss has been checked for unbalanced loading conditions. 2) This Wss has been designed for the wind loads generatetl by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, t mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist They are not exposed to wind. tt cantilevers exist they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of wss to bearing plate capable of withstanding 860Ib uplift atjoint 2 and 860 Ib uplift at joint 6. 5) This Vuss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Richard Thompson-Lipinski Residence 9900084 T31 ROOF TRUSS 2 1 ~ TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 5 Jun 9 1998 Mi7ek Industries, Int. Mon May 17 08:00:35 1999 Page 1 i ~ -2-0-0 6-1-4 11-8-0 17-2-1~ 23-1-0 ~ 2-0-0 6-1-4 5-6-12 I i 5-6-12 5-10-4 4x4 = 6.00 ~ 12 1x4 \~ Yz4 ~/ W i 7 i 2 C7 6 4 I~ o a 3x4 = 8 7 3x4 = 3x4= ' 5x5= 7-11-8 15-4-8 2't-1-0 l r I 7-11-8 7-5-1 7-8-8 LOADING (psf] SPACING Z-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.09 8 >999 M20 249/190 I TCDL 15.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.17 7-8 >999 ~ BCLL 0.0 Rep SVess Incr YES WB 0.28 Horz(TL) 0.04 6 n!a ~, BCDL 10.0 Cotle SBCISBCCI 1st LC LL Min I/deft = 240 Weight: 106 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.7-1 on center purfin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-1-74 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/sizej 6=1027/0.3.0, 2=1187/0-9-4 Max Horz 2=289(load case 3) Max Uplift6=-596(load case a), Z=-854(load case 4) FORCES (Ib) -First Load Case Only I TOP CHORD 7-2=32, 2-3=-1612. 3-a=-1397, a-5=-1376, 5-6=-t58a BOT CHORD 2-8=1431, 7-8=973, 6-7=1394 WEBS 3.8=-338, 4-8=517, 4-7=482, 5-7=-305 NOTES 1) This truss has been checked for unbalanced loading conditions. 12) This truss has been designed for the wind loads generated by 1 t 0 mph winds at 4a ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead Iced. 1 mi from hurricane ~' oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by a3 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are nct exposed to wind. N cantilevers exist, they are exposed to wind. I! porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M20 plates unless otherwise indicated. 4 }Provide mechanical connection (by others) of truss to bearing plate capable of wilhstantling 596 Ib uplift at joint 6 and 854 Ib uplift at joint 2. 5) This truss has been designed for both TPI.85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard i i 0 ~~ • C'gR9i ~~~S~A • ~~ No. • •~ OF :'~ e P ~, _- _ 'mss/ON e1 ar Job Truss Truss Type Oty Ply Richard Thompson•Lipinski Residence 9900084 732 ROOF TRUSS t 2 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 08:00:39 7999 Page 1 4- - 2-0-0 2•g_0 3x4 I I 6 00 12 . T2 T1 t 81 7 5 2x411 8 9 4 3x4 = 3x5 I I 4- - 4- -0 (LOADING(pst) SPACING 2-0.0 CSI DEFL (in} (loc) fldefl PLATES GRIP 7CLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.02 5 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.03 5 >999 BCLL 0.0 Rep Svess Incr NO WB 0.12 Horz(TL) 0.00 4 n/a ~ BCOL 10.0 Code SBC/SBCCI (Houtz) 1st LC LL Min I/deft = 240 Weight: 4t Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or t0-0-0 on center bracing. WEBS 2 X 4 SYP No.2D 'Except' Wt2X4SYPNO.3 REACTIONS (Ib/size) 1=1446/0-6-0, 4=108510-1-8 fvtax Horz 1=80(load case 3) Max Upliftl=-842(load case 3), 4=-640(IOad case 3) FORCES (Ib) -First Load Case Only TOP CHORD t•2=•1129, 2-6=-1051. 3.6=-1051, 3-4=-223 BOT CHORD 7.7=947, 5-7=947, 5-8=1057, 8.9=1051, 4-9=1051 WEBS 2.5=739 NOTES t) 2-ply Wss to be connected together with 0.737"x3" Nails as follows: Top chortls connected with 7 row(s) at 0-9.0 on center. Bottom chords connected with 2 row{s) at 0.8-0 on center. Webs connected as lollows: 2 X 4 - 1 row(s) at 0-9-0 on center. 2) This truss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 pst top chord dead load and 5.0 ps/bottom chord dead load. 1 mi from hunicane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the prate grip increase is 1.33 3) Except as shown below, special connection(s) required to support concenvated load(s). Design of connection(s) is delegated to the building designer . 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) Provide mechanical connection (by others) of Wss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of wiNStanding 842 Ib uplift at joint t and 640 Ib uplift at joint 4. 8) This Wss has been designed for both TPI-85 and ANSI/TPI t-1995 plating criteria. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert- 7.2=-70.0, 2-6=•70.0, 3-6=•70.0, 1-7=•20.0, 5-7=•20 0, 5.8=•20.0, 8-9=-20 0, 4-9=•20.0 COnOentraled LOadS (Ib) Vert: 2=8a 5=•286 6=8a 7=-1007 8=•1007 9=1 V • ~~ ~ ~ •• jFj 9G' G ~ Cg 7 'Job Truss Truss Type Qty Ply Richard Thompson-Lipinski Residence ' 9900084 T33 ROOF TRUSS 1 1 a TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries. Inc. Mon May 17 08:00:44 1999 Page t ~ -2-0-0 ) 3-0-0 4-8-0 7-8-0 ~ 9-8-0 2-0.0 3-0-0 7-8-0 3.0-0 2-0-0 4z4= 4x4= T2 6.00 I cj Wt Wt ~ 7 5 I n Bt Y 0 I 8 7 3x5 = 1 x4 I I 1 1x4 11 3x5 = 6 3-0-0 4.8-0 ~ 7-e-0 ~ 3-0-0 7-8-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in} (loc) I/deft PLATES GRIP TCLL 20 0 Plateslncrease 7.25 TC 0.61 Vert(LL) -0 02 5-7 >999 M20 2491790 TCDL 75.0 Lumber Increase 7.25 BC 0.34 Vert(TL) 0.14 1-2 >790 BCLL 0.0 Rep SVess lncr NO WB 0.09 Horz(TL) 0.07 5 n/a BCDL 70.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft = 240 Weight: 35 fb i LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 70P CHORD Sheathed or 6-0-0 on center purtin spacing. BOT CHORD Z X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 70-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=416/0-4-0, 5=416/0.4-0 Max Horz2=-66{load rase 2) Max Uplitt2=•260(load case a), 5=•260(load case 4) Max Grav2=478(load case 5). 5=476(load case 6) ~ FORCES (tb) -First Load Case Only TOP CHORD 7.2=63, 2-3=-219, 3-4=-736, 4.5=-219, 5-6=63 BOT CHORD 2.8=138, 7-8=136, 5.7=738 WEBS 3-8=-75, 4-7=-75 NOTES 7) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wintl loads generated by 170 mph winds at 44 tt above ground level, using 70.0 psf top chord dead load and 5 0 psf bottom chord dead load, 1 mi from hurricane i oceanline, on an occupancy category I, condiUOn I enclosed building, of dimensions 73 Ft by 4 3 ft with exposure C ASCE 7-93 per SBClSBCCI If end verticals exist, they are not exposed to wind. If ~ cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. T he lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Except as shown below, special connection(s) required to support concentrated load(sj. Design of connecton(s) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) Provide mechanical connection (by others) of Wss to bearing plate capable of withstanding 2 60 Ib uplift at joint 2 and 260 Ib uplift at joint 5. 7) This truss has been designed for both TPI.85 and ANSI/TPI t-1995 plating criteria LOAD CASE(S) Standard t) Regular. Lumber Increase=7.25, Plate Increase=7.25 I Uniform Loads (plf) Vert: 7.2=-70.0, 2-3=-70.0, 3-4=-70.0, 4-5=-70.0, 5-6=-70.0, 2.8=•20.0, 7-8=-20.0, 5.7 =-20.0 Concentrated Loads (Ib) Vert: 3=38 4=38 8=33 7=33 a~- ~~ ~ ti ~' ~~~~ Q~Gti r . Q. ~ e N 03 * ~~~ ~*~ ' ~~ OP`~ OR~ ~ ~sS'/nN e~~~ Jpb Truss Truss Type Dry Ply Richard Thompson-Lipinski Residence ' 9900084 T34 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL 32226 i -2-0-0 3-10-0 4.0-32 5 Jun 9 1998 MiTek Industries, InC. Mon May 17 08:00:49 1999 Page t F 7-8-0 9.8.0 2-0-0 3-10-0 3-10-0 2-0.0 4x4 = 6.00,. 12 W1 1 4 ~ ~ Ia I 6 1x4 II 5 2x4= t 2x4= ~ 3-10-0 7-8-0 ~ 3-10-0 3-10-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.00 6 >999 M20 249/190 TCOL 15.0 Lumber Increase 1.25 BC 0.10 Vert(TL) 0.08 1-2 >325 BCLL 0.0 Rep SVess Incr YES WB 0.02 Hoa(TL) 0.00 4 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/dell = 240 Weight: 34 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or t0-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=48710-4.0, 4=487/0.4-0 I Max Horz 2=77(load case 3) Max Uplift2=-450(IOad case 4), 4=-450(load case 4) FORCES (Ib) • First Load Case Only TOP CHORD 1-2=32. 2.3=-353, 3-4=-354, 4-5=32 80T CHORD 2-6=313, 4.6=313 WEBS 3-6=74 NOTES 1) This Vuss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 110 mph winds at 44 ft abo ve ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead toad, 1 mi from hurticane oceanline, on an occupancy category I, condition I enclosed building, of tlimensions 73 h by 43 ft with exposure C ASCE 7-93 per SBClSBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist they are exposed to wind. If porches exist, they are nol exposed to wind . The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plales are M20 plates unless otherwise indicated. - I 4) Provide mechanical connection (by others) of Wss to bearing plate capable pf withstantling 450 Ib uplift at joint 2 and 450 Ib uplift atjoint 4, 5) This truss has been designed fo/both TPI.85 and ANSVTPI t-1995 plating criteria. LOAD CASE(S) Standard i I ~ i i ` gW011rYW1 ~~• y~ ~ ~r •:' QQ.r •~SIFI ~ 4i Q='fi ~- ~ ~ I`No. ~3 lk'I"E OF 5 O R1alp'~~ • _.A Job Truss Truss Type Qty ply Richard Thompson-Lipinski Residence ' 9900084 T35 ROOF TRUSS 1 ~ , TRUE TRUSS INC.. JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 08:00:55 1999 Page 1 -2-0-0 2.9-4 ) 4.9-4 5-1-7 10-0-0 12 0-0 14 1 0 2-0-0 2-9-4 2-0-0 0-4-3 4-10-9 2-0-0 Z-1-0 3z4 = I 3x4 % 3x5= 3x4= 2x4 II i ~ 1 I 6 00 12 Wt ~ . 3x4 II 3 w2 B4 4 a B7 z '"" 82 19 1 20 214x8= f 3x8= 9 v 3x8= 15 12 22 3x5= 1 2x4 II 3x4 it 17 10 23 1 3x4= 2x411 2X4 11 3x4 = I i L ~~ - _L X9-4 I 10-0-0 + 12-0-0 I 14 1 0 I 2.9.4 2-0-0 5-2-12 2-0-0 2-1-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.14 13-t4 >999 M20 2491190 TCDL 15.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.16 13-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(7L) 0.09 9 n/a BCDL 10.0 Code SBC/SBCCt (Matrix) 1st LC LL Min I/deft = 240 Weight: 160 Ib I LUMBER BRACING TOP CHORp 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X a SYP No.2D'Except' BOT CHORD Rigid ceiling directly applied or t0-0-0 on center bracing. 822X6SYPSS,862X6SYPSS WEBS 2 X a SYP No.3 REACTIONS (Ib/size) 9=1124/0-3-0, 2=1750/0.9-4 Max Horz 2=357 (load case 3) ~~, Max Uplift9=-698(toad case 3), 2=-832(loatl case 3) FORCES (Ib) • First Load Case Only TOP CHORD 1-2=63, 2.3=•1706, 3-4=-3389. 4-5=•2592, 5.6=•2613, 6-7=-884, 7-78=-t9, 8-18 =-19, 8-9=-131 80T CHORD 2-77=1418,16-77=16,3-16=•922,15-76=442,14-15=183,4-74=1390,74-19=3 121,19-20=3121,20.21=3121,13-21=3121,12.13=282,6-13=728,72-22=1650,11.22=1650,10-tt=700, 7.11=733,10-23=723.9-23=723 WEBS 14-76=2613,4-73=-313,6.77=•1094,7.9=-7246 NOTES 1) 2-ply truss to be connected together with 0.131'x3" Nails as follows: Top chords connected with 1 row(s) at 0.9-0 on center. Bottom chords connected with 2 row(s) at 0-9-0 on center. Webs connectetl as follows. 2 X 4 - 1 row(s) of 0.9-0 on center. 2) This Wss has been checked for unbalanced loading conditions. 3) This truss has been designed for the wind loads generated by 170 mph winds at 44 ft above ground level, using 70.0 psf top chord dead load and 5.0 psf bottom chord dead load. 1 mi from hurricane !!! oceaNlne, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If I cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 7.33, and the plate grip increase is 1.33 4) Except as shown below, special connection(s) requiretl to support concentrated load(s). Design of connection(s) is delegated to the building designer. 5) Provide adequate drainage to prevent water ponding. 6) All plates are M20 plates unless otherwise indicated. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 698 Ib uplift atjoint 9 and 8321b uplift atjoint 2. 8) This truss has been designed for both 7PI-65 and ANSUTPI 1-1995 plating criteria. i LOAD CASE(S) Standard t) Regular: Lumber Increase=7.25, Plate Increase=1.25 Uniform Loads (pl!) Vert 7.2=-7p 0, 2-3=-70.0. 3-4=•70.0, a•5=-70.0, 5-6=•70.0, 6-7=-70.0, 7-18=-70.0, 8-18=•70.0. 2.17=-20.0, 75.76=-20.0, 14-19=-20.0, ~ 79.20=-20.0, 20-21=-20.0, 13.27=-20.0. 12.22-20.0, 1t-22=•20.0, t0-23=-20.0, 9-23=-20.0 Concenrated Loads (Ib) Vert: 18=•64 19=-230 20=-230 27 =-230 22=•96 23=•29 p CA 9i N~ 'G 0 3 TE OF '~mtan Job Truss Truss Type Oty Ply Richartl Thompson•Lipinski Residence - 990008a T36 ROOF TRUSS 1 1 ~ TRUE TRUSS INC.. JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May t7 08:01:00 1999 Page 1 ~ -2~ 0-0 ~ 2-9-4 4-9-4 ~ 7-1-7 ~ 10-0-0 12-0-0 ~ 14-1-0 2-0-0 2.9-4 2-0-0 2-4.3 Z-10-9 2-0-0 2-1-0 5x5= t ~~ 2-9-4 4-9-4 ~ 10-0-0 12-0-0 14-1-0 ~ i ' 2-9-4 2-0-0 5-2-12 2-0-0 2-1-0 4 v LOADING(psf) SPACING 2-0.0 CSI DEFL (in) (IOC) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.11 13-14 >999 M20 249/190 TCDL 15.0 Lumberlncrease 1.25 BC 0.41 Vert(7L) -0.13 13-14 >999 BCLL 0.0 Rep SVess Incr YES WB 0.41 Ho2(TL) 0.09 9 nla BCOL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min t/deft = 240 Weight: 88Ib ~ LUMBER BRACING TOP CHORD 2 X a SYP No 2D TOP CHORD Sheathed or 4-5-74 on center pudin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 8-t-2 on center bracing, i B22X6SYPSS WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 9=608/0-3-0, 2=788/0-9-4 Max Horz 2=433(load case 3) Max Uplift9=-374(loatl case 3), 2=-605(load case 3) i FORCES (Ib) -First Load Case Only i 70P CHORD 1-2=63, 2-3=-967, 3.4=-1782, a-5=-1894, 5-6=-747, 6-7=-30T, 7-8=-7, 8.9=-62 807 CHORD 2.17=781.16-17=2,3-16=-x62,15-16=349,ta-15=120,4-14=-152,13-14=903,12-13=162,6.13=335,11-12=602,10-11=38,7.11=352,9-10=279 WEBS 14-t6=1263,5-14=1056,5-13=-195,6-11=-526,7-9=-613 NOTES t) This truss has been designed for the wind loads generated by 110 mph winds at 44 h above ground level, using 10.0 psf top chord dead load and 5.0 pst bottom chord dead load, 1 mi from hurticane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 h by 43 h with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wing. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOl increase is 1.33, and the plate grip increase is 1.33 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. a) Provide mechanical connection (by others) of Voss to bearing plate capable of withstanding 374 Ib uplift at joint 4 and 605 Ib uplift at joint 2. 5) This truss has been designed for both TPI-85 and ANSI/TPI i-1995 plating criteria. LOAD CASE(S) Standard V. V -* STATE OF ~~OR1~P~~~'' s/ON e~ 3x5= 3x4= 2x411 Job Truss Truss Type Oty Ply Richard Thompson-Lipinski Residence ` 9900084 T37 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 08:07:08 1999 Page 1 -2-0-0 I 2-9-4 ~ 4-9-4 9-1.7 1r0=0-0 12-0-0 14-1-0 2-0-0 2-9-4 2-0-0 4-4-3 0.10-9 2-0-0 2-1-0 3x4 = i ~ 2-9-4 ~ 4-9-4 10-0-0 ~ 12-0-0 14-1-0 ~ 2-9-4 2-0-0 5-Z-12 2-0-0 2-1-0 4 4 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/def! PLATES GRIP TCLL 20.0 Plateslncrease 1.25 TC 0.53 Vert(LL) 0.15 13-14 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.16 13.14 >999 BCLL 0 0 Rep Stress Incr YES WB 0.72 Norz(TL) 0.10 9 n/a i BCDL 10.0 Code SBCISBCCI (MaVix) 1st LC LL Min I/deft = 240 Weight: 94 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-5-13 on center purfin spacing, except end verticals. 80T CHORD 2 X 4 SYP No.20 'Except' BOT CHORD Rigid ceiling directly applied or 5-5-9 on center bracing. 822X6SYPSS,642X6SYPSS WEBS 2 X 4 SYP Na.3 i REACTIONS (Ib/size) 9=608/0-3-0, 2=788/0.9.4 Maz Horz 2=576poad case 3) Max Uplift9=-399(load case 3), 2=-580(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=63, 2-3=-966, 3-4=-1294, 4.5=-0'61, 5-6=-531, 6-7=-455, 7•B=-5, 8-9=-60 BOT CHORD 2-17=780, 16-17=1, 3-16=•126, 75-16=7445, 14.15=270, 4-14=314, 13-14=1804, 12-t3=-298, 6.13=-8, 11.12=229, 10-11=34, 7-11=-74, 9-70=216 WEBS 3.15=-330, 4-t3=-7292, 7-12=500, 7.9=-586 NOTES 1) This Wss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind Toads generated by 1 t 0 mph winds at 44 ft above ground level, using 70.0 psf top chord dead load and 5.0 psf bottom chord dead load, i mi from hurrfcane , oceanline, on an occupancy category I, condition t enclosed build+ng, of dimensions 73 h by 43 ft with exposure C ASCE 7.93 per SBGSBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. It porches exist. they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of wss to bearing plate capable of withstanding 399 Ib uplik at joint 9 and 580 Ib uplift at joint 2. 6) This truss has been designed for both TPI-85 and ANSI/TPI 1.1995 plating criteria. LOAD CASE(S) Standard 2x411 4x8= 2x411 V. ~V * : `/[ STATE 0 F ~~OR~~P~~~~~ ~~- ~ cxa ~~ oxa= Job Truss Truss Type Qty Ply Richard Thompson-Lipinski Residence 9900084 T38 ROOF TRUSS 7 1 y TRUE TRUSS INC.. JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 08:01:15 1999 Page t r--j-"~,--~--2-9~ -+ a-~a ~ to-o-o ~i•ta~2-o-or to- ~-°-•,; 2.0-0 2-9-4 2-0-0 5.2-72 1-7-7 0-70-9 2-7-0 3x4 = 3x5 i n 0 4 2-9-4 4.9-4 10-0-0 12-0-0 + 74-7.0 ~ 2-9-4 Z-0-0 5-2-72 2-0-0 2-1-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (toe} Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.76 13-14 >999 M20 2491190 TCDL t5 0 Lumber Increase 7.25 BC 0.49 Vert(TL) -0.16 13-74 >999 BCLL 0.0 Rep SVess Incr YES WB 0.77 Horz(TL) -0.11 9 n/a BCOL 10.0 Code SBGSBCCI (Matrix) ist LC LL Min I/dell = 240 Weight: 707 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-5-74 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 5.3-1 on center bracing. BZZX6SYPSS,842X6SYPSS WEBS 2 X 4 SYP No.3 REACTIONS (Iblsize) 9=608/0.3-0, 2=788/0.9-4 Max Ho22=598(load case 3) Max Uplift9=-429(load case 3), 2=•549(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD t-2=63, 2-3=-966, 3.4=-1296, 4-5=-640, 5-6=-279, 6-7=-176, 7-8=-6, 8.9=-78 BOT CHORD Z-17=780, 76-77=7, 3-t6=•126, 75.76=7442, 14-75=266, 4-t4=308, t3-14=1858, 72-13=733, 5.13=440, 7t-t2=at7, t0-7t=22, 7-tt=465, 9-70=771 WEBS 3-75=•323.4-73=-7379,5.77=-588,7.9=•543 NOTES 7) This Wss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 170 mph winds at 44 h above ground level, using 10.0 psf top chord dead load and 5.0 psf boom chord dead toad. 7 mi £rom hurricane oceanline, on an occupancy category t, condition I enclesed building, of dimensions 73 h by 43 ft with exposure C ASCE 7.93 per SBC/SBCCI If end verticals exist, they are not efeosed to +.~intl. I! cantilevers exist, they are exposed to wind. It porches exist, they are not exposed to wind. The lumber DOL increase is 7.33, and the plate grip increase is 7.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of Wss to bearing plate capable of withstanding 429 tb uplift at joint 9 and 549 Ib uplift a2 joint 2 6) This truss has been designed (or both TPI-85 and ANSIlTPI 1.1995 plating criteria. 3x4= 2x411 LOAD CASE(S) Standard 2x4 I I sx4 - 3x4 = 2x4 I I Job Truss Truss Type Dry Ply Richard Thompson-Lipinski Resitlence 9900084 T39 ROOF TRUSS 1 1 ~ TRUE TRU55 ING., JAGKSUrvviLLt tL. 3ZZZl5 4.U-3L 5 JUn y 1'J`Jtl MI I eK IrtOUS[ne5, InC. MOn May t / UN:01:ZZ 1999 Page 1 14-1-D M O 2x4 I I 3x4 I I 3x4 = 3x4 = 2x4 11 14-1-0 ~ 2-9-4 I 4-9.4 10-0-0 ~ 12-0.0 13-13~_i 2-9-4 2-0-0 5-2-12 2-0-0 1-1.70.11-9 4 4 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL D.0 BCDL 10.0 SPACING 2-0-0 Plales Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code SBCiSBCCI CSI TC 0.53 BC 0.49 WB 0.77 (Matrix} DEFL (in) (loc) Ildefl Vert(LL) 0.16 13-t4 >999 Vert(TL) -0.17 13-14 >999 Ho2(TL) -0.11 9 n!a 1st LC LL Min Ildefl = 240 PLATES GRIP M20 249/190 Weight: 1041b LUMBER BRACING 70P CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5.5-14 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling tlirecUy applied or 5-2-6 on center bracing. B2 2 X 6 5YP SS, B4 2 X 6 SYP SS WEBS t Row at midpt 8-9 WEBS 2 X a SYP No.3 REACTIONS (Ib/size) 9=608/0.3-0, 2=7 8810-9~ Maz Hoe 2=680(IOad case 3) Max Uplift9=•466(load case 3), 2=-513(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD 1.2=63, 2-3=-966, 3-4=-1296, 4.5=-640, S-G=-223, 6-7 =-31, 7-8=-4, 6.9=-67 B07 CHORD 2-17=780, 16-17=1, 3-16=•126, 75-16=1442, 14-15=2fi6, 4.14=308, 13-14=1857, 12.13=132, 5-13=439, 11-12=420, 10-11=20, 6-11=496, 9-10=158 WEBS 3-15=-323,4.13=-1377,5-11=-623,6-9=-547 NOTES t) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by t 10 mph winds at 44 ft above ground level, using t 0.0 psf top chord dead load and 5.0 psf bottom chord dead toad, 1 mi from hurricane oceanfine, on an occupancy category I, condition I enclosed building, of dimensions 73 tt by 43 ft with exposure C ASCE 7-93 per SBClSBCCI If end verticals exist, they are not exposed to wind. K cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1,33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4661b uplift atjoint 9 and St3 Ib uplift atjoint 2. 6) This truss has been designed for both TPI-85 and ANSI/TPI 1.1995 plating criteria, ~ LOAD CASE(S) Standard V. No. I OF -2_ 0_ 0 T 2-9-4 ~ 4-9-4 ~ 10-0-0 ~ 12-0-0 13-1-7~ ~ 2-0-0 2-9.4 2-0-0 5-2-12 2-0-0 1-1-70-11-9 3x4 = 3x4 % 2x4 11 Job Truss Truss Type Oty Ply Richard Thompson-Lipinski Residence 9900084 T40 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 5 Jun 9 1998 MiTek Industries, Inc. Mon May 17 08:01:27 1999 Page 1 r -2-0-0 ~ 2-9-4 "~ 7-4-10 , 12-0.0 14-1-0 2-0-0 2-9-4 4.7-6 4-7-6 2-1-0 2x4 I I 3x4 6.00 12 3x4 2 i 3x5 % W3 ~ 5 ~' m I 3x8= ~ j i0 12 3x5 = 4x4= 8 7 2x4 I I _ i 3x4 3x4 = i 2x4 I I i I ,r 2.9-4 ~ 7-4-10 12-0-0 14-1-0 ~ 2-9.4 4-7-6 4.7-6 2-1-0 I •1 - -t LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.10 10-1 t >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.43 VeR(7L) -0.10 10-11 >999 BCLL 0 0 Rep SVess Incr YES WB 0.43 Ho2(TL) -0.05 7 Na , BCDL 10.0 Code SBC/SBCCI (Matrix) tst LC LL Min I/dell = 240 Weight: 97 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathetl or 6-0-0 on center purlin spacing, except end verJcals. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 5-8-9 on center bracing. 82 2 X 6 SYP SS WEBS i Row at midpt 6-7 WEBS 2 X 4 SYP No.3 i REACTIONS (Ib/size) 7=608/0-3-0, 2=788!0.9-4 Max Ho22=7t2(load case 3) Max Uplift?=-48t(load case 3), 2=-497(load case 3) FORCES (Ib) • First Load Case Only TOP CHORD 1.2=63, 2.3=•967, 3-4=-899. 4.5=-292. 5-6=-41, 6-T=-39 BOT CHORD 2•t2=78t, t t-t2=1. 3-t t=t8, t0-11=1632, 9-t0=746, 8.9=39, 5-9=a27, 7.8=t70 WEBS 3-10=-894, 4.10=264, 4-9=•662, 5-7=-597 NOTES i) This truss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load. 1 mi from hunicane oceanline, on an occupancy category I, condition I enclosed building, of tlimensions 73 h by 43 ft with exposure C ASCE 7-93 per SBGSBCCf tf end verticals exist, they are not exposed to H-nd. If cantilevers exist, they are exposed to wind. )f porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is t.33 2) All plates are M20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 481 Ib uplift at joint 7 and 497 Ib uplift at joint 2. ~'. a) This Wss has been designed for both TPI.85 and ANSI/TPI t-1995 plating criteria. LOAD CASE(S) Standard V. b R\~, Job TfUSS Truss Type ply Ply Richard Thompson•Lipinski Residence 9900084 T41 ROOF TRUSS 1 1 ' TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 08:01:31 1999 Page 1 I `r -2-0-0 ~ 7-3-8 ~ 14-1-0 ~ 2-0-0 7-3-8 6-9-8 i 3x4 I I I I 6.00 i 1 Z I 3x4 i W2 c I ', 3x4 = 6 5 1 x4 I I 3x4 = ~ 7-3.8 ~ 14-1-0 --i 7-3-8 6-9-8 P LOADING (psf) SPACING 2-0.0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) 0.02 6 >999 M20 2491190 TCDL 15.0 Lumber Increase 1.25 BC 0.28 Vert(TL) 0.08 7-2 >325 BCLL 0.0 Rep SVess Incr YES WB 0.67 Horz(TL) -0.07 5 n/a BCDL 10.0 Code SBGSBCCI 1st LC LL Min I/deft = 240 Weight: 741b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except entl verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-0-6 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4.5 ii REACTIONS (Ib/size) 5=621/0.3-0, 2=775/0.9-6 I Max Horz 2=772(load case 3) Max Uplifts=-507(Icad case 3}, 2=-472(load case 3) FORCES (Ib) • First Load Case Only TOP CHORD 1.2=32, 2.3=-653, 3-4=0, 4.5=-233 BOT CHORD 2-6=580, 5-6=580 WEBS 3-6=738, 3.5=-663 NOTES 7) This truss has been designed for the wind loads generated by 710 mph winds at 44 ft above grou nd level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead toad, 7 mi from hurricane oceantine, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 ft i with exposure C ASCE 7-93 per SBC/SBCCI II end verticals exist, they are not exposed to wind. II cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formul a. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of wss to bearing plate capable cf withstanding 507 !b uplift atjoint 5 and 472111 uplift atjoint 2. 15) This truss has been designed for both TPI.85 and ANSI/TPI 1.7995 plating cr,teria. I ' LOAD CASE(S) Standard I I I I `p'1lWtMYd41Dy` 'SIRC Q i T . ~ ,G~. 3: N 8 3 ~r b ,t TE OF '~ ~ ~~O R1~,.••: ~ ~~ ~ss/DN e~ ECG Job Truss Truss Type Oty Ply Richard Thompson-Lipinski Residence 9900084 T42 ROOF TRUSS t 2 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 77 08:01:35 1999 Page t ~I r 5-0.7 , 9-6•B 14-1-0 ---i 5-0.7 4-6.0 4-6-8 3x4 I I 6.00 t 2 3x4 i 3x4 2 T 4 1 0 3x6 = 8 9 7 70 71 6 12 73 5 3z8 I I 6z6 = 4x4 = I i 5-0.7 9-6-8 ~ 14-1-0 ~ i 5-0-7 4-6-0 4-6-8 ( P LOAOING(pst) SPACING 2-0.0 CSI DEFL (in) ( loc) I/deft PLATES GRIP TCLL 200 Plates Increase 7.25 TC 0.42 Vert(LL) 0.17 1.7 >999 M20 2491190 TCDL 15.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.12 1-7 >999 BCLL 0.0 Rep Svess Incr NO WB 0.57 Horz(TL) 0.02 5 n/a BCDL 70.0 Code SBC/SBCCI (Matrix) 1sl LC LL Min t/deft = 240 Weight: 184 !b LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 REACTIONS (IpJSize) 1=35x0/0.9-4, 5=3975/0.3.0 Max Ho27=570(load case 3) Max Uplittt=-2033(load case 3}, 5=-2719(load case 3) BRACING TOP CHORD Sheathed or 5-3-11 on center purlin spacing, except end verticals. BOT CHARD Rigid ceiling directly applied or 9-2-72 on center bracing. FORCES (Ib) • First Load Case Only TOP CHORD 1.2=-5739, 2.3=•2737, 3-4=-1013, 4-5=-73a BOT CHORD t-8=5087. 8-9=5087, 7.9=5087, 7-t0=5087, 10-t t=5087, 6.11=5087.6-t2=2383, 12.73=2383, 5.13=2383 WEBS 2-7=2485. 2-6=•3065, 3-6=3390. 3.5=-3x50 NOTES 1) 2-ply truss to be connected together with 0 731"x3-Nails as follows: Top chords connected with t row(s) at 0-9-0 on center. Bottom chords connected with 2 row(s) at 0-5-0 on cer.:er. Webs connected as follows: 2 X 4 - t row(s) at 0-9-0 on center. 2) This wss has been designed for the wind loads generated by t 10 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 7 mi from ncmcane oceanline, on an occupancy category t, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed tc Hind. It i cantllevers exist, they are exposed to wind. If porches ezisL they are not exposed to wind. The lumber DOL increase is 1.33. and [he plate grip increase is 1.33 13) Except as shown below, special connection(s) required to support concentrated toad(s). Design of connecbon(s) is delegated to the building designer. a) All plates are M20 plates unless Otherwise indicated. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1.7995 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connectlon (by others) of Vuss to bearing plate capable of withstanding 2033 Ib uplift atjoint 7 and 2779 Ib uplift atjoint 5 7) This wss has been designed for both TPI.85 and ANSI/TPI 1.7995 plating criteria. LOAD CASE(S) Standard 1) Regular Lumber Increase=125, Plate Increase=125 Uniform Loa^_s (pif) Vert t-2=•70 0. 2.3=•70 0. 3-4=-70 0. t-8=-20 0, 8-9=-20.0, 7-9=-20.0, 7-10=-20.0, 10-t t=-20 0, 6-1 7=-20.0, 6-12=-20 0, 12.13=-20.0, 5• t 3=-20.0 Concenvatetl Loads (Ibl Vert.S=•7988=-14899=-79810=-79811=-798 t2=-79813=-798 V. . - No. ~~f1'E O F P Job Truss Truss Type t]ty Ply Richard Thompson-Lipinski Residence 9900084 T43 ROOF TRUSS 1 3 TRUE TRUSS INC., JA CKSONVILLE FL. 32226 4.0-32 s Jun 9 7998 MiTek Industries, Inc. Mon May 17 08:01:44 1999 Page t -2-0-0 ~ 2-9-4 4-9-4 51,7 9-4-0 ~ 13-6-9 14-6-0~ 16-6-0 ~ 18 8 0 2.0-0 2-9-4 2-0-0 0-4-3 4-2-9 4-2-9 0-11-7 2-0-0 2-2-0 4x4 = 4x4 I I 1x4 I I 5x5= ' 4x5 6.00 ~ 72 2x4 fl 8 vi o B4 6 H t 9 20 21 15 22 14 13 8 j ~ ^ 4S ~ 3x8 = 3x6= 17 3x8= 10 rn y 3x4= 5x72= 12 j Y 3x4 11 3x12= ~ 79 4x4 II 11 3x4 = 2x 4 I I 2x4 11 3x4 = i 2-9-4 ~ 4-9-4 ~ 9-4-0 14-6-0 16-6-0 ~ 78.8.0 ~ ~ 2.9-4 2-0-0 4-6-12 5-2-0 2-0-0 2-2-0 • - •4 - - - - - ~ - - I LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) !/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.23 15-t6 >958 M20 249/190 TCLL 15 0 Lumber Increase 1.25 BC 0 63 Vert(TL) -0.26 15.76 >857 I BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.16 t0 n/a BCOL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deli = 240 Weight: 274 lb ~ LUMBER 70P CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D 'Except' 822X6SYPSS,642X8SYPNo.1D,B62XBSYPNo.7D,872X6SYPSS B82X6SYPSS WEBS 2 X 4 SYP No.3 REACTIONS (Iblsize) 10=7509/0.3.0, 2=7679/0-9.4 Max Horz 2=204(load case 3) Max UpIift10=-865(load case 4), 2=-7759(load case 4) BRACING TOP CHORD Sheathed or 6-0-0 on center purtin spacing. BOT CHORD Rigid ceiling direc8y applied or 70-0-0 on center bracing. FORCES (Ib) • First Load Case Only 70P CHORD 1.2=63, 2.3=-2775, 3-4=-4166. 5-5=-497 t, 5-6=-6679, 6.7=-6679. 7-8=-5893. 8.9=-5216, 9.10=•2766 BOT CHORD 2.19=2336. 78.19=35, 3.18=-482. 17.16=3744, 16.17=556.4-76=918, 16-20=5724, 20.27=5124, 15-2t=5124, 75.22=5207, 14.22=5207, 13.74=6607, 12-73=896, 8-13=374, 9-12=4574, 9-t1=733,70-77=2277 WEBS 5-t5=1625.6-t5=-117,7-15=7539,7-74=[647,8-14=-1400 NOTES 7) 3-ply truss to be connected together with 0.737"x3' Nails as lollows: lop cnords connected with t row(s) at 0.9-0 on center. Bottom chards connected with 2 row(s) at 0-9-0 on center. Webs connected as follows: 2 X 4 - 1 row(s) at 0-9.0 on center. 2) This Wss has been checked for unbalanced loading conditions. 31 Tnis truss has been designed for the wind Toads generated by t 10 mph winds at 44 ft above ground level, using 10.0 psf top chortl dead load and 5.0 psf bottom chord dead load, t mi from huniwne i oceanline, on an occupancy category I, condition 1 enclosed building. of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per S8CISBCCI If end verticals exist, they are not er,osed to wind. If cantilevers exist, they are exposed to wind. It porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 4) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to Ne building designer. 5) Provide adequate drainage to prevent water ponding. 6) All plates are M20 plates unless otherwise indicated. 7i Provide mechanical connection (by others) of truss to bearing plate capable of withstanCing 865 Ib uplift atjoint 10 and t t 59 Ib uplift at joint 2. ' Bj This truss has been designed for both TPI-BS and ANSI/TPI 7.7995 plating criteria. LOAD CASE(S) Standard 7 j Regular Lumber Increase=7.25, Plate Increase=1.25 Uniform Loads (plf) Vert: t•2=-70.0, 2.3=-70.0, 3-4=-70.0, a-5=•70.0, 5-6=-70.0, 6.7=•70.0, 7-8=•70.0, 8.9=-70.0, 9-70=-70.0, 2-79=-20.0, 17.78=-20.0, 16-20=-20.0, 20-27=-20.0, 15-21=•20.0, 15-22=-20.0, 14-22=•20.0, 73.14=-20.0.9-12=-20.0, 10-11=-20.0 Concentrated Loads (Ib) Vert: 15=-459 14=-230 20=-230 21=•230 22=-230 V. .~ ~ - ATE OF 0 R10P,, _.t Job Truss Truss Type Oty Ply Richard Thompson-Lipinski Residence 9900084 T44 ROOF TRUSS 1 1 ~ TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0.32 s Jun 9 19911 MiTek Industries, Inc. Mon May 17 08:01:53 1999 Page 1 ,~ 0 0 2-9-4 ~ 4.9.4 ~ 7-1-7 11-6-9 ~ 14-6.0 14,6-9 16-6-0 ~ 18-8-0 2-0-0 2-9-4 2-0-0 2-4-3 4-5-1 2-11-7 0-0-9 1-11-7 2-2-0 4x8= 4x4 = i 2 9 4 ~ 4.9-4 ~ 7-1-7 ~ 11-6-9 ~ 14-6-0 ~ 16-6-0 ~ 18-8-0 ~ 2-9-4 2-0-0 2-4-3 4-5-1 2-11-7 2-0-0 2.2-0 ~ LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/dell PLATES GRIP ' TCLL 20.0 Plates Increase 1.25 TC 0.53 VeR(LL) 0.20 14.15 >999 M20 249/190 ~ TCDL 15.0 Lumber Increase 1.25 BC 0.72 Vert(TL) •0.22 14-15 >999 BCLL 0.0 Rep SVess Incr YES WB 0.55 Horz(TL) 0.17 10 n/a BCDL 10 0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/dell = 240 Weight: 104 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except• TOP CHORD Sheathed or 3-9-6 on center purtin spacing, except end verticals. T4 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 4-8-2 on center bracing. BOT CHORD 2 X 4 SYP No.2D 'Except' 822X6SYPSS,862XBSYPNO.ID WEBS 2 X 4 SYP No.3 I REACTIONS (Ib/size) 10=818/0.3-0, 2=991/0-9-4 Max Horz 2=342(load case 3) Max Upliftt0=-470(load case 4), 2=-7a8(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD t-2=63, 2-3=-1380, 3-4=-2589, a-5=-17aa, 5.6=-1619, 6-7=•1781, 7-8=-1268, 8.9=-6, 9-10=-84 BOT CHORD 2.20=1137,19-20=10,3-19=-623,18.19=642,17.18=155,4-t7=636,16.17=2436,15.16=1582,14-15=2983,13-14=-40,7.14=-602,12-13=1250,11-12=101,8-12=178,10-tt=7st WEBS 17.19=1706, 4.76=-948. 5-16=473, 5-t5=42, 6-t5=447, 7.15=-ta33, 8-10=-1084 I NOTES ' t) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for [he wind loads generated by 1 t0 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from numcare oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to H:nd. 11 cantilevers exist they are exposed to wind. N porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provde adequate tlramage to prevent water ponding 4) All plates are M20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 470 Ib uplift al joint 10 and 748 Ib uplift at joint 2. 6) This wss has been designed for both TPI.85 and ANSI/TPI 1-1995 plating criteria. I LOAD CASE(S) Standard V. ~V *. ~!M~ ~ ; STATE OF :~ .~t~~.' ~~ O R ~O~P(~~~~ r~'S/ON OL 1G~ Job Truss Truss Type Oty ply Richard Thompson-Lipinski Residence 9900084 T45 ROOF TRUSS t 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 5 Jun 9 1998 MiTek Industries, Inc. Mon May 77 08:02:00 1999 Page t •-- --4 -- -1-7 -- 1 -- 14-- -- 1 -- 2.0-0 2-9.4 2-0-0 4-4-3 0-5-1 3-0-0 1-11-7 2-0-0 2-2-0 4x4 = 5 Y n 14 I 2-9-4 ~ 4-9-4 , 9-1-7 9-6-B 1~-6-Q ~ 14-6-0 16-6-0 18-8-0 --i 2-9-4 2-0-0 4-4-3 0-5-1 3-0-0 1-11.7 2-0-0 2.2-0 ~ . -- - - - •- -- -- -- - -- -- -- - •- 1 i -•7 -- -- -- LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deFl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.21 15-t6 >999 M20 249/190 TCDL 15.0 Lumberlncrease 1.25 BC 0.62 Vert(TL) -0.2215-t6 >988 BCLL 0.0 Rep SVess Incr YES WB 0.59 Horz(TL) 0.15 10 n/a I BCOL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Ildefl = 240 Weight 111 Ib ~ LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9-10 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 4-10-6 on center bracing. 822X6SYPSS,862X6SYPSS i WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 10=818/0-3-0, 2=99 V0.9-4 Max Horz 2=434 (load case 3) Max UpIift10=-483(load case 4), 2=-735(load case 4) FORCES (Ib) • First Load Case Only TOP CHORD 7.2=63, 2-3=-7360, 3-4=-259a, 4-5=-7373. 5-6=•7324, 6-7=-1399, 7-8=-540, 8.9=-10, 9-10=-80 80T CHORD 2.79=7136.18-19=10,3-18=-676,17-78=654,76-17=150,4-16=573,15-16=2544,74-75=1801,73.74=159,7.14=519,12.13=1020,11-72=62,8-12=555,10-71=467 WEBS 16-18=1702, 4-75=-1404, 5.15=870, 6.75=-719. 6.14=-519, 7-12=-779, 8-70=-888 NOTES t) This Wss has been checked for unbalanced loading conditions. 2) This Wss has been designed for the wind toads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5 0 psf bottom chord dead load, t mi from hurricane ' oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7.93 per SBC/SBCCI I( end verticals exist, they are not exposed to wind. Ii cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstantling 483 Ib uplift at joint 70 and 735 Ib uplift atjoint 2. 6) This truss has been designed for both TPI.85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V. *~_~*~ j STATE O F '. ~~ORiOP't1' j '^- •w~ i 2x4 i i 2x4 I I 3x4 = Job Truss Truss Type Dry Ply Richard Thompson-Lipinski Residence 990008a Tab ROOF TRUSS 1 1 , TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1996 MiTek Industries, Inc. Mon May 17 06:02:06 1999 Page 1 • _ _4 4- - - - - 4- - - - 1 - - 2-0-0 2-9-4 2-0-0 4.6-12 1-2-9 3-11-7 2-0-0 2-2-0 4x4 = 4x4 = 3x5= 3x4= 2x411 6 6.00 ~ 12 ,--. ~ 3x5 ~ W W4 6 3x4 I I W 2 7 5 e 82 3x8= 15 3x6= 4 4x8= 17 3x8= ? 13 3x5= 19 3x411 3x511 3x5= 11 2x4 I I 2x4 i I 3xa = ~ 2-9-4 ~ 4-9-4 ~ 9-4-0 ~ 14-6-0 16 6 0 18 8 0 i ~ I 2-9-4 2-0-0 4-6-12 5-2-0 2-0-0 2-2-0 I LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plateslncrease 1.25 TC 0.53 Vert(LL) 0.20 15-16 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.21 15-16 >999 BCLL 0 0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.15 10 n!a BCOL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deU = 240 Weight: 1181b LUMBER BRACING ~ TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9-11 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D 'Except" BOT CHORD Rigid ceiling directly applied or 4-8-4 on center bracing. 822X6SYPSS WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 10=818/0.3-0, 2=991/0.9-4 Max Ho22=490(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD t-2=63, 2-3=-1380, 3-4=-2592, 4-5=-1377, 5-6=•1275, 6-7=-914, 7-8=•377, 8-9=-8, 9-10=-72 BOT CHORD 2-19=1136,18.19=10,3.18=-616,17-t8=657,16-17=t50,a-16=669.15-t6=2538,14.15=1328,13-ta=196,7-1a=499,12-t3=779,11-12=a2,8-12=579,10-it=350 WEBS 76-t8=1699,4.15=•7393,5-t5=818,6-15=-379,6.14=-500,7.12=-600,8-10=-825 NOTES I t) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding a) All plates are M20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4991b uplift atjoint t0 and 719 Ib uplift atjoint 2. 6) This truss has been designed for both TPI-85 and ANSI/TPI t-1995 plating criteria. LOAO CASE(S) Standard V. ,k,. R 10, Job Truss Truss Type Qty Ply Richard Thompson-Lipinski Residence ' X9900084 T47 ROOF TRUSS 1 1 TRUE TRUSS INC.. JACKSONVILLE FL. 32226 I 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 08:02:12 1999 Page 1 ~ i -2~ 0-0_~ 2.9_4 T 4-9-4 10-1-7 ~ 14-6-0 ~ 16-6-0 i 18-8-0 ~ 2-0-0 2.9-4 2-0-0 5-4-3 4-4-9 2-0-0 2.2-0 az8 = 3x4= 3x4= 2x411 OO 12 6 u i . VJ3 3x5 i 4 6 3x4 I I W 1 I B4 5 2 3x12= I 14 3x5= 4 y ~ 1 ~ 4x8= 16 4x4= 12 3x5= ~i . 18 3x411 3x411 10 3x5 = 2x4 I I 2x4 I I 3x4 = 9-4 T 10-1-7 ,~ ~ i 4 14-6-0 16-6-0 ~ 18-8-0 ~ ~ 2.9--1 2-0-0 5-4-3 4-4-9 2-0-0 2-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loo) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.23 14.15 >969 M20 249/190 TCDL 15.0 Lumber Increase 1.25 8C 0.64 Vert(TL) -024 14-15 >937 BCLL 0 0 Rep Stress Incr YES WB 0.97 Horz(TL) -0.14 9 n/a I BCDL 70.0 Code SBCISBCCI (Matrix) ~ 1st LC LL Min tldefl = 240 Weight: 1251b LUMBER BRACING l ti TOP CHORD 2 X 4 SYP No.2D ca s. TOP CHORD Sheathed or 3.11-7 on center purlin spacing, except end ver BOT CHORD 2 X 4 SYP No.2D 'Except- BOT CHORD Rigid ceiling directly applied or 4.4-10 on center bracing. B22X6SYPSS.842X6SYPSS WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 9=818/0-3-0, 2=9910-9-7 Max Horz 2=557(load case 3) Max Uplift9=-520(load case 3). 2=-698(load case 3) FORCES (Ib) • First Load Case Only 2-3=-1379, 3-4=-2432. a-5=•1245. 5-6=-656. 6.7=-298, 7-8=7, 8.9=-69 TOP CHORD 1-2=63 , BOT CHORD 2-18=1135,17.18=17,3-17=-SJ9,16-17=969,15-16=164,4-15=523,14-15=2587,1 3-14=1060,12.13=160,6-13=499,71-12=596,10.11=35,7-11=578,9-10=280 WEBS 4.14=-7668, 5.14=456, 5.13=-526. 6-11=•727, 7-9=•794, 15-17=7251 NOTES t I This truss has been designed for the wind Icads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 pst bottom chord dead load, 1 mi from hunicane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 h by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. tf cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 i 2) Provide adequate drainage to prevent wa'er ponding 3) All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection (by othersl cf Vuss to bearing plate capable of withstanding 520 Ib uplift atjoint 9 and 698 Ib uplift atjoint 2. 5) This Wss has been designed for both TPI.85 and ANSIITPI 1-1995 plating criteria. LOAD CASE(S) Standard ~'~V • ~~A >. No. .A'•.5 O R1~4' Job 'Truss Truss Type Qty Ply Richard Thompson-Lipinski Residence i 19900084 T48 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 7998 MiTek Industries, Inc. Mon May 17 08:02:78 1999 Page 1 ..- --'~ --4 -- - 4-- 1 -- 2-0-0 2-9.4 2-0-0 3-8-2 3-8-2 2-4-9 2-0-0 2-2-0 4x8= M 4 0 ~ 2-9-4 ~ 4-9-4 ~ 12.1-7 I 14-6-0 16-6-0 ~ 18-8-0 ~ 2.9-4 2-0-0 7-4-3 2-4-9 2-0-0 2-2-0 4 4 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/dell PLATES GRIP ~ TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.18 16-17 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.16 16.17 >999 BCLL 0.0 Rep Suess Incr YES WB 0.56 Ho2(TL) •0.12 10 n/a BCDL 10.0 Code SBClSBCCI (Matrix) 1st LC LL Min I/deFl = 240 Weight: 142 1b ~ LUMBER BRACING I TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-11-6 on center purtin spacing, except end verticals. i I BOT CHORD 2 X 4 SYP No.2D -Except' BOT CHORD Rigid ceiling directly applied or x•5.7 on center bracing. B22X6SYPSS.B42X6SYPSS I WEBS 2 X a SYP No.3 ~, REACTIONS(Ib/size) 10=818/0.3-0,2=997/0.9-x Max Hoe 2=639(load case 3) Max UpIift10=-545(load case 3). 2=•673(load case 3) ~ FORCES (Ib) -First Load Case Only TOP CHORD 1.2=63, 2-3=-1379, 3-4=-2437, 4-5=-1522, 5-6=-862, 6.7=-507, 7-8=-247, 8.9=-6, 9.10=-66 BOT CHORD 2-20=1135,19-20=70,3-19=•516,18-19=955,17.18=166,4.17=564,16-t7=2583,15-16=1330,74.15=730,13-14=131,7-14=528,12-13=478,11-12=30,8-12=567,10-11=23a i WEBS 5-15=-761,6.15=552,6-14=-x77,7.12=-669,8.10=-778,5.16=448,4-i6=-t 295, 77.19=1267 NOTES ~ 1) This truss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psl bottom chord dead load. 1 mi from hurricane . oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 h by a3 ft with exposure C ASCE 7.93 per SBC/SBCCI If end verticals exist, they are not ex;,osed to wind. If cantilevers exist they are exposed to wind. ((porches exist they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide adequate drainage to prevent water ponding 7~ All plates are M20 plates unless Otherwise intliCatetl sl Prowtle mechanical connection (by others) of Wss to bearing plate capable of withstanding 5x5 Ib uplift at joint 10 and 673 Ib uplift at joint 2. 5) This tNSS has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria ~ LOAD CASE(S) Standard 3x4= 3x4= 2x411 2x4 I I 3x4 I I 3x4 = 3x4 = 2x4 I I 'Jop Truss Truss Type Dry Ply Richard Thompson-Lipinski Residence 9900084 T49 ROOF TRUSS 1 1 ' TRUE TRUSS INC.. JACKS ONVILLE Fl. 32226 4.0-32 s Jun 9 1998 IvtiTek Industries. Ine. Mon May 77 08:02:22 1999 Page 1 I -2.0-0 I 2-9-4 ~ 8-5-6 ~ 14-1-7 16 6 0 18 8 0,~ 2-0-0 2-9-4 5-8-2 5-8-2 2-4-9 2-2-0 4x8= I 3x4= 2x411 I 6.00,12 3x4 I 3 4 I' ~ W1 4x6 I W7 ~ "' 4 o 3x12= 12 11 d I 3x5= 14 4x4 = 3x4 = 9 6 3x411 3x4= 3x4= 2x4 I I ~ 2-9-4 8-5-6 14-1-7 i 1616~_r18 8 0~ 2-9-4 5-8-2 5-8-2 2-4-9 2-2-0 - -a . LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.19 12-13 >999 M20 249/190 i TCDL 15.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.20 12-13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) -0.09 8 n!a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft = 2a0 Weight: 137 Ib LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D 'Except' B22XBSYPNOtD WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 8=8 1 810-3-0, 2=99110.9.4 Max Horz 2=721(load case 3) Max UpliftB=-575(load case 3). 2=-6a4(load case 3) BRACING TOP CHORD Sheathed or 5-0-6 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-6-t on center bracing. WEBS 1 Row at midpt 7-8 FORCES (Ib) -First Load Case Only TOP CHORD t-2=63. 23=-1354, 3-4=-7326, a-5=-586, 5-6=-209, 6-7=-5, 7-8=-83 BOT CHORD 2-14=1122, 73-14=-20, 3-73=5.12.13=2436, 11-12=1117, 70-1 7=x47, 9-10=33, 6-10=637, 8-9=198 WEBS 3-72=-1326,4.12=301,4-11=-801,5-11=518,5-10=-653,6-8=-755 i NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load. 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. II porches exist, they are not expcsed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 ~ 2) Provide adequate drainage to prevent water ponding 3j All plates are M20 plates unless otherwise indicated. a) Provide mechanical connection (by others) of truss to bearing plate capable cf withstanding 575 Ib uplift at joint 6 and 6a4 Ib uplift at joint 2. 51 This truss has been designed for both TPI-85 and ANSI/TPI 1.1995 plating criteria. I ~, LOAD CASE(S) Standard V. *- ~ :~ TE OF /~ 'O ,e~.'c~~R1pP \~C' s/DN e1 Job Truss Truss Type Oty Ply Richard Thompson-Lipinski Residence , 9900084 J19 ROOF TRUSS f ~ TRUE TRUSS INC.. JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek IndusVies, Inc. Mon May 17 07:53:52 1999 Page f ~ -2-0-0 t 5.1-7 200 1 517 r 1 LOADING (psf) SPACING 2.0.0 CSI DEFL (in) (ioc) tldeFl PLATES GRIP 7CLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) n/a - n/a M20 2491190 TCDL 15.0 Lumberlncrease 1.25 BC 0.10 Vert(TL) 0.22 1-2 >f20 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n!a BCOL 10.0 Code SBClSBCCI (Matrix) 1st LC LL Min I/deft = 240 Weight: ZO Ib ~ LUMBER BRACING l TOP CHORD Z X a SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 3=134/0.3-6. 2=408!0.9-1, 4=49x0.1-8 i Max Ho22=3a3(load case 4) Max Uplift3=-ta6(load case 2). 2=-a02(load case a) ~ FORCES (Ib) • First Load Case Only TOP CHORD 1-2=63, 2.3=46 807 CHORD 2~=0 ~ NOTES ~) This truss has been designed for the wind loads generated by t 10 mph winds at 44 h above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, ~ mi from hurrica'e oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by a3 ft with exposure C ASCE 7-93 per SBClSBCCI If end verticals exist, they are not exposed to wind. N i cantilevers exist they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 12) All plates are M20 plates unless otherwise indicated. i 3) Provide mechanical connection (by others) of wss to bearing plate atjoint(s) 4. ~ a) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding tab lb uplift atjoint 3 and 402 Ib uplift atjoint 2. 5) This Wss has been designed for both TPI-85 and ANSI/TPI 1.1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Richard Thompson-Lipinski Residence 9900084 701 ROOF TRUSS 1 (~ TRUE TRUSS iNC.. JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 07:54:00 1999 Page 1 ~•2-~0 , 5-5-10 ~ 9-9-5 l _1~1-0 i 18-2-8 ~ 22-11-0 5_tn- , 29-2-6 32-6-3 37 0 0 2-0-0 5-5-10 4-3-11 4-3-11 4-1-8 4-8-8 2-11-8 3.3-14 3-3-14 4-5-13 i t i 5x8= 2x411 5x8= 3x4! 3x5 6.00;; 72 8 3x4 ,~ 3x4 ~ 3 W 9 q W 3x4 0 10 2 9 W n 17 r~ ~ Iy 0 0 4x8= 209 21 2218 23 24 17 25 26 16 15 14 27 13 28 2912 30 31 3x61; az5= 4x5= 8x8= 4x5= 8x8= 4x5= 3x61) Sx12~ i 14-1-0 18-2-8 ~ 22-1_ 1-0 25-10-8 29-2-6 32-6-3 37_0-0 9-5 5-5-10 , 9 t T I ~ -t ~ ~ 5-5-10 4-3-11 4-3-71 4-1-$ 4-8-8 2-11-8 3-3-14 3-3-14 4-5-13 Y " '1'1 - - - - - - - - - LOADING (psi) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) 0.44 14-15 ?999 M20 249/190 TCDL 15.0 Lumber increase 1.25 HC 0.78 Vert(TL) -0.46 14-15 >924 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.11 11 n/a ~ BCDL 10.0 Code SBC/SBCCf (Matrix) 1st LC LL Min I/deft = 240 Weight: 1162Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6.2 on center purtin spacing. BOT CHORD 2 x 8 SYP No.7D BOT CHORD R;gid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/5128) 1 1=13604/0-9-4, 2=9987/0-9-4 Maz Horz2=338(load case 3) htax Upliftt 1=•7894(load case 4), 2=-5976(load case 4) ~ FORCES (Ib) • First Load Case Only ~ TOP CHORD 7-2=71, 2.3=•21022, 3-4=-1 9 5 7 2, a-5=-17611, 5.6=•180x2. 6-7=-18042, 7-8=-19598, 8-9=-23966, 9.10=-26135, 7 0-1 1=-26982 ~ BOT CHORD 2.20=18779,19-20=18779,19-21=18779,21-22=18779,18-22=78779,18-23=17462,23-24=17462,17-24=17462,17-25=15769,25-26=15769,16-26=15769.15.16=17682, 14-27=23355,13-27=23355,13.26=24172,28-29=24172,12-29=24172,12.30=24172,30-31=24172.11-31=24172 I 14.15=21384 I , WEBS 3-19=1010,3-t8=-1541,4.18=2x70,4-t7=-259x,5-17=3644,5-i6=4443,6-16=-126,7.16=640,7.15=7790,8-15=-7807,8.14=8609,9.14=-2989,9-13=2923,10-73=970,10-12=488 i NOTES t) 4•ply truss to be connected together with 0.131'x3" Nails as follows: Top chords connected with 1 row(s) at 0-9-0 on center. Bottom chords connected with 7 row(s) at 0.9-0 on center. Webs connected as follows: 2 X 4 - 1 row(s) at 0.9-0 on center. Attach chords with 112 inch diameter bolts (ASTM a-307] with washers at 2-0-0 on center. 2) Special connection required to distribute bottom chord loads equally between all plies 1 3) This Wss has been checked for unbalanced loading conditions. I a) This truss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 psi top chord dead load and 5.0 psi bottom chord dead load. 1 mi from nurticare oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 h by 43 tt with exposure C ASCE 7-93 per SBC/SBCCt If end verticals exist, they are not exposed to wind. M are exposed to wind. tf porches exist. they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 cantilevers exist the y , 5) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 6) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection{s) is delegated to the building designer. 7) Provide adequate drainage to prevent water ponding. 8) All plates are Iv120 plates unless otherwise indicated. 9) Provide mechanical connection (by others) of tress to bearing plate capable of withstanding 7894 Ib uplift at joint 11 and 5976 Ib uplift at joint 2. ... +.~_ ._.__ .__ ~___ .__~___a ~_. ~..,w T~,.o= ~..A ~fJC1/TPI 1.1005 nl~finn rrifcria ..~ ,~,., ~... .. ...... ........ .......y. .......... LOAD CASE(S) Standard t) Regular Lumber Increase=t 25, Plate Increase=1.25 Uniform Lcads (pIf) Vert: 1.2=-70.0, 2.3=-70.0, 3-4=-70.0, 4-5=•70.0, 5-6=•70.0, 6.7=-70.0, 7.8=-70.0, 8-9=-70.0, 9-10=-70.0, t0-11=-70.0, 2.20=-20.0, 79-20=•20.0, 79.21=-20.0, 21.22=-20.0, 16-22=-20.0, 18-23=-20.0, 23-2a=-20.0, t7-2a=•20.0, 17.25=•20.0, 25.26=-20.0, 16-26=-20.0, t5-t6=•200, 14-15=-20.0. 14.27=-20.0. 13.27=-20.0, 13.28=-20.0, 28.29=-20.0. 12.29=-20.0, 72.30=•20.0, 30.31=•20.0, 11-31=-20.0 Concentrated loads (Ib) Vert: 16=-3942 74=-7305 20=•1727 21=-620 22=-620 23=-620 24=-620 25=-620 26=-632 27=-742 28=-744 29=-744 30=-744 31=-1052 V. * Y ~* TE OF ~~ ~ss/D e~ ENS Job Truss Truss Type Oty Ply Richard Thompson-Lipinski Residence 9900084 T02 ROOF TRUSS 7 1 TRUE TRUSS INC.. JACKSONVILLE FL. 32226 4.032 s Jun 9 1996 MiTek Industries, Inc. Mon May 17 07:54:D8 1999 P age 1 4-' 11- - 4-9-8 3-6-0 3-6-0 5-0-0 I 5x6= 1x4 iI 5x6= 6.0012 I W2 1 W2 7 I 4 N I i~ f g 11 12 7 13 14 6 5 4 1 '~ 5x5= 3x6= 5x5= `~ Io 3x6 = 3.00;;2 3x6 ~ 4-3-6 ~ 8-3-8 12-rt-A 16-9.8 4-3-8 4-0-0 4-0-0 4-6-0 • 7. - LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deFl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.40 7 >502 M20 249/190 TCDL 15.0 Lumber Increase 1_25 8C 0,67 Vert(TL) -0.29 6-7 >685 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) -0.25 5 n/a BCDL 10.0 Code SBCISBCCI (Matrix) 1st LC LL Min Ildefl = 2a0 Weight: 691b LUMBER BRACING 70P CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-8 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3.9.9 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size} 1=1060/0-3-8, 5=7052'0.3-0 Max Hoe 1=-72(load case 2) fvtax Uplittt=-907(load case 4), 5=-696(toad case 4) ~, FORCES (Ib) -First Load Case Only i TOP CHORD t•2=-3332, 2.9=•3199, 3-9=-3199, 3.10=-3199, 4-t0=-3199, 4.5=-3397 BOT CHORD 1.8=2944,8-17=2567,17-12=2507,7-12=2567,7.13=2630,73.14=2630,6-74=2630,5.6=3077 WEBS 2.8=916, 2-7=692, 3-7=-346, a•7=622, 4.6=938 NOTES t) This Wss has been checked for unbalanced loading conditions. 2} This Wss has been designed for the wind Toads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf lop chord dead load and 5.0 psf bottom chord dead load, 7 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 tt by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. if cantilevers exist, they are exposed to wind. !f porches exist, they are not exposed to wind. The lumber DOL increase is 7.33, and the plate grip increase is 7.33 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. a) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1-7995 angle to gram formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 907 Ib uplift at joint 1 and 696 Ib uplift at joint 5 i 6)This truss has been designed for both TPI-65 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard I I 11 Ronr,l~r 1 r,mhcr lnrrn~ec=1 74 Ploto inrro~<e=t 75 ~' Uniform Loads (plf) Vert: 1-2=-70.0, 2-9=•70.0, 3-9=-70.0, 3.70=•70.0, 4-10=-70.0, 4.5=•70.0, 1-8=-20.0, 8.17=-20.0, 71.72=-20.0, 7-12=•20.0, 7-73=-20.0, 73-t4=•20.0, 6-74=-20.0. 5.6=-20.0 Concentrated Loads (lb) Vert: 2=-96 4=•98 7=-28 3=•59 9=-59 70=-59 7 7=-82 12=-26 t3=•28 t4=-82 V. No. ~1'E OF Ri~~ _.~ Job Truss Truss Type Oty ply Richard Thompson•Lipinski Residence 9900084 T03 ROOF TRUSS 7 7 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon Ma y 17 07:54:74 1999 page 1 4- - 4 - ~ - 4-3-8 0-1-12 2-4-4 3-0-0 2-4-4 0-i-72 4-6-0 5x5 = 4x4 = 6.00 ~t 2 1x4 II 3x4 W1 5 t i W4 9 B 7 6 R 5x6 = 3x6 = 5x5 = 1`~ Q Y 0 3z4 3.00 ~ 3x4 4- - 9- - _ _g 4-3-8 5-6-0 2-6.0 4-6-0 - -4 ~ LOADING (psf) SPACING 2.0.0 CSI DEFL (in) floc) I/deft PLATES GRIP TCLL 20.0 Plates Increasa 1.25 TC 0.36 Vert(LL) 0.13 6 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.16 8-9 >999 BCLL 0 0 Rep SVess Incr YES WB 0.37 Ho2(TL) 0,17 6 n!a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft = 240 Weight: 74 Ib LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 7=744/0.3-8, 6=7 4 410-3-0 Max HoR t=-98(load case 2) Max Upliftt=-432(load case 4), 6=-432(load case 4) FORCES (Ib) • First Load Case Only TOP CHORD 1.2=-2057, 2.3=-2030, 3.4=•t 775, 4-5=-7290, 5.6=-2707 BOT CHORD 7.9=7853, 8-9=7 735, 7.8=t 795, 6-7=7909 WEBS 2-9=-147, 3-9=968, 3-8=53, 4.8=394, 5-8=-732. 5-7=537 BRACING TOP CHORD Sheathed or 4-2-3 on center pudin spacing. BOT CHORD Rigid ceiling directly applied or 6-7.15 on center bracing. NOTES i) This Wss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind Toads generated by 1 70 mph winds al 44 ft above ground level, using 10.0 psf lop chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, ccndition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7.93 per SBClSBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) Bearing at joint(s) t, 6 considers parallel ;o grain value using ANSI~TPI 1.1995 angle to grain formula. Building designer shculd verify capacity of bearing surface. 6) Provitle mechanical connectlon (by others) of truss to bearing plate capable ofwithstanding 4321b uplift atjoint 7 and 4321b uplift at joint 6. 7) This truss has been designed for both TPI-85 and ANSI/TPI 7.1995 plating criteria. LOAD CASE(S) Stantlard V. SY'ATE OF ;~ ~ ORS P~~ ~'~ ..... ~•' c\ Job Truss Truss Type Oty Ply Richard Thompson-Lipinski Residence 9900064 T04 ROOF TRUSS 2 1 ~ ' TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 77 07:54:21 1999 Page t 4-5-4 ~ 8-3-8 12-1.12 ~ 16-9-8 4-5-4 3-10-4 3-10-4 4-7-12 4x4= 0 I`' 4 0 3.00,, 12 ~ 4 3 8 F 12-3-8 ~ 16-9-8 __ ____ _ ~ 4-3-8 8-0-0 4-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/tlefl PLATES GRIP ~ >999 M20 249/190 ~ TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.15 6 i TCDL 15.0 lumber Increase 1.25 BC 0.41 Vert(TL) -0.37 6-7 >533 BCLL 0.0 Rep SVess Incr YES WB 0.41 Horz(TL) 0.12 5 Na I BCDL 70.0 Code SBCiSBCCI 1st LC LL Min Ildefl = 240 Weight: 71 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 4-1-11 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-15 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) t=744/0-3-8, 5=74410-3.0 Max Horz t=-t 17(IOad case 2) Max Upliftl=-432poad case 4), 5=-432(load case 4) FORCES (Ib) • First load Case Only TOP CHORD t-2=-2057, 2-3=-2033, 3-4=-2097, 4-5=-2107 ~I BOT CHORD t-7=1653, 6-7=888. 5-6=1909 WEBS 2.7=-196, 3-7=1205, 3-6=1279, 4-6=-228 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from Hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. Ii cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1 33, and the plate grip increase is 7.33 3) All plates are M20 plates unless otherwise indicated. a) Bearing at joint(s) t. 5 considers parallel to grain value using ANSIlTPI t-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of wss to bearing plate capable of withstanding 432Ib uplift atjoint 1 and 432Ib uplift al joint S. i 6) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. ~, LOAD CASE(S) Stantlar0 V. */ `~ V `A' ~^~ -o '; STATE OF /~ ''~.. s/nNe~~Rc~ 3x4 % 3x4= Job Truss Truss Type Dry Ply Richard Thompson-Lipinski Residence 9900084 TOS ROOF TRUSS 1 1 ~ TRUE TRUSS INC .JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 07:54:27 1999 Page 1 4-5-4 8-3-8 ~ 12-1-12 16.9-8 i 4-5-4 3-10-4 3-10-4 4-7-12 II ~ 3x4 = 1x4 I I 3x4= 1x4 I 3x4= i I I, V2 W4 W4 WS i 8 7 Io i 5x6 = 11 5x8= 2x4 II 2xa I I _ 3.00 112 4-3-8 12-3-8 , 16-9-8 q_3-g 8-0-0 4-6-0 P ff - -4 - LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/dell PLATES GRIP TCLL 20 0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.03 7 >999 M20 249!190 TCDL 15.0 lumber Increase 1.25 BC 0.38 Vert(TL) -0.21 7-8 >957 BCLL 0.0 Rep SVess Incr YES WB 0.28 Horz(TL) 0.02 6 n!a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min IIdeFl = 240 Weight: 103 Ib LUMBER BRACING I TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purtin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (IblSize) 9=742/0-3-8. 6=742'0.3-0 Max Uplift9=-43t(load case 2). 6=-431(load case 2) FORCES (Ib) - Firsl load Case Only TOP CHORD 1.9=-700. 1.2=-663, 2-3=•663, 3-4=-683, 4-5=-683, 5.6=-697 BOT CHORD 8.9=0, 7-8=819, 6.7=0 WEBS t-8=861, 2-8=-285, 3-8=-213, 3-7=-185, 4-7=-292, 5-7=871 NOTES 1) This Wss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI It end verticals exist, they are not exposed to wind. K cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide adequate drainage [o prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) Bearing at joint(s) 9, 6 considers parallel to grain value using ANSIlTPI 1.1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of Wss to bearing plate capable of withstanding 431 Ib uplift at joint 9 and 431 Ib uplift at joint 6. 6) This truss has been designed for both TPI.85 and ANSIlTPI 1-1995 plating criteria. LOAD CASE(S) Standard it V. /~+ STATE O F ~~OR10P Job Truss Truss Type Qty ply Richard Thompson-Lipinski Residence 9900064 TO6 ROOF TRUSS 1 '~ r i TRUE TRUSS INC.. JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May t7 07:57:52 1999 Page t ~ i 3-1-6 6-7-11 10-1.13 ~ 13-8.0 16-9-8 3-1.8 3-6-3 3-6.3 3-6.3 -1 3-1-8 6x6- 1x411 3x8= 3x5= 1x411 6x6= I 2 Y W 4 4 V W ~ 81 3x4 = 2 15 11 16 17 10 18 19 9 20 21 22 6 23 3x4 = 10x12= 3x8 (1 6x8= 10x12= t3 14 ~ i_ 3-1-8 6-7.11 ~ 10-1-13 13-8-0 16-9-8 t 3-1-8 3-6-3 3-6-3 3-6-3 3-t-8 a - LOADING (psf) SPACING 2.0-0 CSI DEFL (in) (loc) !/deFl PLATES GRIP TCLL 20.0 Ptaleslncrease 1.25 TC 0.56 Vert(LL) 0.11 10 >999 M20 249/190 TCDL 15.0 Lumber Increase 125 BC 0.68 Vert(TL) -0.17 9-10 >999 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(TL) 0.11 14 n!a BCOL 10.0 Code SBGSBCCI (Matrix) 1st LC LL Min I/dell = 240 Weight: 304 Ib 1 LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 8 SYP No.tD WEBS 2 X 4 SYP No.3 'Except' W 1 2 X a SYP No.2D, W 1 W2 2 X 4 SYP No.2D 2 X 4 SYP No.2D, W2 2 X 4 SYP No.2D REACTIONS (Iblsize) 13=9877!0-3.8, 14=7305x0-3-0 Max Upliftl3=-4454(load case 2), ta=•2935(load case 2) BRACING TOP CHORD Sheathed or 4-0-11 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or t0-0-0 on center bracing. WEBS 1 Row at midpt 1-13, 6-14 FORCES (Ib) • First Load Case Only TOP CHORD 72.13=-9877, 1.12=-9163, 1-2=•6186, 2-3=•6186, 3-4=-7835, 4-5=-4641, 5-6=-4641, 7.14=-7305, 6-7=-6866 BOT CHORD 12-15=105, 11.15=106, 11.16=8389, 16-17=8389, 10-17=8389, 10.18=8389, 18-19=8389, 9.19=6389, 9-20=7835, 20-21=7835, 21.22=7835, 8-22=7835, 8-23=62, 7.23=82 WEBS 1-11=10847, 2.11=-130. 3-11=-3532, 3-10=3191, 3-9=-889, 4-9=3733, 4-6=-5118, 5-8=-166, 6-6=8133 NOTES 1) Z-piy truss to be connected together with 0.131'x3' Nails as follows: Top chords connected with 1 row(s) at 0.9-0 on center. Bottom chords connected with 1 row(s) at 0-9-0 on center. Webs connected as follows 2 X 4 - t row(s) at 0.9-0 on center. 2) Special connection required to distribute bottom chord loads equally between all plies. 3) This truss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches ezisL they are not exposed to wind. The lumber DOL increase is 1 33, and the plate grip increase is 1.33 4) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 5) Provide adequate drainage [o prevent water ponding. 6) All plates are M20 plates unless otherwise indicated. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. e) Bearing at joint(s) 13, 1a considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula. Builtling designer should verify capacity o/bearing surface. 9) Provide mechanical connection (by others) of Vuss to bearing plate capable of withstanding 4454 Ib uplift at joint 13 and 2935 Ib uplift atjoint 14. 10} This truss has been designed for both TPi-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard t) Regular: lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plt) Vert: 1-2=-70.0, 2-3=-70.0, 3-4=-70.0, a-5=-70.0, 5-6=-70.0, 12.15=-20.0, t t-15=-20.0, t 1-16=•20.0, 16-17=-20.0, 10-17=-20.0, t0-t8=•20.0, t8-19=-20 0, 9-19=•20.0, 9.20=-20.0, 20.21=-20.0, 21-22=•20.0, 8.22=-Z0 0. 6.23=-20.0, 7-23=-20.0 Concenrated Loads (Ib) ven.t2=-391 1t=•4946 t0=-1074 t5=-395 16=-1275 t7=-1074 t8=-1074 19=-1074 20=-1074 21=-1074 22=-t 126 23=-1119 Job Trtrss Truss Type Oty Ply Richard Thompson-Lipinski Residence 9900084 T07 ROOF TRUSS 1 1 (TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 5 Jun 9 1996 MiTek Industries, Inc. Man May 17 07:57:58 1999 Page 1 ~~) 5-9-10 2-0-0 5-9-10 ~ __ 11-0-13 5-3-3 T 16-4-0 5-3-3 , 20-5-0 20 8-0 25-9 0 4-1-0 0-3-0 5-1-0 ~ 2x411 i 6 00 r12 4x6= = I i . 3x4 7 5x5 3x4 . 8 1 tx4~~ i W4 W 5 ~ 8 e W M 4 ~ IQ I 5x8= 9 3x5 = 13 12 11 2x4 11 5x5= 3x8= 2x411 i 8-5-4 ~ 16-4-0 ~ 20-5-0 ~ 25 9 0 ~ 8-5-4 7-10-12 4-1-0 5-4-0 - - - - - - - - - - - 1 - '4 - - - - - LOADING (psf) SPACING 2-0-0 CSI DEFL (in) floc) I/deb PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) 0.17 12-13 >999 M20 249/190 TCDL 15.0 Lumberlncrease 1.25 BC 0.49 Vert(TL) -O.t512-73 >999 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) -0.03 9 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Vdefl = 240 Weight: 167 Ib I LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X a SYP No.3'Except- W6 2 X 4 SYP No.2D BRACING TOP CHORD Sheathed or a-1-11 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7.4 on center bracing. Except: 1 Row at midpt 6-10 REACTIONS (Ib/size) 2=1307!0-9~, 9=1139/0-3-0 Max Hoe Z=672(load case 3) Max Uplift2=-884(load case 4), 9=•705(toad case 4) FORCES (Ib) • First Load Case Only TOP CHORD 1-2=63, 2-3=-2018, 3.4=1745, 4-5=-1015, 5-6=-675, 6-7=-684, 7-8=-832, 8-9=-1077 BOT CHORD 2-13=1714, 12-13=1292, 11.12=15, 10-11=23, 6.10=12, 9-10=34 WEBS 3-13=-332,4.13=460,4-12=-657,5-12=378,10-12=850,5.10=-341,8-10=861 NOTES 1) 7h;s truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using t0.0 psf top chord dead load and 5.0 psf bottom chord dead toad. 1 mi from hunirane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7.93 per SBC/SBCCI If end verticals exist they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) Provide mechanical connection (by othersy of truss to bearing plate capable of withstanding 884 Ib uplift at joint 2 and 705 Ib uplift at joint 9. 6) This truss has been designed for both TPI-85 and ANSIlTPI 1-1995 plating criteria. LOAD CASE(S) Standard V. No. qXE OF 0 R~OP,, Job Truss Truss Type Dry Ply Richard Thompson-Lipinski Residence ', 9900084 T08 ROOF TRUSS 1 7 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 07:58:05 1999 Page t ,.,aw vNnnc--vi vtivau cases v), v--r iytwao cane rl ~I FORCES (Ib) -First Loatl Case Only TOP CHORD t-2=32, 2-3=-1815, 3-4=-1573. 4-5=-706, 5-6=-754, 6-7=0, 7-8=-167 i 80T CHORD 2.12=7612, 11-12=1138, 10-t 1=0, 9.10=18, 6-9=351, 8-9=675 WEBS 3.12=-37a,4-12=503,a-tt=-724,5-t1=782,9-tt=772,5-9=200,6-8=-7154 ~ i NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designetl for the wintl loads generated by 7 70 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricar<. oceanline, on an occupancy category !, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI It end verticals exist, they are not exposed to wind. It ~ cantilevers exist, they are exposed to wind. It porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Atl plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of Wss to bearing plate capable of withstanding 670 Ib uplift at joint 2 and 719 Ib uplift at joint 6. 5) This Wss has been designed for both TPI-85 and ANSIlTPI 1-1995 plating criteria. LOAD CASE(S) Standard 20-5-0 i -2-0.0 ~ 6-5-10 _ i 12-4-13 ~ 18-4-0 18 8 0 , 25 9 0 ~ r i 2-0-0 6.5-10 5-11-3 5-11-3 0-4-~ 5-4-0 4x6- 6.00 72 1-9-0 Job Truss Truss Type Qty Ply Richard Thompson-Lipinski Residence 9900084 T09 ROOF TRUSS 4 1 TRUE TRUSS INC., JACKSONVILLE Fl. 32226 4.0.32 5 Jun 9 7998 MiTek Industries, Inc. Mon May 17 07:58:73 1999 Page 1 ~•2-4-0 6.5-2 12-2-12 t8-6-0 I, OZ- ' fir- 25 9 0 i 2-0-0 6.5-2 5-9-10 6-3-4 1-11-0 5-4-0 i 4x4 = 6.00 ~12 3x4 I I 2x4 = 7 1x4 11 3x4 14 1x4 I g j 5x5 ~ 5x5 (( i I W3 6 I W~ 5 ~ i ~ ~ c ~ _ q I4 3x5= 9 3x4 = 13 12 t t 2x4 I I 2x4 !I 7x8= 5x1211 ~ _ ~5-2 _ ~ 12-2-12 I 20-5-0 ~ 25 9 0 ~ '~ 6-5-2 5-9-10 8-Z-4 5-4-0 PI -1- -4- 1 ~ - -q '~ LOADING(pst) SPACING 1-4-0 CSf DEFL (in) (lac) I/dell PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) 0.56 t2-t3 >550 M20 249/190 TCDL 75.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.73 12-13 >420 BCLL 0 0 Rep Svess Incr YES WB 0.57 Horz(TL) -0.02 9 n!a BCDL 10 0 Code SBGSBCCI (Matrix) 1st LC Ll Min I/deft = 240 Weight: 171 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 on center purtin spacing, except end verticals. BOT CHORD 2 X 6 SYP SS 'Except' BOT CHORD Rigid ceiling directly applied or 5-0-0 on center bracing. Except: 84 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 -Except' 1 ROw at midpt 7.10 1 I W6 2 X 4 SYP No.2D REACTIONS (Ib/size) 2=7067/0-4-0, 9=109410-3.0 I ~ ~•~~: Nor-, ~=e7nn~~n ~~~o at I Max Uplift2=-551(loatl case 4), 9=-402(load case 4} FORCES (Ib) • First Load Case Only TOP CHORD 1-2=45, 2-3=-7884, 3-4=•1211, 4.5=•7008, 5-6=138, 6.7=59. 7.8=-828, 8.9=-1051 BOT CHORD 2-13=1630, 12-73=1623, t1-t2=993, 10.11=559, 10-74=-41, 7-14=-24, 9.10=8 WEBS 3-t3=266,3-72=-722,4.72=768,5-75=-1176, 14.15=-71 76,8-10=957,6-15=32 NOTES 1) This Wss has been checked for unbalanced loading conditions. 2j This truss has been designed for the wind loads generated by 710 mph winds at 44 h above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline. on an occupancy category I, condition I enclosed building, of dimensions 73 Ft by 43 tt with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist they are not exposed to wind. tf cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M20 plates unless otherwise indicated, 4) Ceiling deatl load (10.0 psf) on member(s). 4-5, 5-15, 14-15 5) Bottom chord live load (30.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 11-12 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 551 Ib uplift at joint 2 and 402 Ib uplift at joint 9. 7) This truss has been designed for both TPI.85 and ANSIlTPI 1-1995 plating criteria. LOAD CASE(S) Standard ~~~• ~~~~ * Y ~* TE OF O ~~ O R1~p''~t1'~ Job Truss Truss Type Oly Ply Richard Thompson-Lipinski Residence 9900084 T70 ROOF TRUSS 1 '3 , TRUE TRUSS INC . JACKSONVfLLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 07:58:23 1999 Page 1 4-9-5 ~ 9-0-4 13-3- 2 17-6-0 19-6-02n.5.D 25.9.0 4-9-5 4-2-14 4-2-14 4-2.14 2-0-0 0-11-0 5-4-0 4x6= 4x6= I 3x5 ~ 3x4 I I 8 I ~ 3x4 6.00 12 1 17 4x4 3x4% 3x5= 6x8= 9 B 3X4 ~ 5 Q W4 7 ~ v 1 10 i y I° 0 4x6- 10 79 20 76 21 15 22 14 23 2a13 12 2x411 i 4x8 ~ 2x4 II 3x4= 7x8= 3x5= 7x811 ~ i 4-9-5 ~ 9-0-4 ~ 13-3-2 17-6-0 ~ 20-5-0 25-9-0 4.9-5 4-2.14 4-2-14 4-2-74 - 1-0 5-4-0 I '-4 -_ -7 - 7 ~ 4' --1 LOADING (psf) SPACING 1-0-0 CS7 DEFL (in) (IOC) UdeFl PLATES GRIP ~ 7CLL 20 0 Plates Increase 1.25 TC 0.29 Vert(LL) 0.33 13.14 >921 M20 2491190 TCDL 15.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.33 13-14 >932 BCLL 30.0 Rep Svess Incr YES WB 0.56 Horz(TL) 0.07 70 n/a BCDL 10.0 Code SBC/SOCCI (Matrix) 151 LC LL Min Udeft = 240 Weight 6991b ; LUMBER BRACING TOP CHORD ? X 6 SYP SS TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. 00T CHORD 2 X 6 SYP SS 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. B3 2 X 8 SYP No.7 D, 8a 2 X 4 5YP No.2D WEBS 2 X a SYP No.3 -Except' W62X4 SYPNo.20, W32X 6SYPSS REACTIONS (tb/size) 1=630210.4.0. 70=5349!0-3.0 Max Horz 7=262(load case 3) Max Upliflt=-4002(load case a}, 10=•3491(toad case 4) FORCES (Ib) • First Load Case Only TOP CHORD 1-2=•12872. 2.3=•70447, 3-a=-8402, a•5=•6022, 5.6=3a, 6.7=-a21, 7.8=-788, 8-9=-4402. 9.70=-5176 BOT CHORD 1-1 9=1 1543, 79-20=11543, 16.20=11543, 16.21=11543, 15-21=11543, 15-22=9336, 14-22=9336, 14-23=7527, 23-24=7527, Y3-24=7527, 12-t3=4875, 11-12=2232, 17.17=7123, 8-17=638,10.17=74 WEBS 2.16=2020,2-15=-2500,3-t5=2688,3-14=•2597,4-14=5213,9.11=5266,13.76=5772,5-18=5772,4.13=•5510,17-18=1567,5-17=-6284 NOTES 7) 3-pry truss to be connected together with 0.731"x3" Nails as follows: Top chords connected with 2 row(s) at 0-9.0 on center. Bottom chords connected with 1 row(s) at 0-9-0 on center. Webs connected as follows 2 X 4 - 1 row(s) at 0.9-0 on center, 2 X 6 - 2 row(s) at 0.9-0 on center. 2) Special connection required to distribute bottom chord loads equally between all plies. 3) This truss has been checked for unbalanced loading conditions. a) This truss has been designed for the wind loads generated by t t0 mph wrnds ai 44 h above ground level, using 70.0 psf top chord dead toad and 5 0 psf bottom chord dead load. t mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI Ii end verticals exist, they are not =_xposetl to wind. li cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 7.33, and the plate grip increase is 7.33 5) Except as shown below, special connection(s) required to support concentated load(s). Design of connection(s) is delegated to the building designer. 6) Provide adequate drainage to prevent water ponding. 7) All plates are M20 plates unless otherwise indicated. 8) Provide mechanical connection (by others) of Wss to bearing plate Capable of withstanding 4002 Ib uplift at joint t and 3491 Ib uplift at joint 10. 9) This truss has been designed for both TPI-85 and ANSUTPI 1.1995 plating criteria LOAD CASE(S) Standard t) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-35.0, 2-3=-35.0, 3.4=-35.0, 4-5=-35.0, 5-6=-35.0, 6-7=-35.0, 7-8=•35.0, 8.9=-35.0, 1.19=-40.0, 19-20=-40.0, t6-20=-40.0, 76-2t=-40,0, 15-21=-40.0, 15-22=~0.0, 14-22=-40.0, 14-23=-40.0, 23.24=-40.0, 73.24=-40.0, 12-73=-40.0, 10-17=-40.0 Concentrated Loads (Ib) Vert: ta=-755 16=-755 15=-755 19=-8t 20=-1146 21=-755 22=-754 23=-755 24=-3985 V. No. 'plYE OF O R,OP", Job Truss Truss Type Dry Ply Richard Thompson-Lipinski Resitlence 9900084 Tt 7 ROOF TRUSS 7 'Z r TRUE TRUSS INC.. JACKS ONVILLE FL. 32226 4.0.32 s Jun 9 7998 MiTek Industries, Inc. Mon May 17 07:58:29 7999 Pape t ~ 5-8-5 i 10-10-2 L 16-0-0 17 6 0 5-8-5 5-1-14 5-1-14 1-6-0 4z8= 2x411 6.00 12 3x5 I 2 3x4 1 ~ 5 0 3x8= 109 11 t2 8 13 14 7 6 3x6 l i 7z8 = ~ 4x4 = 3x5 = ~ 5-8-5 1 0-10-2 16.0-0 X17-6-0 5-8-5 5-1-74 5-1-14 1-6-0 P j LOADING (psf) SPACING 2-0-0 CSI DEFL (in) floc) Iltlef! PLATES GRIP 7CLL 20.0 plates Increase 1.25 TC 0.50 Vert(LL) 0.18 8-9 >999 M20 249/190 TCDL 75.0 Lumber Increase 7.25 BC 0.4H Vert(TL) -0.18 8-9 >999 BCLL 0.0 Rep Svess Incr NO WB 0.94 Horz(TL) -0.04 6 n/a BCDL 70.0 Code SBC/SBCCI (Matrix) ist LC LL Min f/deft = 240 Weight; 2681b LUMBER j TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 REACTIONS (fb/size) 1=344 t/0.3-0, 6=400510-3-0 Max Ho21=656(load case 3) Max Uplift7=-2177(load case 3), 6=•2930(toad case 3i BRACING TOP CHORD Sheathed or 4-9-12 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-4-13 on center bracing. FORCES (Ib) -First Load Case Only TOP CHORD 1.2=-7117, 2-3=-4062, 3-4=-688, 4-5=-37, 5-6=-80 BOT CHORD t-10=6276,9-10=6276,9.11=6276,11-12=6276,8-12=6276.8-13=3565,13.14=3565,7.14=3565,6.7=597 WEBS 2-9=2493, 2-8=-3086, 3-8=4200, 3-7=-4318, 4-7=3387, 4-6=-3343 NOTES t) 2-ply truss to be connected together with 0.737'x3' Nails as Follows: Top chards connected with 1 row(s) at 0.9.0 on center. Bottom chords connected with 2 row(sj at 0-6-0 on center. Webs connected as follows: 2 X 4 - t row(s) at 0-9-0 on center. 2) This truss has been checked tar unbalanced loading Conditions. 3) This truss has been designed for the wind loads generated by 1 t0 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurticare oceanline, on an occupancy category I, condition I enWOSed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. H cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 7.33 4) Except as shown below, special connection(s) required to support concentrated load(s). Design of connectOn(s) is delegated to the building designer. 5) Provide adequate drainage to prevent water ponding. 6) All plates are M20 plates unless otherwise indicated. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2177 Ib uplift at joint t and 29301b uplift at joint 6. 8) This Wss has been designetl for both TPI-85 and ANSI/TPI 7.1995 plating criteria. LOAD CASE(S) Standartl t) Regular. Lumber Increase=125, Plate Increase=1.25 Uniform Loads (pl() Vert: t-2=-70.0, 2-3=-70.0, 3~=-70.0, 4-5=-70.0, 1.10=-20.0. 9-10=-20.0, 9-t t=-20.0, 11-12=-20.0, 8-12=•20.0, 8-13=-20.0, 13-14=•20.0, 7.14=-20.0, 6.7=-20.0 Concentrated Loads (Ib) Vert:6=-397 8=•688 10=-1530 11=-90112=•901 t3=-888 14=-351 V. ATE OF O R~OP, _,t Job Truss Truss Type Qty ply Richard Thompson-Lipinski Resitlence 9900084 Tt2 ROOF TRUSS t 2 , TRUE TRUSS INC., JACKSONVILLE FL. 32226 I 4.0-32 s Jun 9 1998 Mi7ek Industries, Inc. Mon May 17 07:58:38 1999 Page 1 4.0-8 ~ ~ 7.2-8 ~ ~ ~ 11-8-0 15-1.8 18-7-0 20-7-0 25-4-0 27 a n 4-0-8 3.2-0 4-5-8 3-5-8 3-5-8 2-0-0 4-9-0 2-0-0 4x5 I I 6 00 ~12 . 3x5 4x4 6x12 M20H= l 7x8= r'~1 3xa c yy 6 W2 0 b'7 W 11 "' - 8 .. ~ I o o t6 t7 t5 t8 t4 79 20 13 2t 22 12 23 24 11 25 10 26 9 Sxt2~ Sxt2 % 2xa I I 7x8= 8x8= 3x5= 3x5= 2x4 II 4-0-8 i 7.2-8 11-8-0 15-1-8 i 18-7-0 20-7-0 i 25-4-0 ---t 4-0-8 3-2-0 4-5-8 3-5.8 3-5-8 2-0-0 4-9-0 --4 -- ^• - - -4 1 ~ 1 LOADING(pst) SPACING 2-0-0 CSI DEFL (in) (loc) I/det! PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) 0.43 11-12 >703 M20 249It90 TCDL 15.0 Lumber Increase 1.25 8C 0.67 Vert(TL) -0.45 11-12 >666 h120H 187/143 ~ BCLL 0 0 Rep Stress Incr NO WB 0.78 Horz(TL) O t2 8 n/a BCOL 10.0 Code 56GSBCCI (Matrix) 1st LC LL Min IIdeO = 240 Weight: 329Ib _ + LUMBER TOP CHORD 2 X a SYP No.2D -Except' T32X6SYPSS BOT CHORD Z X 6 SYP SS WE85 2 X a SYP No 3 -Except' Wt2X4SYPNo20 WEDGE Left: 2 X 4 SYP No2D, Right 2 X 4 SYP No 2D REACTIONS (Ib/size) 1=6556/0.9-4, 8=6604'0-6-0 Max Horz 1=-298(load case 2) Max Uplifts=-a068(load case 4), 8=-4322(load case 4) BRACING TOP CHORD Sheathetl or 3-2-4 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 5.10-5 on center bracing. FORCES (lb) -First Load Case Only TOP CHORD 1.2=-13445, 2.3=•13182. 3.4=•9085, 4-5=-9082, 5.6=-11800, 6-7=-1 4 27 5, 7-8=-12701, 8.9=68 BOTCHORD i•76=11936, 16-t7=11936, 75-t7=71936, 15.18=11936, 14-18=11936, to-79=11763, 19.20=11763, 13-20=11763, 13.21=10503, 2t-22=10503, 12.22=10503, 12-23=14446, 23.24=14446,11-24=14446,17.25=11230,10-25=11230,10-26=11324,8.26=11324 WEBS 2.15=82,2.14=-205,3-t4=4522,3-13=-4697,4-13=7726,5-13=-3778,5.12=3869,6-12=-4734,6.11=-2708,7.11=4849,7-10=1473 NOTES 7) 2-ply truss to be connected together with 0 731"x3' Nails as follows: Top chords connected with 2 row(s) at 0.9-0 on center. Bottom chords connected with 3 row(s) at 0-4-0 on center. Webs connected as follows: 2 X 4 • t row(s) at 0.9-0 on center. 2) This Wss has been checked for unbalanced loading conditions. 3) This Wss has been designed for the wind loads generated by t t 0 mph winds at 44 K above ground level, using 10.0 psf top chord dead toad and 5.0 psf bottom chord dead load, 1 mi from hurtieare oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. !` cantilevers exist they are exposed to wind If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 7.33 4) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 5) Provide adequate drainage to prevent water ponding. 6) All plates are M20 plates unless otherwise indicated. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4068 Ib uplift at joint t and 4322 Ib uplift at joint 8. B) This wss has been designed for both TPI.85 and ANSI/TPI 1.7995 plating criteria. LOAD CASE(S) Standartl 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) , Vert. 1.2=-70.0, 2-3=-70.0, 3.4=•70.0, 4-5=-70.0, 5-6=•70.0, 6.7=-70.0, 7-8=•70.0, 8-9=•70.0, 1-16=-20.0, 16.17=-20.0, 15-17=-20.0, 15.18=-20.0, 14.16=•20.0, 14-t9=-20.0, 19-20=-20.0, 13-20=-20,0, 13.21=-20.0.21.22=-20.0, 12.22=-20.0, 12.23=-20.0, 23-24=-20.0, 77-24=•20,0, 11-25=-20.0, 70-25=•20.0, 10.26=•20.0, 8-26=-20.0 - Concentrated Loads (Ib) Vert: t4=-3422 76=-796 17=•196 78=-195 19=-755 20=-755 21=-754 22=-755 23=-755 24=-755 25=•t 146 26=-1065 ~~~~~p~11~ ~. ~1 Y ' V -* STATE OF - ~~O R`~P'`~t~i~ s/ON e~ Job (Truss (Truss Type Ply ~ Richard Thompson-Lipinski 9900084 ~T13 ~ROOFTRUSS I1 I~ TRUE TRUSS INC.. JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 tvtiTek Industries, Inc. Man May i7 07:58:44 1999 Page 1 ,~ 2-0=0 -„~• 2-t-8 ~ 3-11-0 5-0-0 8-7-0 ~ t2-2-0 , t6-5-8 , 20-g-0 2-0-0 2•t-8 t-9-8 1-t-0 3-7-0 3-7-0 4-3-8 4-3-8 4x8= Max HOrZ 2=346(IOatl CeSe 3) Max Up1ift10=-i723(load case 3), 2=•7077(load case 3) FORCES (Ib) • First Load Case Only TOP CHORD 1.2=63, 2.3=-2771, 3.4=-5322, 4-5=-4312, 5.6=-5238, 6.7=-5238, 7-18=•5418, 18-19=•5418, 8-19=•5418, 8-20=-80, 20-27=-80, 9.21=-80, 9-70=-197 BOT CHORD 2.17=2360, 16-17=2560, 15-16=4552, 15-22=4079, 14.22=4019, 14-23=5721, 23.24=5731, 13-24=5739. 72-13=103, 7-13=-99, 12.25=447, 25-26=447, 11-26=447, 11.27=2141, 27.28=2141,10.28=2141 WEBS 3.17=•1315,3-16=2531,4-76=1084,4.15=-816,5-15=1043,5-14=1328,6.14=-208,7.14=-530,11.13=1762,8.13=3452,8-11=•388,8-70=-2422 NOTES 1) 2•pty truss to be connected together with 0.131'x3" Nails as follows: Top chords connected with 1 row(s) at 0-9-0 on center. Bottom chords connected with 1 row(s) at 0.9-0 on center. Webs connected as follows: 2 X 4 • t row(s) at 0-9-0 on center. 2) This truss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 7 mi from hunicare oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7.93 per SBC/SBCCI It end verticals exist They are not exposed to wind. N cantilevers exist, they are exposed to wind. It porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 i 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. ~ a) Provide adequate drainage to Drevent •n•ater ponding. 5) All prates are M20 plates unless otherroise indicated. ~ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding t 123 tb uplift at joint 70 and 1077 Ib uplift at joint 2. 7) This truss has been designed for both TPI•BS and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 1) Regular Lumber Increase=7 25, Plate Increase=725 Uniform loads (plf) Vert: 1-2=-70.0, 2.3=•70.0, 3.4=-70.0, 4-5=•70.0, 5-6=-70.0, 6.7=-70.0, 7-18=-70.0, 18-19=•70.0, 8-19=-70.0, 8-20=-70.0, 20-21=-70.0, 9.21=•70.0, 2.17=-20.0, 76-1T=-20.0, 75-16=•20.0, 75-22=-20.0. 74-22=-20.0, 74-23=•20.0, 23-24=-20 0, 13-24=-20.0, 72.25=-20.0, 25.26=•20.0, 77.26=•20.0, 11.27=•20.0, 27.28=-20.0, t0-28=-20.0 Concentrated Loads (Ib) Vert: 15=•274 10=•58 19=-98 20=-98 21=-98 22=-155 23=-155 24=-155 25=-28 26=-29 27=-29 26=•29 V. STATE OF ~~ ~~ORiQP.~'.~ I 1x4 ~~ 3x4= 3x8= 2x411 ~ ire i Job Truss Truss Type Qty Ply Richard Thompson•Lipinski Residence 9900064 714 ROOF TRUSS 1 1 , TRUE TRUSS INC., JACKSONVILLE PL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 07:58:51 1999 Page 1 I --- -- -11• -- •' -- -- - 2-0-0 2-1-8 1-9-8 3-1-0 3-6-4 t-9.8 - 4-0-0 4-5-4 5x6= 3x4 = 3x4 = 2x4 I I 7 6.0072 w2 w 0 3x4 a I „ 70 Iq 5x5 = 5x5 = ~ 3x4 = 12 g 5x5= 6 00 12 . 3x4= 5x8 = - -4 - -4 1 - 2-3-4 1-6-0 3-2-12 3-8-0 1-6-0 8-7-0 LOADING(psfJ SPACING 2-0-0 CSI OEFL (in) (loc) i/de8 PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0-56 Vert(LL) 0.18 11 >999 M20 249!190 TCDL 75 0 Lumber Increase 1.25 eC 0.47 Vert(TL) -0.32 8.9 >759 BCLL 0 0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.10 8 nla BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft = 240 I Weight: 113Ib LUMBER TOP CHORD 2 X 4 SYP No.2D 8OT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS pb/size) 8=927/0-3-0, 2=1075x0-9-4 Max Horz 2=428(load case 3) Max Uplift8=•560(load case 3). 2=-767(load case 3) BRACING TOP CHORD Sheathed or 3-4-1 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-3 on center bracing. FORCES (Ib) • First Load Case Only TOP GHORD 1-2=32, 2-3=-7727, 3-4=•3735, 4.5=•1769, 5.6=-1294, 6-7=0, 7.8=-150 BOT CHORD 2-72=7509, 17.72=7677, 70.71=1609, 9.70=1500. 8-9=829 WEBS 3.12=•868, 3•t 1=7473, 4-7 7=1516, 4.10=794, 5-t0=959, 5.9=-1129, 6-9=672, 6.8=-1077 NOTES t) This truss has been designed for the wind loads generated by 110 mph winds at 44 N above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chortl dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 560 Ib uplift at joint 8 and 767 Itr uplift at joint 2. 5) This truss has been designed for both TPI-85 and ANSIITPI 1.1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Ory . Pty Richard Thompson-Lipinski Residence 9900084 T15 ROOF TRUSS i 1 TRUE TRUSS INC., JAGKSONVILLt rL. aezeo • - -- - --" - '--- ' - - -- .1 - -' -- -- -- 2-0-0 2.1-8 1-9-8 5-1.0 1-6-4 1-9-8 4-0-0 4-5-4 4x8= d 3x4 = 3x4 = ,r 2 3 4 T 3-9-4 ~ 9-0-0 ~ 10.8-0 ~ 12-2-0 i 20-9-0 i 2-3-4 1-6-0 5-2.12 1-8-0 1-6-0 8-7-0 LOADING (psf) SPACING 2-0-0 TCLL 20 0 Plates Increase 1.25 TCDL 75.0 Lumber Increase 1.25 BCLL 0.0 Rep SVess Incr YES BCDL 70.0 Code SBGSBCCI (LUMBER TOP CHORD 2 X 4 SYP No2D ~ BOT CHORD 2 X 4 SYP No.2D ! WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 9=921/0-3-0, 2=1075x0.9-4 Max Horz 2=510(load case 3) Max Uplift9=-576(load case 3), 2=-751(load case 3) BRACING TOP CHORD Sheathed or 3-2.4 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-10 on center bracing. FORCES (Ib) • First Load Case Only TOP CHORD 1-2=32, 2.3=-1727, 3-4=-3360, 4-5=•1442, 5.6=•1303, 6-7=•1009, 7-8=0, 6-9=-750 BOTCHORD 2.14=7509, 13.14=1671, 12.13=2870.11.72=1303, 10.17=1177,9-70=647 WEBS 3.14=•888,3-13=1677,4.13=928.4-12=-1610,5.72=351,5-ii=•1,6-11=766,6-10=•950, 7.10=537,7.9=-944 0 0 NOTES t) This wss has been designed for the wind loads generated by 7 70 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline. on an occupancy category I, condition I enclosed building, of tlimensions 73 h by 43 ft with exposure C ASCE 7.93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. d cantilevers exist, they are exposed to wind. If porches exist, they are riot exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide adequate drainage to prevent water ponding. 13) All plates are M20 plates unless otherwise indicated. i a) Provide mechanical connection (by others) of Vuss to bearing plate capable of withstanding 576 Ib uplift at joint 9 and 751 Ib uplift at joint 2. ! 5) This truss has been designed for Doth TPI.85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) Standard ~1 No. CSI DEFL (in) (toc) I/deft PLATES GRtP 7C 0.54 Vert(LL) 0.20 13 >999 M20 249/190 BC 0.59 Vert(TL) -0.31 9-10 >783 WB 0.87 Horz(7L) -0.7 7 9 Na 1st LC LL Min IIdeFl = 240 Weight 126 Ib 2x4 I I ~ OF O R,~P,, .+ -~- 800172 '"»- 5x8= Job Truss Truss Type Oty Pty Richard ThompsornLipinski Residence 9900084 T16 ROOF TRUSS 1 7 TRUE TRUSS INC., JACKSONVILLE FL. 32226 ~ •2-0-0 5-9-4 , 11-0-0 4.0-32 s Jun 9 1998 MiTek Intlustries. Inc. Mon May 17 07:59:05 1999 Page 1 15_g.12 20 9 0 i ~ ~ 2-0.0 5-9-4 5-2-12 r 4-8-12 5-0.4 5x6 = 1 2x4 I I 5x6= 6.00 12 tx4~ W2 1 3 ~ I 0 3x6 ~ I 9 8 7 7x8= 3x4= 6x6 11 11-0-0 20-g_p I 11-0-0 ~ 1 9-9-0 j - -t I LOADING(ps~ SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 ~ Plates Increase 1.25 7C 0.76 Vert(LL) -0.30 2-9 >819 M20 249H90 TCOL 15.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.42 8-9 >580 i BCLL 30.0 Rep SVess Incr YES WB 0.66 Horz(7L) 0.03 7 n/a I BCDL 10.0 I Code SBGSBCCI (Matrix) 1st LC LL Min I/deft = 240 Weight: 1391b LUMBER BRACING I TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-7.15 on center purlin spacing, except end vertcals, 72 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5.0-0 on center bracing. BOT CHORD 2 X 6 SYP SS WEBS 1 Row at midpt 4.8 WEBS 2 X 4 SYP No.3 'Except' i W52X6SYPSS REACTIONS (Ib/size) 7=1520/0-3-0, 2=1691x0-9-4 Max Ho22=590(load case 3} Max Uplift7=-573(load case 3), 2=-749(loatl case 3) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=68, 2.3=•2321, 3-4=-1925, 4.5=-532, 5-6=-532, 6.7=-728 807 CHORD 2-9=2024, 6.9=7600, 7-8=532 WEBS 3.9=-417.4-9=1239,5-8=450.4-8=-1470 NOTES t) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 1 t0 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load. 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7.93 per SBClSBCCI If end verticals exist they are not exposed to wind. N cantilevers exist, they are exposed to wind. It porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 573 Ib uplift at joint 7 and 749 Ib uplift at joint 2. 6) This wss has been designed for both TPI.85 and ANS~ITPI t-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Richard Thompson-Lipinski Residence 9900084 T17 ROOF TRUSS 7 7 ' TRUE TRUSS INC.. JACKSONVILLE Fl,. 32226 4.0-32 5 Jun 9 7998 Mi7ek Industries, Inc. Mon May 77 07:59:12 1999 Page 1 -2-0-0 6-9-4 13.0-0 16-8-12 r 20-9-0 r 2-0-0 6-9-4 6.2-12 3.8-12 4-0-4 5x6 = 2x4 1 5x6 I I 6.00 12 I 3x4 i 2 0 4- - j W3 n 0 3x5 % f0 9 8 7 2x411 7x8= 3x4= 5x6= 6-9-4 13-0-0 20-9-0 t 6-9-4 6-2-12 7-9-0 - -1 -4- LOADING (psf) SPACING 2-0.0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase t.25 TC 0.73 Vert(LL) -0.25 8-9 >973 M20 2491190 TCDL 75.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.38 8.9 >651 ~ BCLL 30.0 Rep Stress Incr YES WB 0.86 Ho2(TL) 0.03 7 n/a BCOL 70.0 Cotle SBCISBCCI (Matrix) 1st LC LL Min I/deft = 240 Weight: 148 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-6-0 on center purlin spacing, except end verticals. T2 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-0.0 on center bracing. BOT CHORD 2 X 6 SYP SS WEBS 1 Row at midpt 6-7, 4-8 WEBS 2 X 4 SYP No.3 'Except' W62X6SYPSS REACTIONS (Ib/size) 7=1520/0-3-0, 2=7691/0.9-4 Max Horz 2=673(load case 3) Max Uplih7=-597(loatl case 3), 2=-725(load case 3) FORCES (Ib) • First Load Case Only TOP CHORD t-2=68, 2-3=•2504, 3-4=-1483, 4-5=-403, 5-6=-405, 6-7=-750 BOT CHORD 2-70=2744, 9-t0=2744, 8.9=t 795. 7.8=405 WEBS 3.70=579,3-9=-1031,4-9=7274,5-8=705,4.8=•7574 I NOTES 1) This Wss has been checked (or unbalanced loading conditions. 1 2) This truss has been designed for the wind loads generated by 710 mph winds at 4a h abo ve ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, t mi from hunitane oceanline, on an occupancy category t, condition I enclosed building, of dimensions 73 h by 43 h with exposure C ASCE 7-93 per SBGSBCCI If end verticals exist they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind . The lumber DOL increase is t 33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) Provide mechanical connectlon (by others) of W ss to bearing plate capable of withstanding 597 Ib uplift at joint 7 and 725 Ib uplift at joint 2. 6) This wss has been designed for both TPI.85 and ANSI/TPI 1.7995 plating criteria. LOAD CASE(S) Standard J I IW~44yy ~~~~ CqR O ~iHC' ~ y ~ `~ r : ~~ H h8 3 ~ ... TE OF :~ ~~ O R 1~P' ~~' s/ON e1_ Job Truss Truss Type C!ry Ply Richard Thompson-Lipinski Residence 9900084 T18 ROOF TRUSS 1 t TRUE TRUSS INC.. JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May t] 07:59:17 1999 Page t ~ 3-9-0 3-9-0 T 5-4-0 + 9-6-0 ~ 1.7-0 4-2-0 ~ 6.00 3x4 = ~ 3x4 11 3x5 = 3 4x4 I T2 i I 2 W1 rf c n 8 3x4 = 3x4 11 6 5 3x4 11 4x5 11 J 5-4-0 5-4-0 9-6-0 4-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRlP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) -0.14 7.8 >785 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.44 Vert(TL) -0.20 7-B >541 BCLL 30.0 Rep SVess Incr YES WB 0.07 Horz(TL) 0.04 5 n/a BCOL 10.0 Code SBC/SBCCI (M1latrix) t st LC LL Min I/deft = 240 Weight: 77 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. Except: 83 2 X 6 SYP SS t Row at midpt 3-7 WEBS 2 X 6 SYP SS 'Except' WEBS 1 Row at midpt 4-5 W 1 2 X 4 SYP No.3, W2 2 X 4 SYP No.2D REACTIONS (Iblsize) 5=684/0.1-8, 8=684!0-1.8 Max Horz 8=150(load case 3} Max Uplitt5=•331(loatl case 3), 8=-146(load case 3) ~1 FORCES pb) • First Load Case Oniy TOP CHORD 1-2=•339, 2-3=-228, 3-4=•153, 4-5=-337, 1-8=-442 807 CHORD 7.8=68, 6-7=-44, 3-7=-2. 5-6=153 WEBS t-7=214 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 110 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.D psf bottom chord tlead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 h by 43 ft with exposure C ASCE 7.93 per SBClSBCCI Ii end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to w ind. The lumber DOL increase is 1.33, and the plate grip increase is 7.33 3) Provide adequate drainage to prevent water ponding. 4) Alf plates are M20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5, 8. 6) Prov;de mechanical connection {by others) of truss to bearing plate capable of withstanding 331 Ib uplift at joint 5 and 146 Ib uplift at joint 8. 7) This truss has been designed for both TPI.85 and ANSI/TPI 1-1995 plating criteria. ~ LOAD CASE(S) Standard ttutamwr~ ~''':~ r ~ r _ ~ . ,.. No. SQ3, ~'~ ~p Job Truss Truss Type Oty Ply Richard Thompson-Lipinski Residence 9900064 T19 ROOF TRUSS 1 1 TRUE TRUSS INC.. JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 07:59:22 1999 Page t ~ 5-4-0 5•~,0 8-9-0 _9-6-0 5-4-0 0-5-0 3-0-0 0-9-0 I 3x4 = 6.00 t2 3x511 3x6= 3x5 v~ m LOADING (psf) SPACING 2-0-0 CSI OEFL (in) (tdc) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.18 8 >592 M20 249/190 TCOL 15.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.22 B-9 >490 BCLL 30.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.04 6 n!a BCDL 10.0 Code SBCISBCCI (Matrix) 1st LC LL Min Ildefl = 240 Weight: 87 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X a SYP No.2D'Except' BOT CHORD Rigid ceiling directly applied or 6-0.0 on center bracing. 83 2 X 6 SYP SS WEBS 1 Row at midpt 5-6 WEBS 2 X 4 SYP No.2D'Except' W22X4SYPNO3,W12X6SYPSS REACTIONS (Iblsize) 9=689/0-t-8, 6=691!0-t•8 Max Horz 9=224(load case 3) Max Uplift9=-100(load case 4), 6=-385(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD t-2=-332, 2-3=-95, 3-i=-ta0, a-5=-271, 1.9=-4a0, 5-6=-330 BOT CHORD 8-9=80, 7-8=-58, 2.8=5, 6.7=t 38 WEBS 1.8=172 NOTES 1) This truss has been checked for unbalanced loading conditions. j 2) This truss has been designed for the wind loads generated by t 10 mph winds at 44 ft above ground level, using 70.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 73 ft by 43 tt with exposure C ASCE 7-93 per SBCISBCCI If end verticals exist they are not exposed to wind. ff cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. ~ 4) All plates are M20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9, 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withsanding 100 Ib uplift at joint 9 and 385 Ib uplift at joint 6 7) This Wss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard ~. C~ sYtFl( 11TE OF O Ripe 3x4 I I 7 6 3x4= 4x511 3x4 II ~ S-4-0 i 9-6-0 5-4-0 4-2-0 Jab Truss Truss Type Qty Ply Richard Thompson-Lipinski Residence - 19900084 T20 ROOF TRUSS 1 2 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1996 Mi7ek Industries, Inc. Mon May 17 07:59:27 1999 Page 1 2-4-6 ~ 5-0-0 B-2-0 11-4-0 ~ 14-3-4 ~ 17-6-0 i 2-4-6 2-7-10 3-2-0 3-2-0 2-1t-4 3-2-12 5x3= ) 2 3 8 ~ 5-0-0 r. 8-2-0 ~ 11-4-0 14-3-4 ~ 17.6-0 2.3-8 2-8-8 3-2-0 3-2-0 2-tt-4 3-2.12 LOADING (psf) TCLL 20.0 TCOL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumbar Increase 1.25 Rep SVess Incr NO Code SBC/SBCCI CSI TC 0.64 BC 0.80 WB 0.34 (Matrix) DEFL (in) floc) I/deft Vert(LL) 0.28 2.13 >738 Vert(TL) -0.27 2.13 >769 Hotz(TL) -0.t6 8 n/a 1st LC LL Min Ildefl = 240 PLATES GRIP M20 2491190 Weight: 182 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP SS 'Except' TOP CHORD Sheathed or 6-0-0 on center punin spacing, except end verticals. T2 2 X 4 SYP No 2D BOT CHORD Rigid ceiling directly applied or 8-8-t4 on center bracing. BOT CHORD 2 X 4 SYP No 2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=1189!0-3-0, 8=1167/0-3-0 Maz Horz t=210(load case 3) Max Upliftl=-707(load case 3), 8=-853(IOad case 3) FORCES (Ib) • First Load Case Only TOP CHORD 1-2=-448. 2.3=-3439, 3-4=-3246, 4-5=-3243. 5.14=-3035, 6.14=-3035, 6.15=•36. 7-15=-36, 7-8=•160 BOT CHORD 2-13=3298, 13.16=3381, 12.16=3381, 12-17=3212, 17-18=3214, 11-18=3216, 1 0-f 1=64, 5-11=-223, 10-19=221, 9-19=221, 9.20=1145, 8-20=1145 WEBS 3-t3=859, 3.12=-153, 4.12=•96, 5.12=39, 9•t 1=1006, 6-t t=2101, 6-9=-340, 6-8 =-1441 4~ NOTES 1) 2-ply Wss to be connected together with 0.131"x3" Nails as follows: Top chords connected with 2 row(s) at 0.9-0 on center. Bottom chortls connected with 1 row(s) at 0-9-0 on center. Webs connected as follows: 2 X 4 - 7 row(s) at 0.9-0 on center. 2) This truss has been designed for the wind loads generated by t 70 mph winds at 44 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline. on an occupancy category i. condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind If porches exist, they are not exposed to wind. The lumber DOL increase is 7.33, and the plate grip increasers 7.33 13) Except as shown below, special connection(s) required to support concenVated loatl(s). Design of connection(s) is delegated to the building designer. i a) Provide adequate drainage to prevent water ponding 5) All plates are M20 plates unless otherwise indicated. 6) Bearing at joint(s) t considers parallel to grain value using ANSI/TPI t-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 707 Ib uphf! atjo;nt 1 and 853 Ib uplift atjoint 8. 8) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 1) Regular Lumber Increase=t 25, Plate Increase=1,25 Uniform Loads (plf} Vert: 1-2=•90.0, 2-3=•70.0, 3.4=•70.0, 4.5=-70.0, 5-14=-70.0, 6.14=-70.0, 6-t5=-70.0, 7.15=-70.0, 2.13=-20.0, 13-16=•20.0, 72-70""=•20.0, t2-t7=-20.0. 17.18=-20.0, t 1.78=-20.0, 10.19=•2D 0. 9-t9=•20.0, 9-20=-20.0. 8.20=-20.0 Concentrated Loads (Ib) Vert: 7=-58 8=•28 t3=•520 is=•58 15=-58 a6=-9 t7=•9 78=•9 79=-28 20=-29 V. ' V "* ~'~ STATE OF :~ ~~ O R i~p. s/nN e~_ E~ 1 x4 13x4 = 3x8 = 2x4 11 2x411 3x4 = 3x4 = Job Truss Truss Type Qry Ply Richard Thompson-Lipinski Residence 9900084 T21 ROOF TRUSS 1 1 eee ~i:TuL InA„efrine Ins Mnn xAn.. 17 n7~F0~4ri 1000 Fanw 1 TRUE TRUSS INC.. JACKSOIVVIU.t r~. seem - -- - -- -4- 7_ - 1 -4- 1 1 - 2 4 6 4-7-10 4-4.0 0.1-12 4-0-4 2-0-0 5x8= 5x5= 3x4 = n 0 N O Q ~ 3 8 7-0-0 9.4-0 11-4-0 ~ 17-6-0 2-3-8 4-8-8 2.4-0 2-0-0 6-2-0 ~ LOADING (psf) SPACING 2.0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.43 2-10 >486 M20 249!190 1 TCDL 15.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.42 2.10 >489 BCLL 0.0 Rep SVess Incr YES WB 0.23 Horz(TL) -0.20 7 n/a BCDL 10.0 ~ Cotle SBC/SBCCI (Matrix) 1st LC LL Min I/deft = 240 Weight: 921b LUMBER TOP CHORD 2 X 4 SYP No.2D'Except' Tt 2 X 6 SYP SS 80T CHORD 2 X 4 SYP No.2D `fNEBS 2 X 4 SYP No.3'Except' W7 2 X 4 SYP No.2D REACTIONS (lb/size) 1=775x0-3-0, 7=775/0-3-0 I Max Horz 1=239(load case 3) - Max Uplifts=-434(load case 4), 7=-467(load case 4) ~ FORCES Qb) -First Load Case Only TOP CHORD 1-2=-289, 2.3=•1558, 3-4=-1287, 4.5=-894. 5-6=-48. 6-7=-50 ~ 80T CHORD 2-70=1435, 9.10=1451, 8-9=948, 7.0=377 WEBS 3.10=273. 3-9=-244, 4-9=652. 4-8=-730, 5-8=678, 5-7=-752 BRACING TOP CHORD Sheathed or 4.9-15 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-8 on center bracing. NOTES t) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 110 mph winds at 4a ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load. 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 ft with exposure C ASCE 7.93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Alt plates are M20 plates unless otherwise indicated. 5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1.1995 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 withsanding 434 Ib uplift at joint 1 and 467 Ib uplift at joint 7. 7) This truss has been designed for both TPI.85 and ANSI/TPI 1.1995 plating criteria. LOAD CASE(S) Standard V. /V :*. "~ STATE OF 6.00 ~]2- 3x 4 = 5x8 = Job Truss Truss Type Dry Ply Richard Thompson-Lipinski Residence 9900084 722 ROOF TRUSS 1 1 TRUE TRUSS INC.. JACK SONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 07:59:42 7999 Pa ge t -4' 1 - 1 - I 2.4-6 6-7-10 2-4-0 0-1-12 2-0-4 4-0-0 j 5x6= I I 3x4= 5x5= I 6.00 12 I i W 2xa I I i 6 ~ 5 ~ W1 o I 4X6 N 9 o 5x5= _'$'9----- .. - 8 6.00 5x8= 3x4= i i 2-3-8 ~ 9-4-0 11-4-0 17 6 0 i 2-3-8 7-0-8 2-0.0 6-2-0 I - .. ~ - -- -- - -- -- -- LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deB PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.60 2-9 >344 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.60 29 >343 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) -0.25 7 n!a BCDL 10.0 Code SBClSBCG (Matrix) 1st LC LL Min I/deb = 240 Weight: 98 Ib LUMBER TOP CHORD 2 X 4 SYP No.2D 'Except' T1 2 X 6 SYP SS BOT CHORD 2 X a SYP No.2D WEBS 2 X a SYP No.3'Except' W6 2 X 4 SYP NO 2D WEDGE Left: 2 X 6 SYP SS BRACING TOP CHORD Sheathed or 4-8-6 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-6 on center bracing. REACTIONS (Ib/size) 1=775/0.3-0, 7=775!0-3-0 Max Horz 1=265(load case 3) Max URliftt=-434(load case 4), 7=-467(load case 4) FORCES (Ib) -First Load Case Onty TOP CHORD 1.2=-269, 2-3=-1265, 3-4=•1122. 4.5=-648, 5-6=-123, 6-7=-159 BOT CHORD 2-9=1 t26, 8-9=737. 7-8=521 WEBS 3-9=-210, 4-9=898, 4-8=-568. 5-8=295, 5.7=•717 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This Wss has been designed for the wind loads generated by 110 mph winds at as ft above ground level, using 10,0 psf top chord dead load and 5.0 psf bottom chord dead load. 1 mi from hurticane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by a3 ft with exposure C ASCE 7.93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. a) All plates are M20 plates unless otherwise indicated. S) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable o/ withstanding 434 Ib uplift at joint 1 and 467 Ib uplift at joint 7. 7) This Voss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job p Truss Truss Type Oty Ply Richard Thompson-Lipinski Residence - 9900084 T23 ROOF TRUSS 1 1 ,- TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 5 Jun 9 7998 IvliTek Industries. Inc. Mon May 17 07:59:x8 1999 Page 1 2-4-6 , 6-7.12 ~ 11-0-0 1T6 0 17-6-0 r 2•q_g 4-3-6 ~ 4-4-4 0-6.0 6-0-0 5x5= 4 6.00 7 2 2x4 \\ W 4x4 1 5 W4 W3 ~ ~Q o _ N 4x5= f c ° SzS= " 7 6.00 ~- 5x8 = 2x4 I I 2-3-8 ~ 9-4-0 11-4-0 17-6-0 ~ 2-3-8 7-0-8 ~ 2-0-0 6-2-0 LOADING(pst) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.42 2.8 >490 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.45 2-8 >460 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.20 6 n/a BCDL 10.0 Coda SBC/SBCCI (Matrix) 1st LC LL Min I/deFl = 2x0 Weight: 96Ib LUMBER BRACING TOP CHORD 2 X 6 SYP SS 'Except' TOP CHORD Sheathed or 4-6-0 on center purlin spacing, except end verticals. T2 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-9-3 on center bracing. BOT CHORD 2 X a SYP No.2D WEBS 2 X a SYP No 3 'Except' I I WS2X4SYPNO2D ! 1 REACTIONS (Iblsize) 1=77510.3-0, 6=77510.3-0 Max Horz 1=293(load case 3) Max Uplifts=-434(load case 4), 6=-467(load case 4) FORCES (Ib) • First Load Case Only TOP CHORD 1.2=-289, 2.3=-1613, 3.4=•1178, 4-5=-742, 5-6=-706 BOT CHORD 2.8=t545. 7-8=680, 6.7=99 I WEBS 3-8=•714, 4.8=982, 5.7=52x, a-7=-478 NOTES 1) This truss has been checked for unbalancetl loading conditions. 2) This truss has been designed for the wind loads genereted by 110 mph winds at 44 tt above ground level, using 10.0 psf top chord dead toad and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 7 3 ft by 43 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist they are not exposed to wind. tf cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wintl. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M20 plates uNess otherwise indicated a) Bearing at joint(s) 1 considers parallel to grain value using ANSIlTPI t-1995 angle to grain formula, Building designer should verify capacity of bearing surface. ' 5) Provide mechanical connection (by others] of truss to bearing plate capable cf withstanding 434 Ib uplift atjoint 1 and x67 Ib uplift atjoint 6. i 6) Thrs truss has been designed for both TPI.65 and ANSI/TPI 1.1995 plating cr,teria. LOAD CASE(S) Standard I ~~. CAQ9~ ~~' No. OF :~ . ~`' ~ 0P' ~' _ O R 1 •. ~`rs~ONAI~~ _ - Jreb ~ Truss Truss Type QH Ply Richard Thompson-Lipinski Residence 9900084 T24 ROOF TRUSS 1 1 ~ TRUE TRUSS INC.. JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Mon May 17 07:59:53 1999 Page 1 3-1-12 ~ 9-2-4 ' 11-5.12 ~ 17-6-0 ~ r 3-1-t2 6-0-8 2-3-8 6-0-4 3x4= 3x4= 1x411 3x4= 3x4= 2 W4 W W6 I i 9 i i )o 8 0 5x8= ~ Sz5 = ' 10 7 2x4113x4= 6.0012 5x8= 2x411 1-0~ 3-0-0 ~ 9-4-0 ~ 11-4-0 i 17-6-0 i ) 1-0-0 2-0-0 6-4-0 2-0-0 6-2-0 • - ~ -4 - - 1 ~ - - - LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deR PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) 0.04 8-9 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.07 8-9 >999 BCLL 0 0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.02 6 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/dell = 240 Weight: 126 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6.0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No 2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 11=774!0-3-0, 6=774;0-3-0 f Max Uplihl 1=-450(load case 2), 6=•450(load case 2) FORCES (!b) • First Load Case Only j TOP CHORD 1.11=•762. 1-2=-452. 2.3=•768, 3-4=-768, 4.5=-587, 5-6=-708 80T CHORD 10.11=2.9-10=2t, 8.9=471, 7-8=635, 6-7=36 WEBS 1-9=846. 2-9=-607, 2.8=372. 3-8=-279, 4-8=443, 4.7=-693, 5-7=750 I NOTES 1) This truss has been designed for the wind Toads generated by f 10 mph winds at 44 h abo ve ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from h~mcane I oceanline, on an occupancy category I, condition I enclosed building, of dimensions 73 ft by 43 h with exposure C ASCE 7-93 per SBClSBCCI If end verticals exist, they are not er.posed tc hind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind i . The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) Provide mecnanicat connection (by others) of truss to bearing plate capable of withstanding 450 Ib uplift at joint 11 and 450 Ib uplift at joint 6. 5) This truss has been designed for both TPI-BS and ANSI/TPI 1.1995 plating criteria. LOAD CASE(S) Standard +~ I I I ttW~Mtllpir,_ V. ~AHR ~~1.•..... ~C t ~R~q'•• 9 .• ~'G .48 O .. ..• .,~c~Q:: • :: •- G` ~ sS~nN... ~„,.p CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD -ATLANTIC BEACH, FL 32233 -TEL: 247-5826 -FAX: 247-5877 PERMIT tNFORilAAT10N LOCATION fNFORMATION Permit Number: 18419 Address: 2223 ALICIA LANE Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 46 Proposed Use: SINGLE FAMILY Lot(s):13 Block: Section: Square Feet: Subdivision: TIFFANY BY THE SEA Est. Value: 530,000.00 Parcel Number: LOT 13 Improv. Cost: 530,000.00 QWNER NFORMATION Date Issued: 6/24/1999 Name: LIPINSKI, JOHN Total Fees: 3,071.08 Address: 1015 ATLANTIC BLVD # 158 Amount Paid: 3,071.08 - ATLANTIC BEACH, FL 32233 Date Paid: 6/24/1999 - Phone: 000 000=0000 _- Work Desc: CONSTRUCT NEW HOME PER PLANS -RADON-2050 - SCHG - .08- -~ ~, CONTRACr?Efl'R S ~ . APP ` CA• : FEES RICHARD THOMPSON CONTRACTORS PERMIT 2,595.00 WATER METERiTAP 85.00 .~ ~ RADON GAS-H.R.S: 9.74 k RADON CAB 5% 0.51 S~CAPITAL IMPROVE. 325.00 S~CROSS CONNECTION 35.00 '~-CONST.SURCHARGE 18.75 .~ CHARGE/ATL.BCH: 2.08 ,_ ; .-~ ~n ection s~ R uilred'A FOOTING _ SLAB COVER UP FRAMING FINAL BUILDING CERTIF/OCCUPANCY INSULATION LINTEL TIE BEAM NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MU5T BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS.INHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ~ Operator: CHERYLE ~ , 3 81 Receipt: L 38 98 7 t ATLANTIC BEACH UILDIN PT. To aI F'ay~ent _- - BUILDING AND ZONING INSPECTION D1VIS10 CITY OF ATLANTIC BEACH ATLANTIC BV.CH. FLOR)DA 31239 APPL.ICATiON FOR MECHANICAL. PERMIT ems in sections I, II, III, and IV. p{ete all i t m Applicant to co IMPORTANT - ). may Street Addnn: r~~~°J / ~ l ~ ~ ' ~`~"t-'L ~~~ " LOC/-T)ON OF Inbrueflnq StnaN: Batwun And eu) LO)NG Seb•diritien !!. IDENTIF ICATION - To be complete d by all applicants . In eonsideretion of permit given for doing the work et described in the above statement ws hereby agree to perform said work in eeeordsnee ificetions which ere s pert hereof and in accordance will, the City of Jacksonville ordinsncet end standards d l d ans an tpec p with the attache of good.prectice listed therein. New ~'~ : s /+/ljrjr'N to (~ Contractors ,. / ~ h.,~ ~ ~ 5'~U C~8 Cee .. .r Nen Mel ~ ~ ~ Styr et r ~ J a ~ 111. Z °~ ar A' = o °c_' m m ~ W U ~ 1 BEING DONE ON , `. ~ ~ ~ 'axiLa T ~ ~ ~ m ~ ~ ~ c ~ ~ ~F CONSTRUCTION U U O O y (~ _ O O ' Z d C7 C IV Z' U O Z ° m _ o)O= ~ vi U ~ ~ ^ Commercial !C ~ E V li d ¢ 1°- in t ~ ~~ Z ¢ a iL p~ W t t O d ^ LJ ^ o letlnq eyetam i ~ ~ Z LL ° ~ W Jo eyltam prevlouely intstelled) O ~ ro Q ~ N ~ ? ? sn to exl9linp ayatem ~- 7 i o Cj W oE ~ O N c -1 W ~Fii ~ ~ W _ Q w ~' t ibit o~icE usrF Dear ~ ~. p ~ d ~r I ¢ U~ {R.e.w.+i W ~ ~ V Z ~ ~ 1 O omc U t1 m ~ ~ , -- \ $ ^O^ ¢° ~ ° m ~ p~! ct7be12jY A~~ ~ ' _ N y p p O O m Q m E~ 3~ ~~ d y o w w ~ l'-¢ O Z m ti¢ ~ g C c I~ATiNG • FURNACESr HOILER$r FIREPLACES NatmDar Vd4 ~~P~O° s 7i[o0d Muetthee ![t-nutt-oturae TANKS Naau 7low war ~ ~c.~w wanta~ (1~T'U) Ser)al No. ~L t~b1~ t~f;l~'~ y CALL•IN NUMBER Ff20hi THCN•F'SCiN CUSTOhI H01`1=a PF101~ M0. ~ 994 247 9242 .jun. 94 1999 02: 10P1.1 P3 ~ MIN. kEY.UR~I PHONE # a~G -a 3?~ NOTICE OF COM2v1ENC8MENT TO WHOM TT MAY CONCERN: ~ THE UNDERSIGNED HEREEY INFORMS YOU THAT IMPROVEMENT'S WILL BE [vIADE TO CERTATN REAL PROPERTY, AND iN ACCORAANCE WITH SBCTION 71:1.13 OF THE FLORIDA STATUES, THE FOLLOWING INFORMATION 1S STATED IN THIS NOTIC>c OF COMMENCEMENT. TFi1S NOTICE StIALL EE L'.FFEC'I'1VE FOR A PER10D OP TWELVE (12) MONTH$ FROM U aTE OF RECORDING. N AESC.ELIP'I'IONOFPROPERTY: ~~ l3 TiFFaNy 8v Ti~IE ~A N ACCORDING TO PLAT TIiEREOF AS R.~EC,O•.R'DED IN PLAT BOOK PAGE OF 'r'+ THE CURRENT PUBLIC RECORDS OF w r ~L ~~~111'r~ ~ F(,pRRjA,, l ~ GENERAL DESCRIPTION OF IMPROVEMENT; NSW ->c4p Yy-Sa G'pf3'ST~.GTI D !V N OWNER'S ADDRESS: `1~^ ~~ LI Pr 1`15iL{ 0+ 0 ~ CONTRACT'OR4 • ' ~ .'` R I.GµA2~ -rE4ov~ PSorJ 1 i'} 1 'gE Q,C_,4L P w p NAME OF PERSON WITHIN Tlik' STATJE OF IFLORiAA AESIGNAT'E,D Bx OWNER UPON WY301vI NOTICES OR O'I'IIER AOCIJIv~NTS MAX BE SERVED; WA l% f' . '~~ COUNTY OF T.» V /h l~ ~. ~. • THE QRf.GOING INSTRUMENT WAS ACKNOWLEDGED BE ORE THIS ~~ DAY . OF F. ~1 V~ , 1995 PY ~tG41~1kR.U Tt;d'ri1 ~DC~-l.) 1.\~I l~~lt,l W1I0 IS BERSONAi.I.Y KNOWN TO MIE OR WiiO HAS PRESENTED A DRIVERS LICENSE AS IDENTII'ICATION. ~V~ . NO S' P UC ~~ : 9325 Rg: 1523 Doc# 99151353 Filed ~ Recorded 06/18/9 10:48:34 A. M. HENRY W. COOK CLERK CIRCUIT COURT DUVAL'COUNTY, FL REC. f 6.00 ~~~..~ ~•y4 3o Ann Ruggiero ,k *My Commisslal CC794998 3?~~~~' Expires December 8, 2002 IN ADDITION TO OWNER AND CONSTRUCTION LENDER, THE FOLLOWiNO PERSON SHALL RECEIVE A COPY OF THE LIENOR'S NOTICE; N/A Jun-2B-'99 O4:04P Safa Mansaur~ "~_ ____ U ~i~~.~ rune Zs, ~ Mr. George Worley and Ms. Pat Harris City of Atlantic Beach 80D Seminole Road Atlantic Beach, Florida 3?233 Dear Mr. Georgc Worley and l4ls. Pat Harris: This letter is to acknowledge that tl~e impact fees for lot I3 and 2 t at Tiffany By The Sca have been paid. ± ~ Sincerely, ~ ~; -- ;. f. SpO~Mlls R~~~/~/~ t~ JUN 2 9 X999 B~~Y of Atlantic Beach Building and Zoning Palau Bad Dovt • 11000 Beach Blvd. - Jaclalsnvllle. Fi. ~15t4B • I9t141841-Zg03 CR CQ8??019 ~" ~ -,•, , •,~~ Mftl.l ftd . ~~aM m e aa7-5Ft4S PAGE:1 ~-~ : ~.~Y c: ; ty Jun-28-99 04:O4P Safa Ma»saur~ ----_ ____ P_O1 C: ~ ~ June 28, i 999 Mr. George Worley and Ms- Pat Harris City of Atlantic Beach 800 Seminate Read Atlantic Beach, F)orida 32233 Dear Mr. George Worley and Ms. Pat Harris= This letter is to actcnawledge that the impact fees for lot t3 and 21 at Tiffany By The Sea t+ave been paid. _ ? Sincerely, .. ~. ~ '~~--r___--~. S~M/ls R~~ t~ JUN 2 g 1999 C1ty of Atlantic Beach Building and Zoning Pelk:wn Hn~ DeMClapnaeni • 11000 Brxcb Blvd. • JiclawnvWe. FL 3ZZ46 • (904) &iZ-Z803 CR CdB??o18 'UN-28-1999 MON ~4:26Ph1 ID:247-5845 Ptjr_~ . , CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 -Fax: 247-5877 PLUMBING PERMIT PERiNtT-t1rtFl~tMATtC3N~ .: LOC ; ION IINFORMATION Permit Number: 18810 Address: 2223 ALICIA LANE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Ctass of Work: NEW Township: Range: Book: 46 Proposed Use: SINGLE FAMILY Lot(s):13 Block: Section: Square Feet: Subdivision: TIFFANY BY THE SEA Est. Value: 530,000.00 Parcel Number: LOT 13 Improv. Cost: OWNER.IN:FORMATION . Date Issued: 9/08/1999 Name: LIPINSKI, JOHN Total Fees: 109.50 Address: 1015 ATLANTIC BLVD # 158 Amount Paid: 109.50 ATLANTIC BEACH, FL 32233 Date Paid: 9/08/1999 Phone: 000 000-0000 Work Desc: INSTALL PLUMBING IN N EW HOM E _ COI~ItFtA` ~ ~ -1~~5 ~~'~: ~ »; - ~ , . , _ _ ._ ~ ..: ~ Al!~ .FEES - B & G PLUMBING PERMIT 109.50 ~. 1. ction s~~ . rsd-: .' t.:.::; ... UNDER SLAB PLUMBING TOPOUT SEWER FINAL NOTICE -INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date: ~/®3/99 8! Receipto®088s2Z3 A NTIC BEAC BUIL G DEPT. eeieee 33F88 e32~ieae • CITY OC ATI..~~,N`rTC BEACH .'.~.. ~ APPLICATION FOR PT,UMP~ING PERMIT ., ~„ <JOa. LocATION : 2223 ALrc rA ~LA~NF 1 ~ ti;~r, i~OWNER' OF PROPERTY r :PLUMBING CONTRACTOR BdrG' PC~n~4wt~ ~"° ~~ s . • "~,~`' <;'>~w;xsCONTRACTOR` S ADDRESS: f3997 Q~•cl~ ,BL/~ ,•STATE LICENSE NUMBER: cFGa22.593 TELEPHONE: Z2~3' 3585 HOW MANX OF THE FOLLOWING C'IX'I'URES INSTALLED ~~ i ~ sx'Nxs _._ `~ sxowERs L LAVATORY• _ ~ WATER HEATERS I BATH .'T'UBS ,~______DISHWASHERS .. ^.. URINALS _-- ~ DISPOSALS S CLOSETS ~ WASHING MACHINE Z FLOOR DRAINS ___. SHOWER PANS i, _: -. O'1'rtER_1 ~.~~ Sirv S ,Z .. Lqu~pa.~ $l~llGS 'TOTAL FxXTU,RES : .27 ~ ~~'~~;• ' ~' ~MYNIMUM PERMIT FEE ~ ;?_S . 00 .`.~~SIGNATURE OF OWNER: ;,~'`>,~. SIGNATURE OF CONTR}t ,.~:~"_ r: ~~ h~~ r r . ~. r . . r .-. ~. . . .~ . . r . ~ ~. -.. .~ - -. ... . ~. .~ .- - ~. .- -. .-. . . ... . .- . -. . . - - ~. - ~ ~.. .~ •INSTALLATION OF •PLUMBING. AND FIY.`i'URES MUST IIE IN ACCORDANCE WITH THE.-MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. ';CALL- A DAY AHEAD TO SCHEDULE INS':'ECTiOP{S - (90h) 217-5826 . -: y ; -SEWER CONNECTIONS MUST IIL•: CALL1"~t) l.NTO )?UIILIC WORKS FOR ITySPECTION PRIOR TO COVERING UP - (90~) ?.h"1-58;1 .i: r ~~ ~ ~ ;.~ ~ •' •~ ``~A ,, ~~. '•yr'~. ARCHITECT/ENGIPTEER3 CERTIFICATION COASTAL Cols°-'~sCTZGZL C nw' L+~sa ~.L. t~mR STBiICTU'FirS TO HL LOCAT•...D WITHIN CITT OF JITLArTTIC HHACH, lZORIDA APP:,LCANT'S NA-KE ~-OU~iS C?~lbYiG~-- _P~:CNE NC.?~o~~~13`'~ Ce~-':E r"-~~Z?~~ oWrtER VAr!r R. E . T~:c Nc . T:PE OF PRC~ECT: ~~aw Home ( )Residential Addition i ~Gazaga ~ ~Pcci ~1Ve~d Ccm¢tterc:al ( ) Commercial Addition ( ) OTHEP. 911 S'"REE': aORccg; ( ) we claim the structure to be exempt as follows: ( ) Garage w::h no provision :or occupancy - detac::ed sae and two :am±ly only ( ) Pier, Occ!c, atc. ( ) OL!1C= (~pCCify) a134 CCLtify taat nC St_uCture ;fisted dbOV~! ttlBV be _s.~'cde_sd C~ CC[!VL'=tad =C a zon-exempt use w_~hcut being upgraded to ~ fsl:.y camc:~ •~::~~' t a ordiaarta. S.cred: Cate: CERTIFICATION '.;:.s certi..es t::a_ c :e plans and scec===cations sub»:.=sd a; d sea_sd by the uaders=fired mes: a.. criteria ses for=:: by t::e C? ty c= at-a::.=: °-eac:: Caasta: Cc^struc~icr. Crde. Rcc: cover_aq is exempt fr:;m the 2:C :scc rs~~:__:ae.^.ts cf t!:e .':CasT.a~ CDT.'.iLr3ICt~^.n C :de, but matt al. the OL::e: rL~^..L'.t.C!JlCrt3 v'i tae City C. ,~-tla :..c 3eac:: 3u:_di::c Ccde. (~ 'Ihe str:::.:•~.e i^tLidinq Laurdat:.or., f=ame, roof deck:nY, ~eta~cr was and -.Dots ::as ce°n designed for wild ?cads of ? :.0 ~::, ~+.=:: a_:. desigr. c:.mg_y:^g w.t:: .:^.e 19 , ChaQter 3io06, Statda_d 3Li?d:: g .:.de. ---y----------------------------------------------------------------•----------:- 9ii ;lows, doors a.*.d all cri=er e:tterior dev_ces ccmziy w...`. t::e ' _.' suc ~r;.:c _ :oaa. (, /~1LSa nub (~--'"tie st.ic.ura .s located octside .!:e-area of-acted by wave-`.o=tes O? - The stn~c:•ura :.s cacable of wit::s:.ardi:.g wa=rs `.;r-ss -es~___~7 -,ota a wa*rs ores;. :~e` ~~: ~• '-et above ~!SL :rc:~sd'_-- ,.:~~ "- `-~-es. L II~. r •.~ Mr--r rV-V w (~ ':ae sLi.iV w\:r4 ~3-lecatad In CSC Zone A and ,.::e r-L~ ~atran des:g~ CdS carii~er-d less:ale expesura to water and eras_~r., ~R t i. T:~e st: sctu=a is located is 'IA Zone X and t::e !ourdat=:r. w± ? i .^.ct to exposed tc hyd_tdynamic, hydrostat:c loads cr water scacr, CR ) ?ourdaticn desicr. has bean ccmple~ted wita tlocr a:e7ac:or. above ::le speci=fied s::llwater eie=ration, and to :as=st •~ra-ra, ::ydredti•::am:._, hydrostatic and wind loads acting simultaneously x::h dead loads. Eras:.or. . comcutat_crs for the foundatier, design l=ave taker. intt actcurt e::e projected 30-year erosion losses from a 100 year storm e~reZt•and all vertical and lateral erasion including scour cause ~y the strLCtural components. ------------------------------------------------------------------------------ ( ) No excavacicr. of dunes is included in this projec=, oR (yJ~ Oune exca7ation cermit is attached. . Cer-'.:ified this Z'lk~ day of_ _~YIGLn~.--___, 19gq y ~(SEAL) -r__---___-_ r '-'y___ __y' ,.r. Florida Architect's License No. eratessional E.zginesr's License No. 3Ay1 LOUIS J. GABRIEL, P.E. 9610 BROKEN OAR BLVD. JACKSONVILLE FLORIDA 32257 5 / 27 /1999 Re:-Wind Loading Requirements For The New Lipinski Residence Located On Lot #13 Tiffany By The Sea, Atlantic Beach, F1. Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 1997-SBC for wind speeds of 110 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 1997-SBC as long as sheet #6 thru #10 of the architectural drawings .are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that I have knowledge of subsurface soil condition report thus, all footings are designed as shallow footings bearing on soil that possesses a maximum allowable bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report, then I shall be notified and possible footing design revisions -may have to be implemented prior to commencing work, f) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceiling joists of any shear forces acting normal to their longitudinal axis. Please let me know, if further help is needed. sinter Louis J. abriel, P.E. "WIND FORCES STRUCTURAL ANALYSIS FOR THE NEW RESIDENCE LOCATED ON LOT #13 TIFFANY BY THE SEA ATLANTIC BEACH, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR 110 MPH WIND SPEEDS AS OUTLINED BY SECTION 1606 OF THE 1997-STANDARD BUILDING CODE" PREPARED BY:-LOUIS GABRIEL, P.E. DATE:- MAY , 1999 ~ti~ 5 /~~ Q Y I °~. ~ Li~~sY.~' 12es ~ ~ Sheet 1~,~ ~ ~. u ~ c~ n~.t.J '!~S i ~ G ~ ~n-+. 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GENERAL CONTRACTORS 1171 BEACH BOULEVARD JACKSONVILLE ,FLORIDA 32250 PH. 904-246-0375 FX. 904-247-9242 5/10/99 DEAR DON FORD, WE ARE THE CONTRACTOR OF THE LIPINSKI RESIDENCE, LOT 13 TIFFANY BY THE SEA, OCEANFRONT. I HAVE FORWARDED A COPY OF THE PLANS AND THE LETTER FROM FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION TO YOUR OFFICE FOR YOUR REVIEW PRIOR TO PERMITTING. WE ARE IN THE PROCESS OF ENERGY CALCULATIONS, TRUSS ENGINEERING, STRUCTURAL ENGINEERING AND ALL OF THE NORMAL REQUIREMENTS FOR CONSTRUCTION. 1. ARE THERE ANY OTHER DOCUMENTS YOU MAY REQUIltE OUT OF THE ORDINARY? ESPECIALLY D.E.P. OR D.N.R 2. THERE ARE NO TREES ON THE LOT, WILL YOU STILL REQUIRE A TREE BOARD RULING? 3. PLEASE FAX ANY INFORMATION THAT MAY HELP ME EXPEDITE THE PERMITTING PROCESS. THANK YOU, RICHARD THOMPSON THOMP~QN GUSTQM HOME ~!~ --~ /c~ ~~~ °.~~.. ~~ X47 92A2 PHQhiE HU' Sun ~' y 5 w L .oi~wr~ PA~E:2 .., n~ -rg45 ~~ {; ~.S ~ ' Sl~eeF" 1 of $ 3~ - ~ _ _ ------------ , --~ _- - 1 , 'Zjd4loC _.~. ? ~~_e.. 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L :+>~` ~ 1) "' i ~ •'p" 1 b-8 ~_; 4-'$ ', ~f-li6k RE-~~an,(~•:zz.) ~ 24'o.G. ~ ~TT 1 ' ~ =P~~: . 3EE s->~vCTUIZC:L. ~EThtL.S L• -_ -:~~_4~ __1 a ,. ~.. }' '. ~Y °URICTVZ:f.I... ~lSCilty C-EQ. .,~ .. +Z,~.K '1 11(.l•1T .IE 1.,. ~{ A'1t. ,,'1/J'CL R.E-L~-AGC C~.E'1NFOIZC.E E~11 .. , p~n[~.a3CMtu !-,j t ~ MdSoN2`L oPL`NNlhY~6 .; _~ f~~-1 ~ ~?,a ;:,, ..CvP+NEP, coNOrriort~...:.. _ G c, a N ~ F, ~ -o-~ P. P• l,. ~- h~• ~, Y .. .:: ..... . - "~- .. . ._ .. .moo .. .. .._ .. .. ..- ..... 1 I '.t y ...._.., _. ~~~ . CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION ~ ~a ~~ ~} ~ F3 u + ~ n ~2-~ fl-~ All applications must be received b~ 5 P M on the MONDAY prior to the scheduled meeting in order to be placed on the agenda for consideration INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. APPLICANT NAME ADDRESS TELEPHONE ~. ~~~ z ~ ~ ~~ ? ~ 2. ADDRESS O LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: RRCH TNQ'p!~,gF~ OJS'q'1 +~GA'Nl'~ 1 PFD h1Q. ~ ~ 2x" Zia rte,. ~ l'1+9~ ~^: LQFM P3 Tq WFT4M rr tr(,f, 1`Ip'tICE OY< C'WaL~tBNCi~N7 il0' LrNIISltSrCrZti71D Y irat-C~s YOU 'r'f~AT rt~OVEI~NTS w~i, >~ asAOa rG CE1;.TAiAi 1lE~GL 7~R0~ , A!Yp tN ,~CCORIaA,NCE W1rFi $8,C'TIOhT 11~.19 QF ~ ~,axi~A Srr'ATT.];'S~ '1"!1'8 l~OC,LO 1~'1~pRMAT[ON ld 3TATaD iN 'I'PIId NO'~'IC! q1 CWIt1Kt9fC>kNllHT, THI h'~7''TC8 SJ~lA[L 8E !al'1:GTlYE !OR A PBR~OD OP '!'~VBL'J8 (12} ~ADM1id'''110M ~ATir OF .t)BAikG• bnsclu~xCN ot!!M1P Y: L6~ l3 77~FAtiy B ~E SER z~?-3 t~L~~<,o ~ ,,1,g ~,~tx-ltaa~o ~r~o t~.wr z e ~ i~cowatr 11~ rl..~-r 8oox, r~-as ;,,,,,.._, of Tea cu>~rsrrr xat.rc axt~ 0~ r'~ w. +c~Mln ~-L alescwnsux ow`~~s ww~ss; co~-tgACrc~a ~A~ a~;~ou w~ uartatd asp O'~7~oERnQc trr ~-ncrrrrou ro owe R$CtiV! A C4vY 01- 7711 GOt•~7'itA~"TOfI -r'fio•v, oso,~ 1a~~c ~~a ~ STATE oo~ t'I.ORIDA 1R>i*~1ZC4~,~'~+ ~x ow~t1ER N vv~lalti~ I~rTS NQAY sR ~tV,'6q: N, ~ GQr'YS'rRtiCTrnM L6h4't1~, TFiIE FgLLOWtNa'Pi1~SQN SHALL 'OR'3 Np'RC6; 1~r/A ~ Pt.01l~A pr T~ laoRRC~GUva assn d~ >,~ W~ ~Y 1 ~8i~'SmnGA270h'. ~`'""'~, Jo Ann Ruggiero "-"' * *Mf- ~xraaaalon CC7g4g88 ~RNT w~ >~~v 8Y ,FWD ~ _ - A~ OR 9Vfr0~?fNll1~1lEd8NClt? A WtL4'8A8 LJC~NSB AS '~1.b M i~'et.~c 3 CITY OF ~t.PCuctie ~eac~ - `3G~ida. DATE ~ ~S= ~ ~ JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: . ~.~~ Final Inspections on the following locations have been completed and approved: PERMIT NO. / ~'~ Q ~ 300 SE~IINOLE ROAD ATI_ANTiC 6EACH. FLORIDA 33333-~ad5 TELEPHONE (9Ud) 3-{7-5300 F,~X f90~1 217-53(?5 SUNCOM 352-5300 ~d~o Please call me at 904-247-5826 if you have any questions. Vv/~~w, ADDRESS ~ . ATl.ANT1C BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 -Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18499 ~ Address: 2221 ALICIA LANE TP01 Permit Type: ELECTRICAL ~ ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE I`I Township: Range: Book: Proposed Use: SINGLE FAMILY 1 Lot(s): Block: Section: Square Feet: f Subdivision: TIFFANY BY THE SEA Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 7/14/1999 Name: LIPINSKI, JOHN Tota! Fees: 25.00 Address: 1015 ATLANTIC BLVD # 158 Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 7/14/1999 Phone: 000 000-0000 Work Desc: CS#6 50AMPS 1 PH 3W 240V -TEM PORARY POLE CONTRAC.'hOa S c'' ~-= ~~~, -- = •= ` ... _ °' ~~' ~~ APPLIGATiON FEES ADVANCED ELECTRICAL CONTRACTOR I PERMIT 25.00 i i i :., .,. _ ~~.~:~ , s~eotions..Regufred .._ ~ _ i FINAL ELECTRIC T i NOTICE - fNSPECTICNS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN'PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ~ Date: 7/14/99 81 tieceipte8813715E1 G 88198893821898 12b2 ATLANTI BEACH BUIL G DEPT. CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION I+OR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:~___. _ _L___-~ 19~ IMPORTANT NOTICE: ~~~y IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, 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 ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. .~y~_ `~79~ . ~~~y~~d ~r~: ~~~~ ELECTRICAL FIRM: ~/ MASTER ELECTRICIAN SIGNIATU/IRE 1 NAME _ `~ ~ 1 ~Idsl ~?.~ l /? ~j*~l ~ L~:1 t RF~a BOX _ ~~0.~_ADDRESS:' BLDG. SIZE RES. (~ APT. ( ) COMM. ( ) PUBLIC ( ) INC TEMP. (~ SIGNS ( ) BETWEEN: S. ( ) NEW l ~ OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) SERVICE: NEW (~ [_AN1111f_Tf1R C17F ~~ SO. FT. INCREASE ( 1 REPAIR ( ) FEE AMPC .~/S C(~PPFR ( 1 01 IlM ! 1 SWITCH OR BREAKER 5 o AMPS PH W Z~C~OLT ACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT & M. V. FIXED p•100 AMPS. OVER APPLIANCES BELL TRANSF. AIR CONDITIONING H.P. RATING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CEIL HEAT: KW-HEAT MOTORS 0-1 H.P. VOLTAGE PHS NO. OVER 111.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVcR 60U V. ~ ,~„~ . .ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.2 The higher the score, the more efficient the home. 1. New wnstntction or existing 2. Single family or multi-family 3. Number of units, ifmulti-family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Glass area & type a. Clear -single pane b. Clear -double pane c. Tint/other SC/SHGC -single pane d. Tint/other SC/SHGC -double pane 8. Floor types a. Slab-On-Grade Edga Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Light Weight - Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. Under Attic c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. Sup: Unc. Ret: Unc. AH: Interior LIPINSKI RESIDENCE, , , , New _ 12. Cooling systems Single family _ a. Central Unit 1 _ 4 _ b. Central Unit Yes _ 4165 fl c. N/A 0.0 82 _ 13. Heating systems 841.8 ft2 _ a. Electric Heat Pump 0.0 ft _ 0.0 fi b. Electric Heat Pump R=19.0, 1751.082 _ 14. Hot water systems - a. Electric Resistance R=25.0, 3609.2 ft2 _ R=11.0, 477.0 ft2 b. N/A _ c. Conservation credits (HR-Heat recovery, Solar _ DHP-Dedicated heat pump) R=30.0, 1090.0 ft2 i 15. HVAC credits R=30.0, 1028.0 ft2 (CF-Ceiling fan, CV-Cross ventilation, HF-Whole house fan, PT-Programmable Thermostat, Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, Sup. R=6.0, 1.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) Cap: 36.0 kBtu/hr SEER: 12.00 Cap: 36.0 kBtu/hr „_ SEER: 12.00 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 based on installed Code compliant features. Bttilder Signature: Address of New Home: Date: City/FL Zip: Cap: 36.0 kBtu/hr HSPF:8.00 Cap: 36.0 k$tu/hr _ HSPF:8.00 Cap: 66.0 gallons _ EF: 0.88 ly~ ~„~ ~~ - TTY -~,m ~~D WE *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar designation), your home may qualify,for energy e,~'iciency mortgage (EFM) incentives ijyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hot/ine at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu 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. EnergyGauge® (Version: FLRCNA-200) FCc~1V~ 600A-97 Code Compliance Checklist Residential Whole Building Performance Method A -Details I ADDRESS: , , , PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area .5 cfm/s .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 ~ toplbottom 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 to late. 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 rimeter netrations 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 erimeter at enetrations 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 s ace tested, Mufti-sto Houses 606.1.ABC.1.2.5 Air barrier on rimeter of floor ca ' between floors. Addftionai Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. sA-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 6.12. Switch or clearly marked circuit breaker electric or cutoff as must be rovided. External or built-in heat tra r aired. Swimming Pools 8 Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commerciat pools must have a pump timer. Gas spa 8 pool heaters must have a minimum thermal efficienc of 76%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 allons r minute at t30 PSIG. Air Distribution Systems 610.1 Ali 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 Se ante readi accessible manual or automatic thermostat for each s tem. Insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R~ both sides. Common ceiling & floors R-11. EnergyGaugeT"' DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 F1~RM 600A-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A -Details ADDRESS: , , , PERMIT #: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit =Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 66.0 0.86 4 1.00 2746.00 1.00 10984.0 As-Built Total: 10984.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 23051.1 13435.4 10984.0 47470.5 1$977.7 9538.9 10984.0 39500.6 PASS EnergyGaugeTM DCA Form 600A97 EnergyGauge@~/FIaRES'97 FLRCNA-Z00 FARM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: , , , PERMIT #: BASE AS-BUILT WALL TYPES Area X BWPM =Points Type R-Value Area X WPM = Points Adajcent 477.0 3.6 1717.2 Concrete, Lt Wt Int Insul, Exterior 25.0 3609.2 1.37 4849.8 Exterior 3609.2 3.70 13354.0 Frame, Wood, Adjacent 11.0 477.0 3.60 1717.2 Base Total: 4086.2 15071.2 As-Built Total: 4086.2 6667.0 DOOR TYPES Area XBWPM =Points Type Area X WPM = Points Adjacent 20.0 11.50 230.0 Adjacent Insulated 20.0 8.00 160.0 Exterior 0.0 0.00 0.0 Base Total: 20.0 230.0 As-Built Total: 20.0 160.0 CEILING TYPESArea X BWPM =Points Type R-Value Area X WPM = Points Under Attic 2060.0 1.20 2460.0 Under Attic 30.0 1090.0 1.20 1308.0 Under Attic 30.0 1028.0 1.20 1233.6 Base Total: 2050.0 2460,0 As-Built Total: 2118.0 2541.6 FLOOR TYPES Area XBWPM =Points Type R-Value Area X WPM = Points Slab 96.0(p) 8.9 854.4 Slab-On-Grade Edge Insulation 0.0 96.0(p) 18.80 1804.8 Raised 1751.0 0.96 1681.0 Raised Wood, Adjacent 19.0 1751.0 2.20 ~ 3852.2 Base Total: 2535.4 As-Built Total: 5657.0 INFILTRATION Area XBWPM =Points Area X WPM = Points 4166.0 -0.59 -2457.3 4165.0 -0.59 -2457.3 Winter Base Points: 25159.9 Winter As-Built Points: 21795.5 Total Winter X System - Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 21796.5 0.500 1.027 0.426 1,000 4769.5 21795.5 0.500 1.027 0.426 1.000 4769.5 25159.9 0.5340 13435.4 21795.5 1.00 1.027 0.426 1.000 9538.9 EnergyGaugeT" DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 F JRA~I 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS:,,, PERMIT #: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM =Points Overhang Floor Area -- Type/SC Omt Len Hgt Area X WPM X WOF = Points .18 4165.0 9.76 7320.7 Double, Clear S 1.3 7.0 6.0 4.03 1.04 25.3 Double, Clear SW 3.0 9.0 15.0 7.17 1.11 119.7 Double, Clear SW 3.0 5.0 12.0 7.17 1.32 113.9 Double, Clear S 19.0 11.0 18.0 4.03 3.45 250.1 Double, Clear S 19.0 3.0 3.0 4.03 3.66 44.3 Double, Clear S 1.3 5.0 6.0 4.03 1.14 27.5 Double, Clear S 1.3 5,0 4.0 4.03 1.14 18.3 Double, Clear SE 1.3 5,0 6.0 5.33 1.11 35.5 Double, Clear SW 1.3 8.0 18.0 7,17 1.02 131.7 Double, Clear SW 1.3 8.0 11.0 7,17 1.02 80.5 Double, Clear W 8.0 9.0 84.0 10.77 1.15 1044.2 Double, Clear SW 3.0 18.0 15.0 7.17 1.02 109.8 Double, Clear W 1.3 18.0 60.0 10,77 1.00 646.6 Double, Clear SW 1.3 8.0 36.0 7.i7 1.02 263.5 Double, Clear W 1.3 8.0 72.0 10.77 1.01 781.2 Double, Clear W 1.3 8.0 50.0 10.77 1.01 542.5 Double, Clear W 1.3 5.0 6.0 10.77 1.03 ,66.3 Double, Clear E 4.0 12.0 24.0 9.09 1.06 231.4 Double, Clear E 4.0 4.0 10.0 9.09 1.29 116.9 Double, Clear E 4.0 12.0 16,0 9.09 1.06 154.3 Double, Clear E 1.3 16.0 9,0 9.09 1.01 82.2 Double, Clear E 1.3 26.0 50.0 9.09 1.00 456.0 Double, Clear E 1.3 26.0 36.0 9.09 1,00 328.3 Double, Clear NW 1.3 18.0 15.0 14.03 1,00 210.3 Double, Clear E 14.0 5.0 15.0 9.09 1,51 205.5 Double, Clear E 1.3 7.0 9.0 9.09 1,02 83.5 Double, Clear E 5.0 9.0 36.0 9.09 1.14 373.3 Double, Clear E 5.0 7.0 42.0 9.09 1.20 457.9 Double, Clear NW 1.3 8.0 11.0 14.03 1.00 154.3 Double, Clear E 1.3 5.0 6.0 9.09 1.04 56.7 Double, Clear N 1.3 19.0 9.0 14.30 1.00 128.7 Double, Clear N 1.3 16.0 9.0 14.30 1.00 128.7 Double, Clear N 1.3 3.0 9.0 14.30 1.01 129.7 Double, Clear N 1.3 9.0 9.0 14.30 1.00 128.8 Double, Clear N 1.3 17.0 38.8 14.30 1.00 554.9 Double, Clear N 1.3 7.0 36.0 14.30 1.00 515.4 Double, Clear N 1.3 7.0 30.0 14.30 1.00 429.5 As-Built Total: 841.8 9227.2 EnergyGauge® DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FARM 600A-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: , , , PERMIT #: BASE AS-BUILT WALL TYPES Area X BSPM =Points Type R-Value Area X SPM = Points Adajcent 477.0 0.7 33;1.9 Concrete, Lt Wt Int Insul, Exterior 25.0 3609.2 0.11 412.5 Exterior 3609.2 1.70 6135.6 Frame, Wood, Adjacent 11.0 477.0 0.70 333.9 Base Total: 4086.2 6469.5 As-Built Total: 4086.2 746.4 DOOR TYPES Area XBSPM =Points Type Area X SPM = Points Adjacent 20.0 2.40 48.0 Adjacent Insulated 20.0 1.60 32.0 Exterior OA ~ 0,00 0.0 Base Total: 20.0 48.0 As-Built Total: 20.0 32.0 CEILING TYPES Area XBSPM =Points Type R-Value Area X SPM = Points Under Attic 2060.0 0,60 1230.0 Under Attic 30.0 1090.0 0.60 654.0 Under Attic 30.0 1028.0 0.60 616.8 Base Total: 2050.0 1230.0 As-Built Total: 2118.0 1270.8 FLOOR TYPES Area XBSPM =Points Type R-Value Area X SPM = Points Slab 96.0(p) 37.0 -3652.0 Slab-On-Grade Edge Insulation 0.0 96.0(p) -41.20 ~395G.2 Raised 1751.0 3.99 -6966.5 Raised Wood, Adjacent 19.0 1751.0 0.40 700.4 Base Total: -10538.5 As-Built Total: ~2rs4.8 INFILTRATION Area XBSPM =Points Area X SPM = Points 4165.0 10.21 42524.6 4165.0 10.21 42524.6 Summer Base Points: 64514.8 Summer As-Built Points: 66041.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points sso41.2 osoo 1.010 o.2a4 1.00o s4sas 66041.2 0.500 1.010 0.284 1.000 9488.9 64514.8 0.3573 23051.1 66041.2 1.00 1.010 0.284 1.000 18977.7 EnergyGauge*'" DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 F_DFtM 600A-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A -Details I ADDRESS: , , , PERMIT #: ~ BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM =Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 4165.0 33.05 24781.1 Double, Clear S 1.3 7.0 6.0 34.50 0.92 190.4 Double, Clear SW 3.0 9.0 15.0 38.46 0.80 464.4 Double, Clear SW 3.0 5.0 12.0 38.46 0.61 283.6 Double, Clear S 19.0 11.0 18.0 34.50 0.46 284.6 Double, Clear S 19.0 3.0 3.0 34.50 0.43 44.7 Double, Clear S 1.3 5.0 6.0 34.50 0.84 173.5 Double, Clear S f .3 5.0 4.0 34.50 0.84 115.7 Double, Clear SE 1.3 5.0 6.0 40.86 0.87 212.5 Double, Clear SW 1.3 8.0 18.0 38.46 0.96 666.7 Double, Clear SW 1.3 8.0 11.0 38.46 0.96 407.4 _._.. Double, Clear W 8.0 9.0 84.0 36.99 0.56 1730.5 Double, Clear SW 3.0 18.0 15.0 38.46 0.96 565.5 Double, Clear W 1.3 18.0 60.0 36.99 1.00 2211.5 Double, Clear SW 1.3 8.0 36.0 38.46 0.96 1333.3 Double, Clear W 1.3 8.0 72.0 36.99 0.97 2584.0 Double, Clear W 1.3 8.0 50.0 36.99 0.97 1794.5 Double, Clear W 1.3 5.0 6.0 36.99 0.90 200.0 Double, Clear E 4.0 12.0 24.0 40.22 0.85 818.6 Double, Clear E 4.0 4.0 10.0 40.22 0.52 208.3 Double, Clear E 4.0 12.0 16.0 40.22 0.85 545.8 Double, Clear E 1.3 16.0 9.0 40.22 1.00 360.4 Double, Clear E 1.3 26.0 50.0 40.22 1.00 2005.7 Double, Clear E 1.3 26.0 36.0 40.22 1.00 1444.1 Double, Clear NW 1.3 18.0 15.0 25.46 1.00 381.0 Double, Clear E 14.0 5.0 15.0 40.22 0.36 215.3 Double, Clear E 1.3 7.0 9.0 40.22 0.96 345.9 Double, Clear E 5.0 9.0 36.0 40.22 0.69 999.4 Double, Clear E 5.0 7.0 42.0 40.22 0.61 1025.4 Double, Clear NW 1.3 8.0 11.0 25.46 0.97 272.8 Double, Clear E 1.3 5.0 6.0 40.22 0.90 217.4 • Double, Clear N 1.3 19.0 9.0 19.22 1.00 172.3 Double, Clear N 1.3 16.0 9.0 19.22 1.00 172.1 Double, Clear N 1.3 3.0 9.0 19.22 0.85 147.4 Double, Clear N 1.3 9.0 9.0 19.22 0.98 169.9 Double, Clear N 1.3 17.0 38.8 19.22 1.00 742.3 Double, Clea- N 1.3 7.0 36.0 19.22 0.97 668.3 Double, Clear N 1.3 7.0 30.0 19.22 0.97 566.9 • As-Built Total: 841.8 24722.2 EnergyGauge® DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 BUILDING INPUT SUMMARY REPORT Title: THOM4165 Famtty Type: Single Address Type: Street Address ~ Owner: LIPINSKI RESIDENCE New/Existing: New Lot #: N/A W # of Units: 1 Bedrooms: 4 Subdivision; N/A Builder Name: RICHARD T HOMPSON Conditioned Area: 4165 Platbook: N/A O ~ Climate: North Total Stories: 3 Street: (blank) 0. Permit Office: (blank) Worst Case: Yes County: (blank) Jurisdiction #: (blank) Rotate Angle: (blank) City, St, Zip: , , (n # Floor Type R-Val ArealPerlmeter Unfts ~ # Door Type Orientation Area Units 1 Slab-0n-Grade Edge Insulation 0.0 96.0(p) ft z ~ 1 Insulated Adjacent 20.0 ft2 1 0 2 Raiaed Wood -Adjacent 19.0 1751.Oft 1 Q ~ J fl Q # Ceiling Type R-Val Area Base Area Unfts ~ # System Type Efficiency Capacity Z 1 Under Attic 30.0 1090.0 ft' 1090.0 R' 1 z 1 Central Unit SEER: 12.00 36.0 Id3tu/hr ..I 2 Under Attic 30.0 1028.0 ft= 960.0 ftz 1 ...I 2 Central Unit SEER: 12.00 36.0 Id3tu/hr W O O V # Wall Type Location R-Val Area Units Credft Multipliers: None ~ 1 Lt Wt Conc/Int Insul Exterior 25.0 3609.2 ftz 1 # System Type Efficiency Capacity J 2 Frame -Wood Adjacent 11.0 477.0 ftz 1 (' .J z 1 Electric Heat Pump COP: 8.00 36.0 kBtu/hr Q 2 Electric Heat Pump COP: 8.00 36.0 kBtumr ~ ~ Q ( ~ _ Credft Muftlpliers: None # Panes Tint Ornt Area OH Length OH Hght Unft 1 Double Clear W 36.0 ftz 2 1.0 ft 26.0 ft 1 (/~ uu~~pp yy # LocBtfon Location Loocation er p R Vally p y Lei~$th 2 Double Clear E 30.0 ft 1.0 ft 18.0 ft 2 i~ 1 Uncond. Uncond. Garage 6.0 1 0 ft 3 Double Ckar E 25.0 ftz 1.0 ft 8.0 ft 2 (.~ 2 Uncond. Uncond. Interior 6 0 . 1 0 ft 4 Double Clear W 25.0 ft= 1.0 ft 26.0 ft 2 ~ . . 5 Double Clear W 24.0 ftz 4.0 ft 12.0 ft f Q 6 Double Clear E 21.0 ftz 8.0 ft 9.0 ft 4 7 Double Clear W 21.0 ft= 5.0 ft 7.0 ft 2 8 Double Clear -- S 19.4 ft2 1.0 ft 17.0 ft 2 (~ # System Type EF Cap. Conservation Type Con. EF 9 Double Clear N 18.0 ft2 19.0 ft 11.0 ft 1 W 1 Electric Resistance 0.88 66.0 None 0.00 10 Double Clear NE 18.0 R' f .0 ft 8.0 ft f ~-- 11 Double Clear NE 18.0 Rz 1.0 ft 8.0 ft 2 Q 12 Double Clear E 18.0 ftz 1.0 ft 8.0 ft 4 3' f 3 Double Clear W 18.0 ftz 5.0 ft 9.0 ft 2 14 Double Clear NE 15.0 ftz 3.0 ft 9.0 ft 1 N 15 Double Clear NE 15.0 R' 3.0 ft 18.0 ft 1 # Use DefauttT Annual Operating Cost Electric Rate 16 Double Clear SE 15.0 ft2 1.0 ft 18.0 ft 1 (~ 1 Yea N/A WA O 17 Double Clear W 15.0 ft2 14.0 ft 5.0 ft 1 (l, ~ 18 Double Clear S 15.0 ftz 1.0 ft 7.0 R 2 LI.I Z 19 Double Clear NE 12.0 ft2 3.0 ft 5.0 ft 1 (~ 20 21 Double Clear Double Clear NE SE 11.0 ft2 11.0 ftz 1.0 ft 8.0 ft 1 1.0 ft 8 0 ft 1 22 Double Clear W 10.0 ftz . 4.0 ft 4.0 ft f 23 Double Clear W 9.0 ft~ 1.0 ft 16.0 ft 1 24 Double Clear W 9.0 ftz 1.0 ft 7.0 ft 1 25 Double Clear S 9.0 ftz 1.0 ft 19.0 ft 1 26 Double Clear S 9.0 ftz 1.0 ft 16.0 ft 1 27 Double Clear S 9.0 ftz 1.0 ft 3.0 R 1 28 Double Clear S 9.0 ft= 1.0 ft 9.0 ft 1 29 Double Clear 5 9.0 ft' 1.0 ft 7.0 ft 4 8 Other(s) -45.0 ft' Rater Name: . (blank) Class ~: 3 Pool Slze: 0 V Rater Certification #: (blank) Duct Leakage Type: N/A Pump Size: 0.00 hp N Area Under Fluorescent: 0.0 Visible Duct Disconnects: N/A Dryer Type: Electric ~ Area Under Incandescent: 0.0 Leak Free Duct System Proposed: (blank} Stove Type: Electric HRV/ERV System Present?: Avg Ceq Hgt; EnergyGauge® (Version: FLRCNA-200) ~F(?RM 600A-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Pertormance Method A Project Name: THOM4165 Address: City, State: Owner: LIPINSKI RESIDENCE Climate Zone: North Builder: Permitting Office: Permit Number: Jurisdiction Number: RICHARD THOMPSON 1. New construction or existing New _ 12. Cooling systems 2. Single family ormulti-family Single family _ a. Central Unit Cap: 36.0 kBtu/hr - 3. Number of units, ifmulti-family 1 _ SEER: 12.00 4. Number of Bedrooms 4 _ b. Central Unit _ Cap: 36.0 kBtu/hr _ 5. is this a worst case? Yes _ SEER: 12.00 6. Conditioned floor area (ft2) 4165 ft= c. N/A 7. Glass area & type _ a. Clear -single pane 0.0 ft2 _ 13. Heating systems b. Clear -double pane 841.8 ftz _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SC/SHGC -single pane 0.0 ft2 _ HSPF: 8.00 d. Tint/other SC/SHGC -double pane 0.0 ft2 b. Electric Heat Pump _ Cap: 36.0 kBtu/hr 8. Floor types _ HSPF: 8.00 a. Slab-On-Grade Edge Insulation R=0.0, 96.0(p) ft _ a N/A ~ b. Raised Wood, A@jacent R=I9.0, 1751.Oft2 _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 66.0 gallons a. Concrete, Light Weight - Int Insul, Exterior R=25.0, 3609.2 ft2 _ EF: 0.88 b. Frame, Wood, Adjacent R=11.0, 477.0 ftz _ b. N/A c. N/A _ d. N/A _ c. Conservation credits l e. N/A (HR-Heat recovery, Solar _ 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1090.0 ft2 _ 15. HVAC credits b. Under Attic R=30.0, 1028.0 ftz _ (CF-Ceiling fan, CV-Cross ventilation, _ c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup: Unc, Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. Sup: Unc. Ret: Unc. Ali: Interior Sup. R=6.0, 1.0 ft MZ-C-Multizone cooling, --- MZ-H-Multizone heating) !! I Glass/Floor Area: 0.20 Total as-built points: 39501.00 PASS Total base points: 47471.00 I hereby certify that the p by this calculation ar n co Energy Code. ~ PREPARED DATE: specifications covered ce vyxt~,ttle Florida I hereby certify that this building; as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. r' BUILDING OFFICIAL: c DATE: ~ ~- ~ ~' ~~', ne ~ - ~. c~ ~~ A~ RIGHT-J LOAD AND EQUIPMENT SUMMARY 0 6- 0 2- 9 9 Filename: THOM4165.R5R Zone: Entire House For: LIPINSKI RESIDENCE Phone: Fes; By: RICHARD THOMPSON Phone: Fax: Job #: 4165 5Q . FT . CUSTOM Wthr: Jacksonville AP FL Notes: WINTER DESIGN CONDTITONS Outside db: 32 °F Inside db: 7 0 °F Design TD: 3 8 °F HEATING SUARvIARY Bldg. Heat Loss 5 6 0 7 9 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh Design Heat Load 5 8 0 7 9 Btuh INFILTRATION Method S imp l i f i e d Construction Quality Average Fireplaces 0 HEATING COOLING Area (sq.ft.) 4165 4165 Volume (cu.ft.) 39535 39535 Air ChangeslHour 0.7 0.4 Equivalent CFM 4 62 2 64 HEATING EQUIPMENT SUMMARY SUMMER DESIGN CONDITIONS Outside db: 9 4 °F Inside db: 7 5 °F Design TD: 19 °F Daily Range ~ M Rel. Hum.: 5 0 Grains Water 49 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 6 5 9 0 9 Btuh Ventilation 0 Btuh Design Temp. Swing 3.0 °F Use Mfg. Data n Rate/Swing Mult. 0. 9 9 Total Sens Equip Load 6 5 2 5 0 Btuh LATENT COOLING EQUIl' LOAD SIZING Internal Gains 13 8 0 Btuh Ventilation 0 Btuh Infiltration 8 8 0 0 Btuh Tot Latent Equip Load 1018 0 Btuh Total Equip Load 7 5 4 3 0 Btuh COOLING EQUIPMENT SUMMARY Make n / a Make n / a Trade n/ a Trade n / a n/a n/a n/a Efficiency - - n / a Effrciency n/ a Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 °F Total Cooling 0 Btuh Actual Heating Fan 3525 CFM Actual Cooling Fan 3525 CFM Htg Air Flow Factor 0. 0 61 CFM/Btuh Clg Air Flow Factor 0.0 5 3 CFM/Btuh Space Thermostat Load Sens Heat Ratio 8 7 MANUAL J: 7th Ed. Right-Suite: Ver 4.1.27 S/N RSR20784 Printout certified by ACCA to meet al l requirements of Manual Form J r ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.2 The higher the score, the more efficient the home. 1. New construction or existing' 2. Single family ormulti-family 3. Number of units, ifmulti-family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area Ilt type a. Clear -single pane b. Clear -double pane c. Tint/other SC/SHGC -single pane d. Tint/other SC/SHGC -double pane 8. Floor types a. Slab-On-Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Light Weight - Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. Under Attic c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AII: Garage b. Sup: Unc. Ret: Unc. AH: Interior LIPINSKI New Single family 1 4 Yes 4165 ft 0.0 ft~ 841.8 ft2 0.0 ft2 0.0 ftZ R=19.0, 1751.Oft2 R=25.0, 3609.2 ftz R=11.0, 477.0 ftz R=30.0, 1090.0 ft2 R=30.0, 1028.0 ft2 Sup. R=6.0, 1.0 ft Sup. R=6.0, 1.0 ft RESIDENCE, , , , 12. Cooling systems a. Central Unit b. Central Unit c. N/A _ 13. Heating systems _ a. Electric Heat Pump b. Electric Heat Pump c. N/A 14. Hot water systems a. Electric Resistance b. N/A _ c. Conservation credits (HR-Heat recovery, Solaz _ DHP-Dedicated heat pump) _ 15. HVAC credits (CF-Ceiling fan, CV-Cross ventilation, HF-Whole house fan, PT-Programmable Thermostat, _ RB-Attic radiant bamer, MZ-GMultizone cooling, MZ-H-Multizone heating) Cap: 36.0 kBtu/hr SEER: 12.00 _ Cap: 36.0 kBtu/hr SEER: 12.00 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 based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 36.0 kBtu/hr _ HSPF:8.00 _ Cap: 36.0 kBtu/hr _ HSPF: 8.00 Cap: 66.0 gallons _ EF: 0.88 _ ~y,0~ iI3E 3~,~~~0'~~ lrylr `:i.. ~~ t a ~~ !~ . j~~..'~~ *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar' designation), your home may qualify for energy e,~Sciency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu 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. EnergyGauge® (Version: FLRCNA-200) FuOF~M 600A-97 Code Compliance Checklist Residential Whole Building Performance Method A -Details ADDRESS: , , , 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/ .ft. window area .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606,1.ABC.1.2.1 Caulk, gasket, weatherstrip or seat between: wfndows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterio- wall panels at corners; utility penetrations; between wall panels & toplbottom 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 to late. Floors 606.1.ABC.1.2.2 Penetrationslopenings >1 B" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that Is seated to the erimeter enetrations and seams. Ceilings 666.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffds, 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 rimeter at netrations 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 s ace tested. Mufti-sto Houses 606.1.ABC.1.2.5 Air barrier on erimeter of floor cav' between floors. Additional infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply wlth 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 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be rovided. External or built-in heat tra r wired. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solaz heated). Non-commercial pools must have a pump timer. Gas spa 8 pool heaters must have a minimum thermal effictenc of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 allons r minute at t30 PSTG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, seated, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Se arate readil accessible manual or automatic thermostat for each s stem. Insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R~ both sides. Common ceiling & floors R-11. EnergyGaugeTM' DCA Form 600A-97 EnergyGauge®IFIaRES'97 FLRCNA-200 F~F~II 600A-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A -Details ADDRESS: , , , PERMIT #: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit =Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10964.0 66.0 0.88 4 1.00 2746.00 1.00 10984.0 As-Built Total: 10984.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating ~+ Points Points Hot Water Points = Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 23051.1 13435.4 10984.0 47470.5 18977.7 9538.9 10984.0 39500.6 PASS ~yo4zt>E s ~aT~o.~ ~''°~ v ~. ~_ a rr ~~ ~~~ EnergyGaugeTM DCA Fonn 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 F40RM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: , , , PERMIT #: BASE AS-BUILT WALL TYPES Area X BWPM =Points Type R-Value Area X WPM = Points Adajcent 477.0 3.6 1717.2 Concrete, Lt Wt Int Insul, Exterior 25.0 3609.2 1.37 4949.8 Exterior 3609.2 3.70 13364.0 Frame, Wood, Adjacent 11.0 477.0 3.60 1717.2 Base Total: 4086.2 15071.2 As-Built Total: 4086.2 6667.0 DOOR TYPES Area XBWPM =Points Type Area X WPM = Points Adjacent 20.0 11.50 230.0 Adjacent Insulated ~ 20.0 8.00 160.0 Exterior 0.0 0.00 0.0 Base Total: 20.0 230.0 As-Built Total: 20.0 160.0 CEILING TYPESArea XBWPM =Points Type R-Value Area X WPM = Points Under Attic 2050.0 1.20 2460.0 Under Attic 30.0 1090.0 1.20 1308.0 Under Attic 30.0 1028.0 1.20 1233.6 Base Total: 2050.0 2460.0 As-Built Total: 2118.0 2541.6 FLOOR TYPES Area XBWPM =Points Type R-Value Area X WPM = Points Slab 96.0(p) 8.9 854.4 Slab-On-Grade Edge Insulation 0.0 96.0(p) 18.80 1804.8 Raised 1751.0 0.96 1681.0 Raised Wood, Adjacent 19.0 1751.0 2.20 '3852.2 Base Total: 2535.4 As-Built Total: 5657.0 INFILTRATION Area XBWPM =Points Area X WPM = Points 4165.0 -0.59 -2457.3 4165.0 -0.59 -2457.3 Winter Base Points: 25159.9 Winter As-Built Points: 21795.5 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 21795.5 0.500 1.027 0.426 1.000 4769.5 21796.5 0.500 1.027 0.426 1.000 4769.5 25159.9 0.5340 13435.4 21795.5 1.00 1.027 0.426 1.000 9538.9 EnergyGaugeTM DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 F. DG~M 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: , , , PERMIT #: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM =Points Ovefiang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 4165.0 9.76 7320.7 Double, Clear S 1.3 7.0 6.0 4.03 1.04 25.3 Double, Clear SW 3.0 9.0 15.0 7.17 1.11 119.7 Double, Clear SW 3.0 5.0 12.0 7.17 1.32 113.9 Double, Clear S 19.0 11.0 18.0 4.03 3.45 250.1 Double, Clear S 19.0 3.0 3.0 4.03 3.66 44.3 Double, Clear S 1.3 5.0 6.0 4.03 1.14 27.5 Double, Clear S 1.3 5.0 4.0 4.03 1.14 18.3 Double, Clear SE 1.3 5.0 6.0 5.33 1.11 35.5 Double, Clear SW 1.3 8.0 18.0 7.17 1.02 131.7 Double, Clear SW 1.3 8.0 11.0 7.17 1.02 80.5 Double, Clear W 8.0 9.0 84.0 10.77 1.15 1044.2 Double, Clear SW 3.0 18.0 15.0 7.17 1.02 109.8 Double, Clear W 1.3 18.0 60.0 10.77 1.00 646.6 Double, Clear SW 1.3 8.0 36.0 7.17 1.Q2 263.5 "" Double, Clear W 1.3 8.0 72.0 10.77 1.01 781.2 Double, Clear W 1.3 8.0 50.0 10.77 1.01 542.5 Double, Clear W 1.3 5.0 6.0 10.77 1.03 66.3 Double, Clear E 4.0 12.0 24.0 9.09 1.06 231.4 Double, Clear E 4.0 4.0 10.0 9.09 1.29 116.9 Double, Clear E 4.0 12.0 16.0 9.09 1.06 154.3 Double, Clear E 1.3 16.0 9.0 9.09 1.01 82.2 Double, Clear , E 1.3 26.0 50.0 9.09 1.00 456.0 Double, Clear E 1.3 26.0 36.0 9.09 1.00 328.3 Double, Clear NW 1.3 18.0 15.0 14.03 1.00 210.3 Double, Clear E 14.0 5.0 15.0 9.09 1.51 205.5 Double, Clear E 1.3 7.0 9.0 9.09 1.02 83.5 Double, Clear E 5.0 9.0 36.0 9.09 1.14 373.3 Double, Clear E 5.0 7.0 42.0 9.09 1.20 457.9 Double, Clear NW 1.3 8.0 11.0 14.03 1.00 154.3 Double, Clear E 1.3 5.0 6.0 9.09 1.04 56.7 Double, Clear N 1.3 19.0 9.0 14.30 1.00 128.7 Double, Clear N 1.3 16.0 9.0 14.30 1.00 128.7 Double, Clear N 1.3 3.0 9.0 14.30 1.01 129.7 Double, Clear N 1.3 9.0 9.0 14.30 1.00 128.8 Double, Clear N 1.3 17.0 38.8 14.30 1.00 564.9 Double, Clear N 1.3 7.0 36.0 14.30 1.00 515.4 Double, Clear N 1.3 7.0 30.0 14.30 1.00 429.5 As-Built Total: 841.8 9227.2 EnergyGauge® DCA Form 600A-97 EnergyGauge®/FIaRES'97 FIRCNA-200 FAF~lI 600A-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: , , , PERMIT #: BASE AS-BUILT WALL TYPES Area X BSPM =Points Type R-Value Area X SPM = Points Adajcent 477.0 0.7 333.9 Concrete, Lt Wt Int Insul, Exterior 25.0 3609.2 0.11 412.5 Exterior 3609.2 1.70 6135.6 Frame, Wood, Adjacent 11.0 477.0 0.70 333.9 Base Total: 4086.2 6469.5 As-Built Total: 4088.2 746.4 DOOR TYPES Area XBSPM =Points Type Area X SPM = Points Adjacent 20.0 2.40 48.0 Adjacent Insulated 20.0 1.60 32.0 Exterior 0.0 0.00 0.0 Base Total: 20.0 48.0 As-Built Total: 20.0 32.0 CEILING TYPES Area XBSPM =Points Type R-Value Area X SPM = Points Under Attic 2050.0 0.6'0 1230.0 Under Attic 30.0 1090.0 0.60 654.0 Under Attic 30.0 1028.0 0,60 616.8 Base Total: 2050.0 1230.0 As-Built Total: 2118.0 1270.8 FLOOR TYPES Area XBSPM =Points Type R-Value Area X SPM = Points Slab 96.0(p) 37.0 3552.0 Slab-On-Grade Edge Insulation 0.0 96.0(p) -41.20 3955.2 Raised 1751.0 3.99 -6986.5 Raised Wood, Adjacent 19.0 1751.0 0.40 '700.4 Base Total: -10538.5 As-Built Total: 3254.8 INFILTRATION Area, X--BSPM =Points Area X SPM = Points 4165.0 10.21 42524.6 4165.0 10.21 42524.6 Summer Base Points: 64514.8 Summer As-Built Points: 66041.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points ssoal.2 0.500 1.010 0.284 1.000 94ss.s 66041.2 0.500 1.010 0.284 1.000 9488.9 64514.8 0.3573 23051.1 66041.2 1.00 1.010 0.284 1.000 18977.7 EnergyGaugeTM' DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FG~R6~1600A-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: , , , PERMIT #: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM =Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 4165.0 33.05 24781.1 Double, Clear S 1,3 7.0 6.0 34.50 0.92 190.4 Double, Clear SW 3,0 9.0 15.0 38.46 0.80 464.4 Double, Clear SW 3.0 5.0 12.0 38.46 0.61 283.6 Double, Clear S 19,0 11.0 18.0 34.50 0.46 284.6 Double, Clear S 19.0 3.0 3.0 34.50 0.43 44.7 Double, Clear S 1.3 5.0 6.0 34.50 0.84 173.5 Double, Clear S 1.3 5.0 4.0 34.50 0.84 115.7 Double, Clear SE 1.3 5.0 6.0 40.86 0.87 212.5 Double, Clear SW 1.3 8.0 18.0 38.46 0.96 666.7 Double, Clear SW 1.3 8.0 11.0 38.46 0.96 407.4 Double, Clear W 8.0 9.0 84.0 36.99 0.56 1730.5 Double, Clear SW 3.0 18.0 15.0 38.46 0.96 555.5 Double, Clear W 1.3 18.0 60.0 ,36.99 f .00 2211.5 Double, Clear SW 1.3 8.0 36.0 38.46 0.96 1333.3 Double, Clear W 1.3 8.0 72.4 36.99 0.97 2584.0 Double, Clear W 1.3 8.0 50.0 36.99 0.97 1794.5 Double, Clear W 1.3 5.0 6.0 36.99 0.90 200.0 Double, Clear E 4.0 12.0 24.4 40.22 0.85 818.6 Double, Clear E 4.0 4.0 10.0 40.22 0.52 208.3 Double, Clear E 4.0 12.0 16.0 40.22 0.85 545.8 Double, Clear E 1.3 16.0 9.0 40.22 1.00 360.4 Double, Clear E 1.3 26.0 50.0 40.22 1.00 2005.7 Double, Clear E 1,3 26.0 36.0 40.22 1.40 1444.1 Double, Clear NW f.3 18.0 15.0 25.46 1.00 381.0 Double, Clear E 14.0 5.0 15.0 40.22 0.36 215.3 Double, Clear E 1.3 7.0 9.0 40.22 0.96 345.9 Double, Clear E 5.0 9.0 36.0 40.22 0.69 999.4 Double, Clear E 5.0 7.0 42.0 40.22 0.61 1025.4 Double, Clear NW 1.3 8.0 11.0 25.46 0.97 272.8 Double, Clear E 1.3 5.0 6.0 40.22 0.90 217.4 Double, Clear N 1.3 19.0 9.0 19.22 1.00 172.3 Double, Clear N 1.3 16.0 9.0 19.22 1.00 172.1 Double, Clear N 1.3 3.0 9.0 19.22 0.85 147.4 Double, Clear N 1.3 9.0 9.0 19.22 0.98 16.9.9 Double, Clear N 1.3 17.0 38.8 19.22 1.00 742.3 Double, Clear N 1.3 7.0 36.0 19.22 0.97 668.3 Double, Clear N 1.3 7.0 30.0 19.22 0.97 556.9 As-Built Total: 841.8 24722.2 EnergyGauge® OCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 .. ~ BUILDING INPUT SUMMARY REPORT Title: THOM4t.65 Family Type: Single Address Type: Street Address V Owner: LIPINSKI RESIDENCE New/Existing: New Lot #: N/A W # of Units: 1 Bedrooms: 4 Subdivision: N/A O Bulider Name: RICHARD THOMPSO N Conditioned Area: 4166 Platbook: N/A ~ Climate: North Total Stories: 3 Street: (blank) ~ Permit Office: (blank) Worst Case: Yes County: (blank) Jurisdiction #: (blank) Rotate Angle: (blank) City, St, Zip: , , (/~ # Floor Type R-Val Area/Perimeter Units ~ # Door Type Orientation Area Units 1 Sl b O a - n-Grade Edge Insulatio n 0.0 96.0(p) ft ~ 1 Insulated Adjacent 20.0 R= 1 O 2 Raised Wood - Adjacent 19.0 1751.OR2 1 Q ll Q # Ceiling Type R-Val Area Base Area Units ~ # System Type Efficiency Capacity Z 1 Under Attic 30.0 1090.0 ft= 1090.0 ftz 1 Z 1 Central Unit SEER: 12.00 36.0 Id3tu/hr J 2 Under Attie 30.0 1028.0 ftz 960.0 Rz 1 J 2 Central Unit SEER: 12.00 36.0 k13tu/hr w O O # Wall Type Location R-Val Area Units V Credtt MuRipllers: None ~ 1 Lt Wt Conc/Int Insul Exterior 25.0 3609.2 ftz 1 # System Type Efficiency Capacit I 2 Frame- Wood Adjacent 11.0 477.0 ft2 1 ~ y ... ,,,i Z 1 Electric Heat Pump COP: 8.00 36.0 kBtu/hr Q 2 Electric Heat Pump COP: 8.00 36.0 kBtu/hr ~ = Credtt MuRipllers: None # Panes Tint Ornt Area OH Length OH Hght Untt 1 Double Clear W 36.0 RZ 1.0 R 26.0 ft 1 (n # Suppppl Return Air Handler Lot3t~on Location Location Suppply R-V81 Supply Length 2 Double Clear E 30.0 R= 1.0 ft 18.0 R 2 f" 1 Uncond. Uneond. Garage 6.0 0 ft 1 3 Double Clear E 25.0 ftz 1.0 ft 8.0 R 2 (,~ 2 Uncond. Uneond. Interior 6.0 . 1.0 R 4 Double Clear W 25.0 ft* 1.0 R 26.0 ft 2 ~ 5 Double Clear W 24.0 ft2 4.0 R 12.0 ft 1 Q 6 Double Clear E 21.0 ft= 8.0 ft 9.0 ft 4 7 Double Clear W 21.0 Rz 5.0 ft 7.0 R 2 8 Double Clear S 19.4 ft= 1.0 ft 17.0 ft 2 # System Type EF Cap. Conservation Type Con: EF 9 Double Clear N 18.0 ftz 19.0 ft 11.0 R 1 W 1 EleeMc Resistance 0.88 66.0 None 0.00 10 Doubte Clear NE 18.0 R' 1.0 R 8.0 ft 1 ~ 11 Double Clear NE 18.0 Rz 1.0 R 8.0 ft 2 Q 12 Double Clear E 18.0 ft= 1.0 ft 8.0 ft 4 13 Double Clear W 18.0 ft2 5.0 ft 9.0 R 2 14 Double Clear NE 15.0 ftz 3.0 ft 9.0 ft 1 N 15 Double Clear NE 15.0 ~ 3.0 ft 18.0 ft 1 # Use Default? Annual Operating Cost Electric Rate '~j 16 Double Clear SE 15.0 ft= 1.0 ft 18.0 ft 1 ~ 1 Yes N/A N/A 17 Double Clear W 15.0 ftz 14.0 ft 5.0 ft 1 V„ Q 18 Double Clear S 15.0 ft2 1.0 ft 7.0 R 2 ((~ Z 19 Double Clear NE 12.0 ft= 3.0 ft 5.0 ft 1 20 Double Clear NE 11.0 ftz 1.0 ft 8.0 ft 1 21 Double Clear SE 11 0 R' 1 0 ft 8 0 ft 1 22 Double Clear W . 10.0 ft' . 4.0 R . 4.0 ft 1 23 Double Clear W 9.0 ft' 1.0 R 16.0 R 1 24 Double Clear W 9.0 ftz 1.0 ft 7.0 ft 1 25 Double Clear S 9.0 Rz 1.0 ft 19.0 R 1 26 Double Clear S 9.0 ftZ 1.0 ft 16.0 R 1 27 Double Clear S 9.0 ft= 1.0 ft 3.0 ft 1 28 Double Clear S 9.0 ft' 1.0 ft 9.0 R 1 29 Double Clear S 9.0 ft2 1.0 R 7.0 ft 4 8 Olher(s) - 45.0 ft' Rater Name: (blank) Class #: 3 Pool Size: 0 V Rater Certification #: (blank) Duct Leakage Type: N/A Pump Size: 0.00 hp N_ Area Under Fluorescent: 0.0 Visible Duct Disconnects: N/A Dryer Type: Electric ~ Area Under Incandescent: 0.0 Leak Free Duct System Proposed: (blank) Stove Type: Electric HRV/ERV System Present7: Avg Ceil Hgt: EnergyGauge® (Version: FLRCNA-200) FQf~tddl 600A-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Pertormance Method A Project Name: THOM4165 Address: City, State: Owner: LIPINSfN RESIDENCE Climate Zone: North Builder: RICHARD THOMPSON Permitting Office: Permit Number: Jurisdiction Number: 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, ifmulti-family 1 _ SEER: 12.00 4. Number of Bedrooms 4 _ b. Central Unit Cap: 36.0 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 12.00 _ 6. Conditioned floor area (ft2) 4165 ftz c. N/A _ 7. Glass area & type _ _ a. Clear -single pane 0.0 ftZ _ 13. Heating systems b. Clear -double pane 841.8 ft2 _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SC/SHGC -single pane 0.0 ftz _ HSPF: 8.00 _ d. Tint/other SC/SHGC -double pane 0.0 ftz b. Electric heat Pump Cap: 36.0 kBtu/hr _ 8. Floor types _ HSPF: 8.00 a. Slab-0n-Grade Edge Insulation R=0.0, 96.0(p) ft _ c. N/A _ b. Raised Wood, Adjacent R=19.0, 1751.Oftz _ _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 66.0 gallons _ a. Concrete, Light Weight - Int Insul, Exterior R=25.0, 3609.2 ftz _ EF: 0.88 _ b. Frame, Wood, Adjacent R=11.0, 477.0 ftz _ b. N/A _ c. N/A _ _ d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Salar ' 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R =30.0, 1090.0 ftz _ 15. HVAC credits _ b. Under Attic R°30.0, 1028.0 ftz _ (CF-Ceiling fan, CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. Sup: Unc. Ret: Unc. Ali: Interior Sup. R=6.0, 1.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.20 Total as-built points: 39501.00 PASS Total base points: 47471.00 I hereby certify that the by this calculation ar~ Energy Code. \\\\\\ PREPARED BY: ~ DATE: specifications covered ce with the Florida I hereby certify that this building, as signed, is in compliance with the Florida Energy ode. OWNER/AGENT: i DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. .,... BUILDING OFFICIAL: C~ DATE: ~~ - r ~ a j~c~D WE'i'¢~~ - ~.... EnergyGauge® (Version: FLRCNA-200) 4 ' RIGHT-J LOAD AND EQUIPMENT SiJ1vIlvIARY 0 6- 02 - 9 9 ~. "`' Filename: THOM4165. RSR Zone: Entire House For: LIPINSKI RESIDENCE Phone: Fes: By: RICHARD THOMPSON Phone: Fax: Job #: 4165 SQ . FT . CUSTOM Wthr: Jacksonville AP FL Notes: WINTER DESIGN CONDITIONS Outside db: _ 32 °F Inside db: 7 0 °F Design TD: 3 8 °F HEATING SUMMARY Bldg. Heat Loss 5 8 0 7 9 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh Design Heat Load 5 8 0 7 9 Btuh INFIL TRATION Method Simp lified Construction Quality Average Fireplaces 0 HEATING COOLING Area (sq.ft.) 4165 4165 Volume (cu.ft.) 39535 39535 Air Changes/Hour 0 . 7 0. 4 Equivalent CFM 4 62 2 64 HEATING EQUIPMENT SUMMARY SUMMER DESIGN CONDITIONS Outside db: 9 4 °F Inside db: 7 5 °F Design TD: 19 °F Daily Range ~ M Rel. Hum.: 5 0 Grains Water 49 gt SENSIBLE COOLING EQUIP LOAD SIZING Structure 6 5 9 0 9 Btuh Ventilation 0 Btuh Design Temp. Swing 3.0 °F Use Mfg. Data n Rate/Swing Mult. 0. 9 9 Total Sens Equip Load 65250 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 13 8 0 Btuh Ventilation 0 Btuh Infiltration 8 8 0 0 Btuh Tot Latent Equip Load 1018 0 Btuh Total Equip Load 7 5 4 3 0 Btuh COOLING EQUIPMENT SUMMARY Make n / a Make n / a Trade n / a Trade n / a n/a n/a n/a EtI-iciency n / a EfTiciency n / a Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 °F Total Cooling 0 Btuh Actual Heating Fan 3 5 2 5 CFM Actual Cooling Fan 3 5 2 5 CFM Htg Air Flow Factor 0. 0 61 CFM/Btuh Clg Air Flow Factor 0.053 CFM/Btuh Space Thermostat Load Sens Heat Ratio 8 7 MANUAL J: 7th Ed. Right-Suite: Ver 4.1.2 7 S/N RS R2 0 7 8 4 Printout certified by ACCA to meet all requirements of Manual Form J FROM : THOMPSON CUSTOM HOMES 27 9 TR PHONE N0. ~ 904 247 9242 7A 7A 7 ea 9 Jun. 24 1999 12~38PM P1 -. a•e n~ zs.s 2s.a 28.9 28.7 2s.s 28.9 28.s 28.s 28.8 28.6 28.9 28.7 28.9 28.9 28.8 2$.9 28.6 28.6 28.9 28.7 28.8 28.8 28.8 28.9 26.5 26.8 28.3 26_S 26.2 28.6 28.9 28.6 25 25.1 25.2 26.3 25.5 25.a 25.8 25.6 23 23 23.5 23.5 23.5 23.5 24 23.6 21.2 21.2 21.5 21.a 21.8 21.5 21.9 21.8 17 17.1 17.a 17.7 17.7 17.7 77,3 17,4 14.5 14.6 14.7 14 8 14.9 14.9 14.9 15 i3.2 13.2 13.4 13.8 13.8 13.8 13.$ 14 13 13.2 13.4 73.8 13.8 13.8 13.8 14 ,_ ~ ... ~. rn a AA A2 -IL 14.L ~G.T TOTAL. 2268.4 AVERAGE 21.00 AVERAGE HIGHEST POINT C?F HbMI± FINISH FLOOR AVERAGE HIGHEST POINT OF HOME MEAN HEIC3HT 44' ASL 12' ASL 21.00 -12 ~~ 9.00 44 -9.00 ~~ JUhl-24-1999 THU O1:42PM ID:247-5845 PACE:1 .;.~ ~' `~~~~ 7a~ ~~s~ y ~.~ ,11 ~~5~~ ` fR ~ •~11 .'`•`~ G ~~ ~~ .,.ice. 1 ~.; ,~~~' ~ ~,~~, ~~~~ N ,•+~~1~ ~'~ .. , , v a ~ ': ti .. t'~ :~ ~ ~i ~' ~. ~ .. ~t~~ C~>~P~F ~~~~ '~ ',~~~t ri ~- ~ v "~ yid ~ ~ ~ , ..,~ :.1 t ~ 1~ W ~'~ a ~~ ~ ~ ~ 'rte ~ $ ~ ~~ ~~ ~ .. ,~ ~ ~ ~, . ~ _ ~~,i, ~ ~ . ,, ~,~ .. ~~ ~. .. . i, ' ..~ q ' a` a ~~ ~~ ,q ~ ~ ~~e' `14 x' ~ ~ ,~ ~~ ~ ~~ 1. ~~~ ~~ ~ ~ .~ ,~ ~V° ~~ ~., h,~~r41Y + 'may . ~J+~ ~» ...:~ ,fir rte".-- ' 4, i ~ . •~ ~' .' r , ' ' ~~ ' e . ~ I ,4 ~ `J ' ~ , •,,' ', ~' L ~~~^ } ~ ~~ ~ ~ ~ ~ ~ ~ ~~ .r ~,,, / y • ~Hd .~ LCD G 'DN _ , ~ ~66ti £~ .unf .~ ',~ ~~ 1 ~~~ J' rY.~ ~~'~t `~ ~~ ~~ ~.---~ ~ t~ b ~~~~~~,~ .fir + 2 tS' t+1 ~ C.Y l 1 ~ ~ W~~ 53WQH Wd15nQ NQ5~pN1 FROM THOMPSOha CUSTOM HOMES FROM THOI~'SON CUSTOM NOr1Es 3 ~-tN. ~ETUttN PHC)NE # a~lo ~ 375 PHOFJE t~0. 9p4 247 9242 Jun. 13 1999 10:57Ah•1 Pi t°h~`E NCa. ~G zG7 ~JC'L ,'.fin. 0= :`~ ~dc':14#'rl YJ rroTrcE of coM~xcs~r 'Sb vdwOM Tr MAY CpINCERN M N N rl a N M 0 0 to 'tIB3 i1NDER3iGi~D F~AFSY ItJPOAA~(S YOU Tk~A7 Llvt£'ROVSJ~ffiNt5 WILL $B MARS TO AERTAff3 REAL PRO~'ER7'Y, AVD 1N AOCOItDANCE Wi1'Et S.fiCT10N 71?.1'A OF THE PLOR.Tw Srw7'UP.S, TR£ POII.OWINC 1Nk'ORidAT10N 1S STATI3D Lv TAIS NtOTICt OF COMM6NCEMtN7: 't'Fa1$ ~+iOT[Cl4 Sll'Aldl B8 PPFBCTiVE FAR A PERIQb QF 7'WpI,VS (12) t.~ONTKS FROM DwTE OF R12COkDING. DSSCR1AT10NOPPROPBEtTY: LOT l'3 '1rEF~IJy ~iV T1}E Q£A w ACCORDIISQ TO PLAT TFI$,REOP AS RECORDED ]N PLAT 80('h. . PwG~ OF TF~Ct1RREA'TPIJBt-1CflECORBS~ JPrI. COtIR-T`r A. l GENEAAG OS$CRIp'PZON OF IT+Ip'ROVbA~N7': /JAW ~6 Pn'~ C~f3ST'~CrY70 N awr~•s ADDRSS~: .....-.,.`~Q,r++J ~.~ P~.+JSrL-! ~i5 ~~ ~P..C+s.7r . NEP~ru~, ~~ , ~~ 3 aa-~ip - ,... oornRACTOR • 'RtC.i{A2D ri~oy~nP~eJ .^•~~,~ N vt.~ &~, F~ 3aa. So 13AMP OF Pl'dtSO?t W1TE$d'1'FTS Sfw'i'S OP PLORIAA Df:S1CrNe-.TE~ BY OR~tSA UPON WHOM NOTiCP.S OR OT1B:R DOCS~N7'S MAX ~ 3EAVRp: N1A IN AADITION TO OWaaER AND CCJIdSTRl7CCtON L~3Dpit, THE apU,O?WfNO PERSON SH.ELI. ~~ A ObPY OF THE LifNpA'S NOTICE: NfA f"~25 ~ ~tC~i uQ o ,• .,r . ...' r ~ ~ ~r ,« 'E'fn -: TEST , •• GOIIrG ~tis"rRUn:EN'f W AS ACKNOWLFAGB~D B~aiRE 2~r~ TIES ~~ DAY ^, r-, ..~ Od" ~d V n .1996HY ~tC.4~~D "f~~l'Sl74WSJ J[.''s~w2J,~t~115'~lt.l - , .1K'tE0 I6 PPA50NA3LLY 1KNOwta T'O [rt2 OA WHO HAS PstE3ENTED A DRLVE1lS LICBNSE AS . . -IDEN1'IPICA1tON. 1 BRk: 91523 bocN 9`1153353 Filed 8 Recorded 06/18/99 10:48:34 Q.M. H£NFY W. CfIOK CLERK CIRCUIT COUFT DUVRL COUNTY, FL REC. f 6.00 ~' •°eg 1o Ann Ra~g9iero *.kay Comm~scton CCr9e~8 S~,rNd,' Expfr~ Oecember8.2Q0~ CITY OF ATLANTIC BEACH Fixture Unit WorksheeC for Wate: I~pacc Fee FIXTURE UNITS ARE ESTABLISHED AS THE HEASURE-!ENT OF WnTL:~ DF ~~ND FOR EAC3l iJATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTE'!. THE' SJATER SUP?LY CH.~RGE IS HE:tE3Y FIYED AT T'~EVTy DOLLARS PF.R FIXTURE UNIT CONNECTED TO THE CIi'": WATER SYST«!. ~1 BATHAOOtf GROUP CANSISTINC OF uATER CLOSET. LAVATORY & BATH 2 y p TUE OR SHOVER STALL (5) l WATER CLOSET , T Ah'lC O P °FATED (4) ~~ ~ aATx;valsxok-EA (2) jl SHQVE.R GROUP PEA HE.1D (3) 3 V SHQVESt STALL DON.ESTI C (2 ) LAVAi'QAY (1) uASHI9C !iACHINE (3) 3 D ISHL7ASi~ER (~) y lC I TCIiE't S I;IX (Z } [ITC8E3t SZNx VZZH VAST° GRI2tDER (3} IIIDE'i (~} SERVICE SINK TRAP STaiVD (8) WATEa c:.os~_ VALVE OP ER.;TED (8 ) URZ?lAL WALL LIP (~} FLOOR DRAIV (!) LAUNDRY ': ~;Y (-) Z CO**.B iVA='ZC.`l 5;?iK A:~.^. _ ~~`_' (~ j PO'Z ~ SC:3LLcRY S 1:~K (» 1 WAS'r. S I:IK ° ~C:: SET C c FAUCETS (~) DE:1T1~Z. LAVATORY (i } DE.'Z':AL UNIT CR CUSPIDOR (: ) URINAL STALL , WAS'r.OU" (u FLIISxIIiG II2~ S I2~lC (8 ) URINAL. PTA' ES:AL, SYPHaN .TET aLOWOUZ (z) LAVATORY. 3ARBEA/BEAUTY SBOP (Z) SUSGEOtIS SINK (3 ) v .TACUZZI (Z) CON.BINAT'_ON SINK AND TR.4°. WiTa .L'CCD DISPOS. (4) U DRZNKZ~G FOUN'.AL:I (1 / ~ } p 1 ICE RAKER (L/'_) LAVATORY, SURCECNS (~) l~' URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNZ T S `'y ~• ~ ~ 3 ZQ . 00 EAC:i S 0 / .IOB IRFOR2'.ATION ~- ~ ~ ~ ~` ~. i ~ ~ }~- L-/~t l~ ~~- PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: ~ ~. ,Z ~ ~- t i c i .~t L ~,~E S F OWNER: ~ I ~O/ /~.~ S ~( [ ~ 1. Determine Occupancy Classification of the structure. Select occupancy classification Y2 - ~ which most accurately fits the use of the Building. (Chapter B3) [~ 2. Determine actual physical properties of building. [~" a. Determine building area each floor. (Area definition Chapter B2) [ ~ b. Determine grade elevation for building. (Grade definition Chapter 62) [ ~ c. Determine building height in feet above grade. (Height definition Chapter 62) [~]' d. Determine building height in stories. (Story definition Chapter 62) [ y' e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter B2) [ y' f. Determine percent of exterior openings per floor. [~,]' 3. Determine minimum Type of Construction necessary to accommodate proposed structure. ~'/~°~ _T_~.- (Chapter 66) [-~' a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table 6500) [ ,~ b. Check allowable height and area increases permitted. (Chapter BS) [:~ 4. Check detailed Occupancy requirements. (Chapter B4) [ ~ 5. Check detailed Construction requirements [;X a. Fire Protection of Structural Members (Chapter B6 & Table 8600) [ ~.}' b. Fire Protection Requirements (Chapter 67 and Table B700) (~ c. Means of Egress Requirements (Chapter 610) [ t.]~ d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [~]' 6. Review design as related to standards. (Chapters 616 - 626) [ ~ 7. Check other requirements as necessary. [~ a. Construction projecting into public property (chapter B32) ~`~ [ '~ b. Elevators and conveying systems (Chapter 630) ,c.J ~~. [ ~ c. Sprinklers, standpipes and alarm systems (Chapter B9) ,~,,,¢ [ .~ d. Use of combustible materials on the interior (Chapter B8) [+~j' e. Roofs and roof structures (Chapter 615) [ ~ f. Light, ventilation and sanitation (Chapter 612) [ ] g. Other Date CITY OF ATLANTIC BEACH BUILDING DEPARTMENT By: d-- Don C. Ford, Building Offi al ._ don/sb.1 FRAM TNOMPSl7N CUSTOM HOMES ?RGeP#"~tT7~ L~BCRIPTIOiP Lot A (.TJ e1vCk A__,, Section qubdiv~sloets _71 e:Fs~i by -rhEs Cts~t gams ~~ 2 3 AL (C (rnr ~, p1 os Jrdd:ass . lit in a TI,OOD Flood 8efsas: area oossssplat• tt~1I~1G ZpFiC~tUl~TIO~R_, Soni:sq props siod DistrieC: Vela: Esstctystiors 4R' Vazianoas Crrant~d: ONi1~it ~l1G~TI~ Vre~pasty owner • ~¢ ~n~ ~ p/ ~u5 Kr Maikinq AddrosrC /o r ~ ,q- cram-,kL_,~,;, CQ'~'TR~CTGR ITIOIP Contravtee:_~ Mtiiligq AddsCSSs CTATC :.tcsNae tr0: ~ s~lIR~IX CE~tTItY THAW • I HAV st TRtJL 1WD COR1ttCT, ALL PRO~-'ilxC • A2LL at COMlL1tiA MI'Y'!t, if1R6TFIZR W1 f;ttsutd~ s~o axv~ Ac]TS~s~RITY ~o vzvt~ 1tCTLLS, 1lLGUL1-'PtONa. ORDZNAl1C6s. COW:TRACTION OR THE 1!RlOR~O-3VCE I44LIPlt~Ci 01' T~~ PZ1lhQT I! CQN'l~Nl ZN11' TRi fLANs AND BtlptoseTZrlo~ D0R" owa~r aigsa.Curs Coats<saeat siana~CWSe sIMOiRN TO At+a ~VZ;Q4I~0 BZrC?Ri 2~ Ot r .1l9„_. ,~r....~...- RHONE NCs. :904 s^47 5242 Tun. 0~ 1999 02:10PM P~ ~~ L~RCJtIPTSOII Off' 11CAi1K' 3) lszl*t Osscziption NQ~S~i~ <<X ffo ws~ C C+Mi o or sw R~tluodel IAstdi L ion = Type cf con~Gsuatiaa;,,, (-'.~NCrt~C ~ .,,.,, ~s~l,m:ted Value S , Jr3S, r~oo• Q?, , „, , Materials "~ gelid or riilad tirouAd; ~Aoos: Method o , Fttst 'Gnq: s o -2 - 9D p~~ t ~xpi:eation D11C~as 200 RP.AD AttG q~tAltZNEn TK=!! AnPL=CATIQN ANb MOM ZRE SP3~ Y'0 ! OP T"!iL' LR1fA ANTS Ql;DTW1NC~ QQVgANIA1G TSIS TYPO Or 1C0'AK :ITIRD 1~l1$Zli 4R tiOT. TILR dRN1'='Yli6 07i' A PsIWXT ~S CDT 01! CANCZL 'C!~ ORQVI:LONts Or 7wY !'lDRIlAI., ATAJZ'Z 41e LCCAY. oR f.AKa zN 1titf~t M~rrlltiR, tNCl.vn=xa Tt~tz s3ctivZRNrN6 or !' Cf7NSTRUCTION o1' '@!R~ pROptRTY . Y VI~iDlSRCTAND T1~L1T TlS~ NR' Vp0l~ TlQi AROVL SNYORMATION Z6ltia TRVL AND CgRR3r~T ANp MVir~aN OR AKALL Zq y1lOVIDiD As ntQtlTRI;D. _~~~~y~ s% ~ /9r - - ~,^ GRY ~,v` "r4, Jo Ann * *My Commiss~.. YJ+•yllb/17'y7 io:~l yYJ4L/CL~JCLk J ULUUIT'IL1iY F'fat,7t 171 "•I .. . „ ,. .. ' :, ,.'.. .. , ,::, . .' ,.. . . .. ,'odlad'tlte{iyintgi,'~o~ ..,. y~ er.'!i~•. ' yy1111 IN~~F .. ' ~' • wblp^Ie~po~E'o[llei ddnri k ~~.~!~~' . . ~~~ .. .. ~t Dititi ~. l2~6B6.00' , _ ' • ti~lilittiir~'.a~pid ~tlie 'I~±iontwc ' ' ~ , ,, ,1_ •' .. , • . • (IVi~eiver ~iid M'nln ~. errn •prgbr• gel `~t1mw' 6laludc ql M1i.' .~ b W1 - dtl Ot . • '' ara' Atrlmdelwh. tit w~c+wn ~ . .:. .:.:_"P.ltgelii~i !eat::dtt!/tatbi;•:Itrd~: ' : ,, ,,otA ,~,p,~9~"»--' "' ". ,,1 ~, ~d1dbt~ii'yda~'ar~ s.eelpl p!9~'ptf~b~'~bY'~r~P~1'~ ~'~T',~:b!e~iila.''}Wi'iM1~~;. . • ' ~ rtkril~, ~'~! ~ ~ ~ irlagly'~11 Aua cmtYn.t~ ~kliw 10: ~''• ~'V1tLr ' ~i , ti~}'i':' j ~ '~'t,~1-111~.: ~!~ T~ iUl4'r~G~Di'~1D TO '1'~ P~ ' i ~ i ' .:.. •.. 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'~ .~ihS~ .,pn.'t .vld'i%,`7.%;^' ,~ ~, .. .. ....... %, qtl;~,:~111':?PAIF . .. %d'~4~.. .. .~ 11741 ~!~~~~.:~1`~' ~sti?n~i•:w.~r:~'~....fe^': +~'t~ un~,::'^.••.~ n. • MAR-05-'99 FR.I ~t'7~]~'~ 1i:~tt7EHCHE~~ 1T tihtClF:Ec~-TjNh' 'frt. Nl.i:y~r~'I 6'td-'r't%j•i'i ';?1l•°` I.~Ml „~ ;..;, , ~,.,,_. '~~-t'U tLii~ `~~cr~ ;, ~.:iat.sf.1, ~.•a '~"•C''t p,1C:~ ~.~~.•~.r.... ~ ...,. ~~; t FJ.,C)!Z!•[)A DEPAR~'MLNT nF lE1\V>IRUN11~1h.IV'1'A b'yit;~'ll"le~ ` .l' •''` '~'~ -. bureau of Soechet stud CaAStai Systerns :' • • "" ~ ~` 390(1 t''i•n,ntianweahh Plvd. - MB 1q0 i fYrlglf NHinArr~'~> ~'•: &~' _,• .,~^_ 'ittllnhassee, C+L 32399-~U011 t •'• yam`'"• ~,•~:: i ' 6 ~.k~-"~~L~. {8SU)a88-3l~0 ~ ~'u yf~'~fMC~, ., .._. _._..___ t+YL~LD PERM!'!' )'l)RSY7AN'i' 70 S~~T10N 161.4R3 ar I~1rCta2y I'X•U~iJTsA >~~'~.,~ FlIYDlNG! OF FACT AYrtn C't)Nt"1 ~I ~SII>:~S 4F LAW: Tha request for a perntll wp,c on:idtrtd'Ny t~4 ststf dttrjt "" , ~~ ~ ~ •.~' ~:iet:.reh~ry of cae• DepartrnMt of )xnvironmentar Prote.ritoe end found a be In cornptlancr. ,whh requtren . ~t~ oP Ghnpttr t5?H~3~;',i~? ',;. UF<tRtrati-•e Code ~.A.C.). Approval is speoltloeliy Ilmitt:d sn the >tcdrlry !ri the statetf laaation and by tt project tibu~rlpaort, appr~crv; ~ ~•~ •f ariy), attached standard condhiens, end sny special condidona etttttid below pursuant to !'are~raph f 61.OS ,(9>, >Fkuida !9tatat~, TI)ti~ ~R, :+ '' E!e• su ~I~~nded or revoker In aceenlent;e with 5eealt+n d2•A. It>n, A.A.C. ~ '''° ~" ~ 'A:`' ~ROJt9;C'1'LOGATlQNt~._..~,~p"~"' ~t-.~-~-,.f9 L1,..~,~.~--~'CJ:...,..._.~.. '...~ ..~:~'_ "';`~ ~'` ._..._. ~- ,.: ~~.,. PROJECT DESCIiIPIiOItir,.._...~~..,~„„E~.'i~.4,L?....,.. ~''~ ~ ..~..~.1}~!1~....~•~;'.~•'-;'~'~~'~•A:~•.:~{1~~---•- ' •'~'aI'~'•{~'' ..:.. •: Y. ::; ~. .~. 6rEGIAL PERMIT Ct;),~IDl'1'1U11S: 't`his permit it vatic pniy Alter atl appliraGle (ccifrat, stria, acrd -u4pi }trr,~{~~ "' '+gd:,u~d dues uo~ suthari:e oontrlvantion ~f lain setback ~aqu~rtxntntl pr ttonla~ bt bultdiot nodes, Th s permit; Anq~ public: +idt ~ >ted nr the silt immkittlty uppn lssuanoa snd shaft remain posted atom whh~lace! nppttaad urn(i the co~t,letian of r<t,y svti~itr Mi ` •, tjr:~„nit• Other r,peoiel eondiaons of this pitrnit inutad~ . • "'~t• •'~' ' i•' ~~~+~~. .. . . f)~~,~/~~~~t/~~rj"'~ '~•~ ~,a~ .... ..r Tom, ;~•j..•, ',-,'„ txANgAlti'J Pi~1tM1'1' C;ONDt'1'IUNSr •fnt perminee atuft cempty with for atutchW sta~clatci rie•W perm~r grn7aN,ii;,'~:~;,'~~~''~" i t.'•~ :~... APPLICANT lNP~RlVMTft7lve thereby oertity that l tuft tither. (la) Ilse owner of stir bJac•t prul~ih• ~ It t~j -~~y~; t'y uo„yw,t to soeute this perritit on th 'na'a t+ehelf:-end that (2) t shsq Obtain a»y a plicefile Use , ea ar pirMits ,~ht,:h mq,r. ,,.. '. .bj~ fe+trral, ststt, sourly, of muniei el i • prl o ootnmenccment of the authtirited work; 1~> 1 acknor+•1 a that the t-utf~oriGett ~Arl~ • uecttd, and {4) aeoept roaponsibil~y oro ent:r with a t pR itio '}~a,~ ;'.:•; ~+'' ~ ~~!.~` Appti4lnt'i $irveture__ ~` ,-_--• Date.,, . ~ _ __ 'Nite{~honc Nt+.; •~ ° '~,7~, ~ _ ~ f., • AppllcmCs pr(nted home ~ ~' tL 4 rtdar<6~ o rt ..- ~ •~ ,:~,:~"r`~''''• If appilcihl lean tyet-t ~•' Ni~l....~'.1 P1 ~ 1 ICS t ~1u1,7' l' C ;~..iTK~ (-w'4°°_ 1 ,~ prlnteA Home of'preperly awnef' prgpor~ A, , er'a addrOts yt11'f~ 'pr :.,~ .k lelaphnne ni;. D~PAR7'M~NT FixAL t-rr'rloN ANU 1~iarsNC ~l~u ~-cKrrowl.~f~cM~r t': 'fbta~ ncld permit i><u~~r~vcd v . •. •~ . ~ryrrtrncnt 6f Environmental Praeetlon by stir undersl~ned staaf dal nee, and Alad oa shit baste, pursututt to section 1~O.f?, F.S„ r~ t~ ., }~acd dcstknatcd Deputy G`lerk, receipt ur rvhirh to harnb,• ael;nrwhdi~ { •'; -•u~ • ~fi r;.~rta rrij-7~'~ rtnr e-nrc Qj me/ ep(rry rf .r ;. ~;, a rUBLlC IVOTICR 1S ON TNT BAC; K OF 7'Hli tJl:RM1T. ;t:X , txA7'tpn °fQA'ti rr; . •' r`'~>':~ ~! ~ (F.+rer era permits Issued pursuant to 9e.txion 62B•7t1.014, f,A.C•, are valid for no rttere~ren nitre • gava?u~ x--' ~-""~' yy ty Oiu', relT fi+r no nttm ~tn 14 tnaaths. The staff de4lPnea mrty apeoiPy a sho~~t`er~ti~me limn.) ; ~ r•~"' a = '', r • F,'MCRt3ENG;Y Ff:RMIT; ~ YBS ,I.iRQO ApprQVecf p ns arc attlcheds f"•1 YF:II t : • ;~' ~ ...,,. m;:.. ~ ~ POST P~RMr~T Ah~ PUBLtC NQT1C~ c.UN5P ~UUU~1~Y01~''1' 'u` . .. ~'k'~..K ±~~.' •j ~ ~` ~, Q t h D` ~ l ~~iJ~tV 1r ~. ~ ~, It a. -- .."' z Z ~ w / +n ~ \ ~~ ..- .. c ~~ ~' ~ .~ .p •P H 3 t ~ '~ '~ fJ ~• ~ " o ~ ~ cy ~S Ny"J~~rrvM ~'r^'~ ~ ~ N ~~ ~ ~~~~ ~ Q~ ~+ ~~ s?.ozd''~i.. tb L,.,E ~~ s ~ ~, '~' ~ N N ~~ Y ~ „~ ~+ ,~' xs ^`~ n p ~ -- ~ ~ r 't 0 ~ ~ 2 `/ b ~i t1 0 ~~ ~. .., ~~ i S.o ~ f,_,_..- ~ b n e ,~ c ,,.....Li ~ of o ~u~~'~ r! ~ +; " A ~ 4 ~ ~~ i' G jN` A 4 ~~ ~ i v '° o "'c ~ a rn tv ~. ~~ ~ ~`a~w .Qva ~ ~~. O, dor,,~ ~~ .~ ~ ~; v ~., ~ .. , ~' ~ E ~ 1 S ~ ~ _ W r'Yo ~ `'~ nq ~• ~ ~ C~- ~ ~ ~ ~ ~ ~a,e -. Lr~~ ~fro~ ~O~pr ~~ r 4 sp/°staZrP) ..---- .. ~~~ b ~~ ... x ~ ~ ~ a~ o~ 4 ~~ O v 4; N t' a ~~ o y, x~ .c 'b e,. o ~, N; z ~ ~~. O Q O ~. ~~~~~ r.. _{ J ~~ iQ w~ ~- '~ 't.. ~, ~ .~ p i ~zGl:. ~o~p;, 8~~i x ~ ~ cn', ~ ~ ~ ~ ~ f, ~4 ~` M r+ l ~. O '~ ^~ . 3G ~ z~ ~ t ~ ~ co ~, q ~r ~v ~~ ~~ r ~ ~~~p~~ r 1 (~ ( ~ j CITY OF Office of Building Offi ial E ~~~' Q=p r , ~~ m ~~,~ ~~> Date ~ ^ ~ p- Time Received A.M. P.M. Job A ' ~ press ~~ ~ocality Owner s~ ~~ J Name ~ Contractor-- UILDI ' CONCRETE ELE ICAZ i G ~1AECHANIC Framing , `,~~ Footing ^ oug mng Rough ^ Rfr-6er+d-~ Re Roofing ^ Slab ^ Temp Pole ^ Top Out C~ Heating Insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place ^ Pre Fab READY FOR INSPECTION d A.M. Mon Tues. Friday P.M. Inspection Made Inspector anal Inspection ^ ot Occupancy Certificat e ^ e~ ~ f ~~Jy Date ` E4UEST FOR INSP ION /-~/ ~,~r _ Permit No. ,.,, CITY OF ,~ ~` ~~ /3eacls - ~l~vtsc~~ ! ~~ ~ ", Office of Buildin Official ~ j U I 9 C o~O~ ~~~. `~ ~~l REQUEST FOR iNSPECTION~~o~gS Date /- ~u ~ D / Permit No. _ Time ~ A.M. Received /PP11vl_ ~ _ ~ Owner's l ~~ Name T -Ci' BUIL G ~~ ~ CONCRETE Framing ~ Footing Re Roofing Slab Insulation ^ Lintel Mon Inspection Made Inspector Tues. `~ ` cality 7vr ~ ~G Contrac ELECT ICA LUMBI ~.--f Rough Wiring Rough ^ Air Cond. & ~s ^ Temp Pole ^ Top Out Heating Final ^ Sewer ^ Fire Place ^ Pre Fab REA OR IN P ION Thurs. A.M. f~ P.M. Final Inspection ^ Certificate of Occupancy ^ Date ( ( ~ /,~ ~ ~`/I Date l^/~~ b` Time Received a~3 Job Addre - w Owner's ~ , AA /~~~~ ~~~~~~,,~~ /CITY OF ~~_ ~~~ ~ r~-.l 1Y~LG~K~LLC /.i~ - ~ l ~ ~~_ Office of Building Official i'n ~ D REQUEST FOR INSPECTION G~ ~ d 6 ~ ~ ~' Permit t~ ~ ~ ~( A.M. ~ PEA ~ .. ILDING ~ CONCRETE ECECTRI PLUM ~~A,ECHAN~~ Framing Footing ^ Rough Wiring ough ^ Air Cond. ~ ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out .Heating Insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place ^ ~e Fab REA~\~yNSPECTION ~--. Mon. Tues. Wed. I/,r M. r" ~ ,ter 6~ Inspection Made P.M. '-- Inspector Final Inspection ^ Certificate of Occupancy ^ /[ y~ ~ y- /.U1~ ~ Date n r tla.su'c /3 Tear ~lo~tsd~ Office of Building Official REQUEST FOR INSPECTION ~~ Z'-7 ' ~ ~ Date ~ Permit No. Time A.M. Received 3 Y Job Addr ocali ~ r Owner's Name Contractor ~--~ BUILDING CONCRETE ELECTRI PLUMBING MECHANICAL Framing ^ Footing ^ Roug Rough ^ Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating Insulation ^ lintel ^ Final ^ Sewer ^ Fire Place ^ Pre Fab READY FOR INSPECTION A M Mon. : : Tues. Wed. Thurs. Friday A.M. Inspection Made P.M. Inspector Final Inspection ^ / Certificate of Occupancy ^ /~( ' f"' ~J.~ ~.~-ics'"Oj~GCJ > Date ,~ of J08 ADDRESS DATE _._ _. THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted ~©c~~:~° ~~.~-rG" h`ss~~ ~ v r~ /~~-cFS,~E~ ~ fC ~t ~ *' (~ ~'71~i ~ .~t?0^~/'°~.~/ .. Md4S ~' ~ t illLocri "' !~i 1~~(~-f .S ~I~ (Oj $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection, Field Inspectors ELEC are in the office from 8:00 a.m, to 5:00 p.m. Monday through Friday. 81 r ~DK • OF ~~~ • •" • ~• • - • J09 ADDRESS DATE --"~ "- ' `~ THlS J4&-HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted .~ ~ eW c~ ~C SYi4~°G ~ Tr0 ~ (~ S S ~ lrf` ~L¢,~ ~a~ f~ l~?~ctf ~aa~c ~O~' ~1tl~LtaS tt~ss~~~ ~-T ~ :~Pf'cY L2 ~ v ~n ,~~ ~ ~T" R- ~c~ ASS y~~,~~- 1V~...~c / Ty c'~~ /1 ~G~ .r4 T .5~~}t ff FAST ~1 fJ~ C~ -wa-Fe!' r ~ c ~ ~'n ~ ece e !JG h O ~ ~ ' ~ O /! t?tt ~ ~ r~ $15.00 REINSPECT FEE _ ~loa~~' It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been pLUM61NG made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEG are in the office from 8:00 a.m. to 5:00 a~ ~ p.m. Monday through Friday. '~ w l , OF JOB ADDRESS DATE ~~.E? ~ ~ r cry ~ ~ _ /~ - ~'' ~' ~ THIS JOB HAS NOT BEEN COMPLETED The following additions or con-ections shall be made before the job will be accepted ~----- j~Zi~ C ~S /Ll ~~" ~ ,(3,~ L~9 f4 T 15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PWMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors eye r ~~~~ are in the office from 8:00 a.m. to 5:00 B~o~ p.m. Monday through Friday. A1' //CITY OF ~A~ ~_ j~ ~~^ Office of Building Official /REQUEST POR INSPECTION Date / ^ ~ ~~1 Permit r ~`/ ~~~ Time Received P.M. ~ '° Job Addre s / v Owner's / V al~ ~, ~~~ ~[~~~ E~ Name _ Contract BUILDING CONCRE ~ ELECTRICAL PLUMBING MECHANICAL Framing ^ Footing Rough Wiring ^i Rough ^ Air Cond. & ~:~ Re Roofing ^ Slab Temp Pole ^ Top Out ^ Heating Insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place ^ Pre Fab Mon. /;~~~ REA R INSPECTION A. M Wed. Thurs. Friday ` ~, _ ~ ~ Inspection Made ~'cfor Z ~-" - Final Inspection ^ f Certificate of Occupancy ^ /~ ~ /~ r ,/ ~ V C/ ~ 9 ''~ ! (~ CJ~ I~ y _. . Date r of JOB ADDRESS DATE 2.2- 3 ~t c r :~- L~~- ~~ .,. ~ ~ .. p 2r THIS JOB HAS NO7 BEEN DOMPLETED The following additions or corrections shall be made before the job will be accepted `~- ~ ~ ~ ~-t b:; r ,Gf~i F S 5~ ~ l~ 7~t:. STt ~~ "3 ~- ~ X Tt/,.w2~ c:7vL ~~+~G a,J ©/t.r ~ra>1tL ~~tuFta S ~ -- ~ c~... ~ ri ~ ~5 ~ a t/ ~ ~L l~ Ct2.r ~. ~-~'t~ G t2®4flF~ ~~ rt ~', - ~=' ~~ -" f.~rlvfl~c,a c.'_r2l~r~~' Mrss~~c1C /.t.' /k~-sT ~i -lfr{~oc~.-~ ~ti ~2a~~ 7'13 °-M~-S~ /'31g e' ~ ~- ~ /t-c ~ S P~ !} S"(-~ C.~.3 M r~ t; T. 72 ,4r~ r~~~1- I ~V $15.Q© REINSPECT FEE ~~ it is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday,. ~~~ ~ ~0~=L Pt.UM81NG ELEC e~Dc 8 1 OF JOB AOORESS GATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted /`~., l~l /L f~~°~'•~.~ l~~- R ~/~f- ~'f~ ~(IEcSAS. /f ~D 1,r~r3~.~c.~D /A: ~= [.rrC• l~'~ia~C, `7 '"'- ~ r? N ,~ i~~ ~ i l~ ~n.D 2 E; ~ s /~ ~I,~-r t3 ~ R S $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors are in the office~from 8:00 a.m. to 5:00 p.m. Monday through Friday,,. ,~°~ ~ ~ PLUMBING ELEC BL a. ~ ~ .. _, NOTICE • JOB ADDRESS GATE THIS JO'B,'WAS NOT BEEN COMPLETED The foNowing additions or corrections shall be made before the job will be accepted /~, 4 i Q 9~~ '~ t~ ~ a a ~.- ~,:' ~ ' :~ S a 3 ~~ ~ :. f . , 1; r , t1 ~> • 4 ~^ r d; r. ~` r,~ R r ,~ s f rt ~ ~ t s S A/ ad r ..~ ;: ~V $15.00 REINSPECT FEE "~` It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- aLUMewG ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday.,.. BLDG ~'`'~~ ~ ~' ,., _ ,-, ~ l) ;2 t.~j 4 . { (.:L_~Z (: ~' 3 e r!1 :-. ~ ~'1 e~C C~ 1y.~?. t3 1 ty~'"~- -.(J>~ C .fir i St~ 1 C^. ~' ~ l~ ~t`+ ;`-' G_'r`,'~ ~'~,,.,.. of JOB ADDRESS jj DATE ^~ THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job wilt be accepted ~~` `' Cam` r fei ,2 fJ s rt~„~ ~,. ,~` i fJ;~`=~ r ,'r#' .S $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been ~uMBiNc i made, ca11247-5826, Building Depart- ~ ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 eL ,~ ~ p.m. Monday through Friday:.. t ~~~ ~ ~ ~ ~ ~ S~~ ~'~ V. ~~~G~LUC 1SE~~ft - ~L Office of Building Official REQUEST FOR INSPECTION Date ~ _ ` ~ _ ~ Permit No, Time A.M. Received `~ P.M. g ~. ~ ~--1 ~~~~~ Job Address , Locality ~ ~ Owner's ~ ~ ~ Name ~~~ f ~--! Contractor ` ~~ ~'i ~ BUIL ING CON RETE _„ ELECTRICAL PLUMBING MEG ANICAL D Framin g ^ Footin ~_~ oug rung (~~ Rough CJ Air Cond. & [~ Re Roofing a Slab ^ Temp Pole ~ Top Out ^ Heating Insulation i~ Lintel Ci Final ^ "Sewer f_7 Fire Place Pre Fab READY FOR INSPECTIO~~ . _ ^ \ A M Mon. Tues. J Wed. hurs. / Frid ay . . Inspection Inspector Date t , tr ~~ , _ , CITY OF ~~ ,~j ~~}.a~~, -~ `r Office of Building Official ~~ ~' REQUEST FOR INSPECTIO Date ~ ~ V ~ Permit No. Time A.M. Received P.M. /r'\ ~ a~~-3 Job Addre Owner's Name G~~ ~.~-~~gi BUILDING CONCRETE ELECTRICAL ~ PLUMBING MECHANICAL Framing ^ Footing ^ ^ Rough ^ Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ~^ Top Out ^ Heating Insulation ^ Lintel CI Final ~+.. Sewer ^ Fire Place ^ Pre Fab READY FOR INSPECTION Mon, Tues. Wed. Thurs. A.M. Friday ~7-; A.M. Inspection Made ~ ~ ~ ~ _P.M. Inspector Final Inspection ^ Certificate of Occupancy ^ Date NOTICE • JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted ~ - ~r~~~tc~,~si9 ~N rr ~'~3 ro/Z 5~~.~'C~- ~`l '~'t+ r~ r f :' .~"c~~'/AL~~ f_ 7`0 ,l~r~"~~'cn a-~ $15.00 REINSPECT FEE r 1t is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELF ~ ~ are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. B`~ ~, Date ~ - Time Received ~~ ~~ CITY OF ~ i ~ ~i v Office of Building Official ~ 0 REQUEST FOR INSPECTION ~~ 1~~~ Permit No. A.M. Job Address Yoc lityl Owner's Name Contractor UILD G-- CONCRETE ~"" ELECT"~~----.RiCC !.~" LGMBING ~~MEC~IANICRL Footing ^ '-'R6Ut~n"~~irig ^ Air eond._& Re Roofing ^ -.Slab ^ Temp Pole Top Out ~i_eating Insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place ^ Pre Fab READ R INSPECTION ~~ Mon. Tues. Wed. Thurs. Friday ~. A.M. Inspection Made PM• 'pector Final Inspection Certificate Date ~~//~~//~ //CITY OF ~~~~ __ ~~ ~~~~ f`YUG~If~IC /.i~- ~~O/ZK~fs Office of Building Official (' / REQCIEST FOR INSPECTION Date `~ , ` `~ ~ ~ ~ Permit No. ~ ~~ / Time A.M. Received _____ _ /frbfl •- c / ij Job Addr Owner's ~ ality Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ^ ~ Rough Wiring C~ Rough ^ Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating Insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place ^ REA Pre Fab DY FOR INSPECTION Mon. Tues. / ~~ .M. Wed. Thurs. Friday A.M. Inspection Made ~ P.M. Inspector i '~ Final Inspection ^ Certificate of Occupancy ^ Date r I CITY OF fY~~G~C 13~ - ~~ Office of Building Official Date . Time Received REQUEST FOR INSPECTION ~~ ~ ~ ~ Permit No. A.M. Job Addr ~ `' oc Irty ~tr1- ~ ~F Y Owner's / Name _ Contractor BUILDtN~ CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ^ Footing ^ Rough Wiring ^ Rough ^ Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating Insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place ^ Pre Fab READ R INS~PE]CTI[O~I^--,~~`~jr+~ ,/I~ ~J~ ~ / a Cam....,.' / " Friday - Pi - - ~~~u9~~ ~ G-'..7 _, R.M. ~ /~' In ec ion Made P.M. Inspector Final Inspection ~ ...q ~ Certificate of Occupancy ^ ~~~ ~ ate ~~~ l jj'' -- - fit. CITY OF ~'~_ ~- ~. ~,~ ~itLG+iLKCC ~~ - Office of Building Official REQUEST FOR INSPECTION ~^~ Date ~ ~ l .~ ~ Permit No. T Time A.M. Received P. `~ 1 ~, ? ~ ~~ +~ Joh Address ~ cality 7 0 ~ -C7 ~~ Yil Owner's ~ _ l Name ~ ~~'{"Z"" Contractor ~-t~--~-,~lj)~..,J -~ BUILDING CONCRETE f CTRICAL PLUMBING MECHANICAL Framing ^ ~ ^ Rough Wiring ^ Rough ^ Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating Insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place ^ Pre Fab READY FOR INSPECTION ~~`, ~t ~, ~ ,ti ~ ~ ~. ~~ A.M. Mon. a~,u,,._,...~`"~ ~`'~ ~ ~i~~ ~ed_ // Thurs. Friday 1; ((jJf G ~ / t~....~ i A.M. I pe ti Made P.M. Inspector Final Inspection ^ Certificate of Occupancy ^ Date CiS~ p~ ~' ~j pt,ic i /~ ~ puce °t t gwi~di INSp~ ~~ • T l EQVESt ~pR "°~ t er ` ~~~ P. pate ll M~CHAN & A~ O jime d t ~ ~ Mg~NG A's Goad ~ Fecerve /' <._ ,i Contra°tos ?W ~ Nearing ce ~ u h ~ Fire P1a bob pddr ~~R1CA ~~ Po put ~ pse Fab Pt.A. ~ joP es P.M Pou9n w1eog $eW pWUes's C mP PO ame ~ final Ip~ Friday Ot1n gV11.D~NC+ ~ S1nb 6A~y ~pFt 1N5PE .muss. Fra Rooting O L 1 ~1 ,1 f vjed• P'~~ ~ R~SUSation (V/ ~"'"'" ~ P.M• tnsP~i~°n c D joss. ~ ~ ~ 1 Fc ~ittcate of OccuPan y n pate tnsP~son Made e made before... ~ e accepted -~ STS It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. ''Qr additions or corrections have been PLUMBING `~, ca11247-5826, Building Depart- ~~"~ an inspection. Field Inspectors ~~Ec "~affice from 8:00 a.m. to 5:00 a~ `''s,through Friday. + ~O2 ~ ~~pp ~~ ~~,,~ //C~~I~TY ~~O//F //rr~~ ~~~ ~~ // ~~-3~- -3 ,~~'S ~~ lY~Il~f(,C 6i®QCIic - ~L03Ki~s Office of Building Official REQUEST FOR INSPECTIO /~/} Date~~~ Permit No. v ~ ~~~ Time A.M. Received P,M. i Job~Ad/d~ress Locality Owner's ,T ~7 ~', ~~ .~'' ' Name ~'1 R- yy ~--~ Contractor BUILDING CONCRETE ELECTRICAL PLUMBIN MECHANICAL Framing ^ Footing ^ Rough Wiring ^ ough ~ Air Cond. & Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating Insulation ^ Lin ^ Final ^ 5ewer ^ Fire Place ^ Pre Fab READY FOR INSPECTION _ A,M, ~ Mon. Tues. Wed. Thurs. y Friday A.M, Inspection Made P.M. Final Inspection ^ Inspector Certificate of Occupancy ^ Date ---- The following additions or corrections shall be ma e e ore ..,~ the job will be accepted ... tt• L 1(I~~~KtC /3P.~Ciy- {~[i'zzsCKi Office of Building fficial /~ / REQUEST FOR !N PE 10~ Date __ / / -` ( -~ Permit No. Time A.M. Received PM s'~ Job Address/f7 ~~~e9 Owner's h. -l.aiilY Name _ Contractor ~ ~~-~'"' BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Re Roofing Insulation ^ Footing ^ Slab ^ Rough Wiring Ci ~ Tem Pole ~ p ~~ Rou h g T°p Cut ^ Air Cond. & (^ ^ Heatin ^ Final ^ Sewer g ~~ ^ Fire Place ^ ` ~e° --READY FOR INS Pre Fab ~ Mon. _ Tues. PECTION Wed ~~ R M. . Thurs. ; Friday Inspection Made (--~~~_.~ A.M. P.M. Inspector ~ Final Inspection D Certificate of Occupancy ^ Date ~tel .- Final ^ Sewer Fire Place ^ ~re Fab RFA('fV Fl1R iHICPF!`TIl1~ Thurs. Friday ~ . P.M. Final Inspection ^ Certificate of Occupancy ^ Date //~~~~//__ //CITY O//F /~~~~,~~~ 7r'Y~LCsi~ f3P.QCfz- ~(4'lK(.~ Office of Building Official REQUEST FOR INSPECTION f N ~ j~ ~~/ Date ` ~ Permit No. ~~ Time A.M. F Received .M ~~ Job Addre Lo ality Owner's ~~(_,.~~ ~~~ ~ ©~~ Name Contractor ,r- BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ^ ootin Rough Wiring Li Rough ^ Air Cond. & ^ Re Roofing ^ Slab Temp Pole ^ Top Out ^ Heating Insulation '"~~ ^ ~~ n~~t~e~b //~~ // ^ Final ^ Sewer ^ Fire Place ^ ~~~a~~~2JC.(..t,/ !c/lOL~C.R Pre Fab EA FOR INSPECTION C~_~ A.M. t Mon. Tues. ' d. Thurs. Friday IQ -^ ,,. / A.M. Inspection a G-4~ "'~ ~ P.M. Inspector Final Inspection ^ Certificate of Occupancy ^ Date //~~ t/~~__ ~~~~~~~~~ //CITY O//F ~~ ~~ fY~iQ~K`C I3P.Q~(.it - -T _____ Office of Building Official REQUEST FOR INSPECTION ^`t ~ ~ ~ ~ Date ~ ` ~ ` Per ~ No. ~~~ ~ Time A Received n .~~ a 3 - ,.,~~ ~.~p ~~...-~..__.~ Job Address ocality J~ Owner's ~ ~`}~~~1~ y°t ~ / Name -~ Contractor `--' ~ BUILDING CONCRETE_ ?„ ELECTRICAL PLUMBING MECHANICAL Framing ^ ,F~StSting ' ^ Rough Wiring ^ Rough ^ Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating Insulation Lintel ^ Final ^ Sewer ^ Fire Place ^ ~' Pre Fab ~/t~ ~--~ READY FOR INSPECTION `~ Mon. ~ ._ A.M. .f Tues. ~I Wed. Thurs. Friday 3 ~ ~~ ~ ~ A.M. Inspection Mad P.M. Inspector ,'~ 11~ Final Inspection ^ Certificate of Occupancy ^ Date nn //CITY OF nn ri~l~C /3~- "t Office of Building Official REQUEST FOR INSPECTI f ~~ Date ~- / ~ `~ Permit N Time A.M. , Received - P.IvJ.~ / Job Addre Lo tty ~ >~ ~ f3 ~} Owner's Name ~ Contrac r BUILDING ONCRETE ~ ELECTRICAL PLUMBING MECHANICAL Framing ^ '`~~^ Rough Wiring ^ Rough ^ Air Cond. & ^ Re Roofing ^ Slab -' Temp Pole ^ Top Out ^ Heating / Insulation ^ Lintel ^ P F' al ^ Sewer ^ Fire Place ^ Pre Fab A FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. C A.M. Inspection Made ~! P.M. Inspector r Final Inspect ion ^ Certificate of Occupancy ^ Date ~~' ~ kL. CITY O F ~ ~--~~Sjl.(1 ~ // // AA ,,/1- - . ri~~QKtI,C /3iP~CiL- ~4 Office of Building Official RE(~UEST FOR INSPECTION /~^~ / ~J ~`//' 4 Date 1~f2 / / ~` Permit No. ~`~ Time A.M. Received P.M. :zzz ~ .~=li<~ ~~ I~z-~ Job Address Locality Owner's Name _ Contractor BUILDING CONCRETE ELECTRICAL PLU BING MECHANICAL Framing ^ Footing ^ Rough Wiring ^ Rough ^ Air Cond. & ^ Re Roofing ^ Sla Temp Pole ^ Top Out ^ Heating Insulation ^ mtel ~h~ Final ^ Sewer ^ Fire Place ^ Y Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. ~ ~ Inspection Mae P.M. ' ~ ~ Inspector '' ~~ Final Inspection ^ Certificate of Occupancy ^ Date A '~ jj.~ ~~ CITY OF Y d '~'~ ~ ~ Q ri~(O~t~lc ~~ - ~~ Office of Building Official REQUEST FOR INSPECTION P S/~/81 G Date ~~ ~ ~~ ,~ -' T / ~,, Per ""f I ~d~ Received ~ •''~~ ~ ~ ~ ~ (~~~ ~ (~/" ~r~~ Job Address Locality ~h//,~ Owner's ~ ~ / CV~~ Name ~ Contractor -~ ~ BUILDING CONCRE ECTRICAL PLUMBING MECHANICAL Framing ^ noting ^ Rough Wiring ^ Rough C7 Air Cond. & ^ Re Roofing ^ Slab C~ , Temp Pofe ^ Top Out ^ Heating Insulation ^ Lint `~i?~\ Final ^ Sewer ^ Fire Place ^ Pre Fab READY FOR INSPECTION ~]~ ues. S1~ ~~_' y/I ~.~.1(Ved. /+~ r ~~ ~h~S, riday Inspection ade PM• Insp or Final Inspection ^ Certificate of Occupancy ^ ~,a~ Date F CITY O -- // /n/1~~ - ~t,- // f'Y~L*LLG /3P~L- Office of Building Official REQUEST FOR INSPECTION / ~ "" ~ ~ ~ ~ ~~~ Date ` Permit No. Time A.M. Received P.M. _ i~ Job Add s cality Owner's , a /~l ~ Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ^ Footing ^ Rough Wiring Ci Rough ^ Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating Insulation ^ Lintel ~I final ^ Sewer ^ Fire Place ~ ^ ~ Pre Fab , A )~ ~ , AI~ Z:,x~'-f1E~K[)Y FOR INSPECTION ~~C:;/c Mon. Tues. Wed. Thurs. Friday Inspection Made P.M. Inspector Final Inspection ^ Certificate of Occupancy ^ Date //~~ ~~~~~~~ //CITY OF ,~/~~_, ~~~~~ y`/~f~L(~(i /3~- ~LOZ(Q~fs Office of Building O icial REQUEST FOR INSP CTIO Date f ~ ~~ ~ ~ 'Per t No. / ~~. Time A.M. Received ~~., /1 Job Addre ~ ~ ~ ~ocauty Owner's ,~, Name ~" Contractor BUILDING c. CONCRETE ELECTRICAL PLUMBING MECHAN ICAL Framing ^ Foo' ^ Rough Wiring Ci Rough ^ Air Cond. & ^ Re Roofing ^ ab ^ Temp Pole ^ Top Out ^ Heating Insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place ^ Pre Fab READY FOR INSPECTION ._..._. ~ A M Mon. Tues. Wed. Thurs. Friday . . _ J~`~ ~ ~• A.M. Inspection Made " P•M~ for Final Inspection ^ Certificate of Occupancy ^ ~~~ ~~ Date CITY OF fYUGiIf~LG /3~- T Office of Building Official J REQUEST FOR IN ECTION Date ` ~~ ~ --"'--~ Perm' o. Time Received / • ~ P.M. -~~7~,3 ~~~~ ~ v ~ Job Address Owner's Name ~ Contractor UILDIN ELECTRICAL Framing ^ Footing ^ Rough Wiring Re Roofing ^ Slab ^ Temp Pole Insulation ^ Lintel ^ Final Locality ~dhr ,I'll ~' ~,.~~~ PLUMBING MECHANICAL Ci Rough ^ Air Cond. & f7 ^ Top Out ^ Heating ^_ Sewer ^ Fire Place ^ Pre Fab ~Ci /' f~ G- ,~~Q~'K READY F INSPECTION A:M: Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made '' P.M. Inspector Final Inspection ^ Certificate of Occupancy ^ Date r E Framing ^ Footing ^ Rough Wiring Ci Rough ^ Air Cond. & ^ Re R ing ^ Slab C Temp Pole ^ Top Out ^ Heating In ation ^ Lintel O Final ^ Sewer ^ Fire Place ^ .•-I ~ Pre Fab Iv~tT~ Tues. READ INSPE Wed. CTION urs. ` Friday / !- _ A.M nspection Made ! J Inspector Final Inspection ^ Certificate of Occupancy ^ C ~r~-~ ,. ~~~~~ ~~~~ //C~~ITY__ __O//F ~~~ `~ ,, ~~_ f~I~(~N~C /36QCiJG - ~~Q'IiQ~GE Office of Building Official REQUEST FOR INSPECTION ` Date ~ ~ , `~~ ~ Permit N Time A. Received .M. ~~~ ~ u Job Address ~ ~ Loc ity Owner's ~-- Name ~ Contrac r BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ^ g ^ Rough Wiring ^ Rough ^ Air Cond. & ^ Re Roofing ^ Slab Ci Temp Pole ^ Top Out ^ Heating Insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place ^ / ;~ Pre Fab ' `'~iCJ~%~C:.~`--' DY FOR INSPECTION A.M: Mon. ~ uss. Wed. Thurs. Friday Inspection Made / P.M. Inspector Final Inspection ^ Certificate of Occupancy ^ Date CITY F ~~~ ~-ry ~ ~ ~ l T ~~IrWl3Kti N '~ ,,.- Office of Buil ing ic' 1 ~°'~ ~-'' ~ ~ `~ > REQUEST FOR I 10 l' ~ ~'~' f ``~ Date ~~~/r+"~/ Permit ~ / ~ C Time Received ~' ~~~ f' .,. • _ Job Add s oca Owner's 7 d- Name ~, Contra (/''BUIL~1 4~ ~ CONCRETE tECTRi L PLU~ ~ ~ ~--.Frar»; ^ Footing ng ^ Roug ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out Insulation ^ Lintel ^ Final ^ Sewer READY FOR INSPECTION Mon. Inspection Inspector ^ Cond. ^ Heating ^ Fire Place Pre Fab „/ ^ A.M. _P.M. Date V ~ Vim" ~~ Lam. ~ t' CITY OF y4,f~ar~ic /3eac~i- ~,Go~sd~ Official Office of Buildin ~ 1 ~ ~~ ~ g m ~~ REQUEST FOR INSPECTION ~-- ~~ ~ ~-~ ~~~ ~ ~ 2''.,..,. ~ ~ Date L P/~{~',it No. / / E'S Time A.M. j Received P.M. jjj ~ "~, .~~rfGl Job Addre Locality Owner's ~, ,., 1 ' Name Co~ .,(J./ ~'Y 7 ~4J-t-~ UILDI CONCRETE ~y~E:E~T§AL C~~1G ECHANICA~ Framing ^ Footing ^ ough Wiring ^ Rough ^ Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating Insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place ^ Pre Fab READY FOR INSPECTION ~, on. Tues. Wed. Thurs. Friday ~+"~ "tlt-P.M. A.M, ~ ~ Inspection Made P.M. Inspector ~ nspecUon >,~ -' Certificate of Occupancy ~. 2_~ Date ,t/j1QG~ v~d ~~ ''r ~ ~"'~ /~ ~~~~~~~ //C~~ITY__O//F Office of Building Official REQUEST FOR INSPECTION ~- ,~~` ~~ Date _ Permit No. Time ,~~-~ A.M. Received ~ `" ~ _ ~~:~~.~-.~ ~ ff~ Job Address _ ~ Lo Owner's ~~ ~~~ (~`~ Na a Contractor BU LDIN CONCRET ELECTRICAL PLUMi< raming ^ Footing ^ Rough Wiring ^ Rough R offing ^ Slab ^ Temp Pole ^ Top Oui ns atio ^ Lintel ^ Final ^ Sewer READY FOR INSPECTION ~~~! NG MECHANICAL ^ Air Cond. & ^ ^ Heating ^ Fire Place ^ Pre Fab l/ Mon. Tues. Wed. Thurs. Friday `~' P.M. A.M. Inspection Made ~ ~ '~~ P.M. Inspector ~ ~ Final Inspection ^ Certificate of Occupancy ^ _? ~' ~ ~ ~ ~ ~'~ i Date ~~t~ CITY OF 1 fY1~~LiG /3~ - ~i Office of Building Official REQUEST FOR INSPECTION ~~ ~~- •~; Date ~"" Permit No. Time ~,~ Received /'PM i/r ~~ fJ~ ,~, r., l l ~.,: Job Address i ~ Owner's ( ~~ ~ Locah / ~j ~-J.. ii ,~ 1 " = ..-k:_~- ~~ ~ ~..;~ f !'~ ~~ Name 4 r ; BUILDING CONCRETE ELECTRICAL ..~ PLUMBING ~ MECHANICAL Framing ^ Footing ^ ough Wiring ^ Rough ^ Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place ^ "`~ Mon. ~ ~~"'~ ues. READY FOR iNSPECTiON Wed. Pre Fab A.M. Thurs. Friday P.M. A Inspection Made Inspector Final Inspection ^ Certificate of O ccupancy Ci '.-''A I'~ ~~ ., (~{, ,;~~^^ / ~,~1..,~ / Date ,~ ~` ~ ~ l rv ~, ~ CITY OF Office of Building Official REQUEST FOR INSPECTION /~ 2 ~' /~'~/~,~- Date ~ ~ ~(~'? ~ Permit No. Time A.M. Received P. M. Job Address Locality Owner's /~ Name Contractor ,~ .I ~ - C(-f ~'~"~ a ILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ^ Footing ^ Rough Wiring ^ Rough ^ Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating Insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place ^ ~ 17 ~~ ~ ~ ~~ Pre Fab READY FOR INSPEC TION Mon. Tues. Wed. A.M. Thurs. Friday P.M. 3 ~z~C~~ Inspection Made Inspector c ~~- f K Final Inspection ^ Certificate of Occupancy ^ Date ~. ~ t F Vy"~ `~ 5 3 ~~~ 0 ~ ~~G`a ~~~ ~ ~ ~~' a e P O ,~~ .~N' Ge k,Q a~~r1 !Z' Go ,1vM. r~~ .~ ~,oG P~~ ea~"Q a~ ` f O J~5 ~ 00 F``0 ~JD~ ~~a ~~0\~ O Q e e1`• ~ Q oJg~J~ ~`aa9 0 PQ~ GG°~~aG~ v C~ ¢ 5 fie` ~ \GP ~ ~~ ~\~~~0 O O~ Jay ~,O ao~ .. ~. ~,~ ore ~ ~C'~` tiro GJQ GJ Q (G~ y~G i~G ~P ~G ~~e ~^teyy ~'~ v G o `~ .`tea ~. ~,a o~G~ O APO lea. - oa`g ':P0 e ~~ G r°°' P o° F 5~a~~e~ Biy ~ ~>~ A~T~ 4 ~c m G O G`'~a J~~O~a O ey ~ ~ ~~a Q,o°. o° ~~,T acs ae ..Oo~`~a ~,~•a c~`O ~oyQe dot J ~~ ADOF J08 ADDRESS ~... ~ 2. '3 ~ ~ CCr DArE the follow, The follow ng ddB ion ortc~or<ect ons QalPbe made the o wef~re ~.,,.,,__ j b will be accepted -c f _ ~ ~` r oit ~[;7L~ 5 ,$15.00 RE{NSPECT FEE ~~ ~~. -