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Permits Folder 2220 Alicia Lane (2)6- P.~©PRR~ ~ ~ ~ - oSf.3~.. Co~NTRACT®R ~~~Z ~--~-" T~.EP1Y+'~1VR X63-/ ~ .r`.f~C' ~E ~~~ l ~S~C~ ~A~ ~-~ 7 -y 5~ ~vs~~Cr~o~vs ~ ~®o~rc ~ r a `~ ' ~ `~ ~ BEA.AS ~vsv~~®1V 6/a S" ~ .~~ ~u~vrrro C~s'.RCATE og' oCCIIPAPJC~ ~C~c~ ~r~utira s ~ ~ sr 5 i ~ v ~ ~/~ ~s~.~C~or~s Roue ~ -~ n ~~ ~ ~ ~ RIIVAL ~.~v~~vo ~.~~~ 5~9~ ~vsP~c~aoNS RovcB/v1v~~R.s~ ~~ ~~ /~ 3 / g ~ ~opou~' S'y y' -~,~ ~~~~~ ~~ ~v®~s: ~._ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Buildin~dept(a~coab.us Application Number 07-00001604 Date 11/27/07 Property Address 2220 ALICIA LN Application type description MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc 1 cu ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LEONARD PERFECT-CLIMATE HEATING AND AIR CONDITIONING, INC ATLANTIC BEACH FL 32233 11210 PHILLIPS INDUSTRIAL BLVD JACKSONVILLE FL 32256 (904) 646-1020 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . Permit Fee 67.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 5f25/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- Permit Fee Total 67.00 Plan Check Total .00 Grand Total 67.00 67.00 .00 .00 .00 .00 .00 67.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. d%Si u T`i~... CITY OF ATLANTIC BEACH ' ~~ ~~~-~~ MECHANICAL PERMIT APPLICATION. v~; ~~ Date: ~ ~ - `~ - (~'~ Property Address: c~~a.c~. ~ ~ l 1 C [ G~ ~C~i( 1 ~ Owner: ~~ < < ~ ~ ~ C~ n Q r r~ Telephone #: ~~a - ~-~' ~ -7 Contractor:~r.~-~~.~- c ~i~~-~ ~-,pQ°~ °~- ~ t (' Telephone #: ~py (~ - (~o~-C~ Contractor Address: ~ I,c~ ~ Faz #: o~~ - ~~C~,3 Contractor Signature: f ~-' In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordancc with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of ood ractice listed therein. Type of Heating Fuel: If other construction is being done on this building Electric or site, list the building permit number: ^ Gas: !LP Natural ,-Central Utility ^ Oil ^ Other - S c' MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ^ Heat Space _ Recessed _ Central _ Floor ~ Residential ^ Air Conditioning: ~ Room !S Central ^ Duct System: Material Thickness ^ Commercial Maximum capacity c1m ^ Refrigeration ^ New Building ^ Cooling Tower: Capacity 1~Pm ^ Fire Sprinklers: Number of Heads ^ Elevator: _ _ Manlift Escalator (Number) ~ Existing Building ~ Replacement of Existing System ^ Gasoline Pumps (Number) ^ Tanks (Number) ^ New Installation ^ LPG Containers (N~l~r) (No system previously installed} ^ Unfired Pressure Vessel ^ Boilers ^ Extension or Add-on to Existing System O Gas Piping ^ Other -Specify ^ Other -Specify LIST ALL E UIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton's Agency C ' S ~~J C-~o m ~ ' u ~- HEATIIVG -FURNACES, BOII.ERS, FIREPLACES & AIR HANDLER'S Approving Numbcr Units Description Model # Manufacturor BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How M & Dimensions Contained Manufacturer No. enc 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Faz: (904) 247-5845 • htta://www.ci.atlantic-beach.fl.us Revised 1/04 CITY OF rg~i.°a~ctzc ~eacl - ~r°CVridcz 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAY (904) 247-5805 SUNCOM 852-5800 DATE ~ ` r ~ ~ / JEA Construction & Maintenance 2325 Emerson Street Jacksonvil{e, FL 32207 Attention: Connie Dear Connie: Re: Final Electrical Inspections Final Inspections on the following locations have been completed and approved: PERMIT NO. I8 t'u5 Please call me at 904-247-5826 if you have any questions. c Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT nnnoccc ' CITY OF ATLANTIC BEACH ~ MECHANICAL PERMIT 800 SEMINOLE ROAD -ATLANTIC BEACH, FL 32233 -TEL: 247-5826 -FAX: 247-5877 PERMIT.tN,-ORMATIQN___ ~ ~ .- '' _~_ LOCATIDN,~INFORM TtQN Permit Number: 19735 ~~ Address: 2220 ALICIA LANE Permit Type: MECHANICAL ~ ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY ~ Lot(s):20 Block: Section: Square Feet: Subdivision: TIFFANY BY THE SEA Est. Value: 250,000.00 ~ Parcel Number: Improv. Cost: dWNER~ INFOR1iRl~TIQIV ~__ Date Issued: 3/16/2000 Name: LEONARD, B{LL Total Fees: 25.00 Address: 528 OCEAN FRONT DRIVE Amount Paid: 25.00 NEPTUNE BEACH, FL 32266 Date Paid: 3/16/2000 ~ Phone: (000)000-0000 Work Desc: GAS PIPING FOR N_EW HOME -------- - - - -. -~-~---r--~- - - ~-__ ___ ----_-_- . CQI~lTRA v ° ~ RtS) ~' _' _ -::. ' _ .. ~ _^ . _APl'~~ E~~EEES , AEI INTERNATIONAL CORP ~ _ i~ PERMIT 25.00 i I i 1 i I _ - -, , _.._-..__~-~ Inspectian~Rectuired. - _ ,- ROUGH MECHANICAL ~ 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. I si?x.80 is Date: 3/16!88 81 Receipt: 8842526~~ ~- CHECKS ATLANTIC BEACH BUILDING PT. ®8188®83~C21888 -___ .__ __ _._ . _..___..._.._ ...._..__.... __ _ .._..._.. _-...._.M. ___..._.. .-_.._-__._. -.._.-_--. CITY C7F ATLANTIC BE1~C1-i I _ , A4 Pl~_z~.g - 9i }=fin 4 e ~• ~4n ~F~ IViCVrltiiVil~/1L i"Ci"ClVli 1 i .v.... v:::..... ...its • .V~ .i. a rv v.~r -e v..~ v vr~..vv a ....s- - ~ ^~ra~m~iT i~~'~ig~~#'~"!w~ ' ate- ... s:. >., ,~. ...... ...® - -a,r i 1 ^~`I~Tt~N :~~~"~o~~T@~!4_= awn..... .-: va .--- -.a iv/+ ~ -__-- - _ rermit Number i y-- ---- 1y~tsts ~ T11 rLIC:IH LRIVE Address U - `\ ^~~;;~:.' =~~: ~, `t~~::,~!v~~1. ,,i r .,x .,... . I Class of Work: NtW i Township: Range: E3ook: I I~~~o.~~~# a g~fl. 4 I i VrdVJi+V vJ4• > aft^' ~ ~ ~A.! a=- Vii 4J L.L R 1`\iilila_ 9 ~ _ mat,.=='?n ~=~.w~ _ ~-_ ~•~~_ , t~aal L(J~.LV MiV VT• VGVIiVti• i Square Feet: I Subdivision: TIFFANY BY THE SEA f ~ L.91. Yd1{JC. GJV,VVV.VV ~ Td14Ci 1'Wtfitf(JCI. i -- - - f Improv. Cost: ~ J- NER INFQRMATIQN OtM --_---' - Udil: I,bUI'"C~: ~-,n ~ JIL'11LVl~V i Y _ I fVdiTi~`• LCVIVPIRU DILL l Total Fees: 89.00 I ' I Address; 528 pCEAN FRONT DRIVE • aia. i wmount _ ~ uu ' ~ ~ ~itr i vivt i ~ Ht..h, r~ sLLt~ p Hate . a:d• _- ~17d! nnr~ - - ~ _ - • ~-- f - ~~-p~~ ~ rnnrnnnn_nn_ n __ _-- -------------~ ~J!~ork ~esc -~ _~ lNSTALi CFNTR.AL HE.QT AND AIR _ _ i r[1NTR~NT(1r2/Cl IiPPI iC'ATi(1N t`FFC i ~._...,_... _ ._., .,..,..r._ ~gEpCu~S uce-rlrR~a P~Q~COnlnl-rrn~l~; __~ V \ IIL fIL/\111 \II\ i\V IfV I 1 pcpe~i-r n/~ V •1 11 vJ~•V~ I 4 ~~f'? ._~ Fr. _. _ •-• -?.d i1 i\V V4.ii 1 fYli~Vl IFIi YI V/-iL f _ __ Inspections R_eq_uired ______ - -~- ~ x3114 /~ 1 ~ if+/naaP 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 IN PUBLIC SPACE, AND i - #~: 1~~ ~r -~ >=,#e~ ai. '.: E=.~ R., --t i! E3a a-a^e el?I~ rq-e1E1TTS. rzT 's ='4~ =~i'd[, k,-~-` IYIVJI tJL <I Li~!'1fOLIJ Vi- /--fIRU 111111 <_LV !'~Y Y111 UI t-I 1111._.1\ VV1`I 11\Il'\!i V1\ Vi\ VYYI'f Ltd -.. -__ __._ _-. _ --__._- _. ____. -._ --___.-.___- - _.._ _-___-_.. __~__-..I a _ - `iFl11l 1111E 1 [] [_t)MIyL_Y W1TH THf- ('UNti I~tt_)C 1 IUN LItN LAW_ C':%i11i KC~UL t 111i 1 l-1t ~KC3F~t1{ 1 Y I _C31i14N€R ~~Yii`.!C` ~~iCE FAR ~~ii..~..1iNCa r~.'¢~~~Ei~Ei<1T'~" r________ __ __ ----__ __-- _ _ _ , I SSUED ACCORDINu Tr% APPROOfED PLANS WI,ICH ARE PART OF THIS PERK'+T AIY~D -"_+I.i°2~ECT TO RED^CATION cnD \fln+ AT+nN nc ADDI If`At21 C DL?nVlCinl\iC plc t nln/ ? 1 VI\ Y1VLJ"\IIVI• VI /\/ I LIV/\V VL.I I\V ~IIVt VI~V V1 ufv t. ( \ f 1 ~ ~~ __ ~ ~, ~ -3~r -+r~°- ~- _- -- ATLANTIC BEACFyBUILDING D'C~T. `- I `1 I1 i say. ea i ~ Date; 3/P4/06 9I keceipt: 0A4491"i ` CHECKS 16b3 Fi01~~~~32~1~09 - -- - - -"-'tea,. ~'-v. DATE /~ - 2 -7- ~ 9 JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical inspections 1 '~:~ ,,,n~, _---;tin; ~i~Ll)AI ~~_.;;~nU Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADfDRESS ~ 0 O s / !~ D 5L`~firY~ U C~C~-1~i2~ C~~~ . ~o .C,2 /9oa-~ Please call me at 904-247-5826 if you have any questions. Sincerely, l CTS ATLANTIC BEACH BUILDING DEPARTMENT CITY OF _ rg~°~u-ctcc ~ear,~ ~earuda CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 -Fax: 247-5877 ELECTRICAL PERMIT PER - MIT INFORMATION__ _~ _~ ~LOCATiON~1NFORMATION __^__ ~ _ _ ~- - -- - Permit Number: 18985 ____ Address: 2220 ALICIA LANE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NE!N Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):20 Block: Section: ' Square Feet: Subdivision: TIFFANY BY THE SEA Est. Value: 250,000.00 Parcel Number: _ ---- -- -- ' Improv. Cost: - ___ ___, OWNER_iNFORMATION '~ ---- - -- Date Issued: 10/15/1999 Name: LEONARD, BILL Total Fees: 50.00 Address: 528 OCEAN FRONT DRIVE Amount Paid: 50.00 NEPTUNE BEACH, FL 32266 Date Paid: ~'' 10/15/1999~r -~-mm Phone: (000)000-0000 _ Work Desc: PS~00 ALUM SW 200, 1 PH, 3W, 240 V,3" RACEWY OND # 2~-~3"7~M ___-- --- -- --- Cn C'iCC~R~Y,~Ir~. --- ---.--_ - _ APPLICATION FEIrS -- BM 50.00 ~~ ~© _.. _ _,^ lns~ectiions Requ(red--- ---- _ __.._ .. ROUGH ELECTRIC I-1NAL ELECTRIC NOTICE -INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT SE 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" ___-_ __ J ISSUED ACCORDING TO APPROVED PLAN5 WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 'I 350.00 14 '~ I ~ 0003437 '~ _ ` e~-~-- -L'-_ ~ Date: 10/15/4'3 01 Receipt• 634r? - _-- - CHECKS i ATIC BEACH UILDIN EPT. 081g00g3;?21000 CITY OF ATLANTIC BEACH '~ DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 -Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION ~ LOCATION INFORMATION 1 Permit Number: 18953 ', Address: 2220 ALICIA LANE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):20 Block: Section: Square Feet: Subdivision: TIFFANY BY THE SEA Est. Value: 250,000.00 __ Parcel Number: . _ ~_ Improv. Cost: T- __ _ OWNER INFORMATION __ _;. Date Issued: Name: LEONARD, BILL Total Fees: 67.50 ' Address: 528 OCEAN FRONT DRIVE Amount Paid: 67.50 '~, NEPTUNE BEACH, FL 32266 _ Date Paid: 10/11!1999 ~ Phone: (00 Work Desc: 1 SINK,4LAV,2 TUBS,4 CLOSETS,1 SEWER_,1 SHWR,1 __ CONTRAC-'~"OR~S) _ _ _ ~,. ~- JAMES JOLLY PLUMBING ____ ', PERMIT 67.50 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 O~;~NER PAYING TWICE FOR El:lLOlNG lMPRO`lEMENTS'• ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. \ 1 ~ f67.J1 14 ' C1._ ~- Date: 10110199 0I Receipt: 8002~~8 ATLANTIC BEACH UILDI EPT. CHEGK5 0433 ssall~~ae3~21~e13 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: PLUMBING CONTRACTO CONTRACTOR'S ADDRE STATE LICENSE NUMBER: ~ Z~/Yo~ OV ~ TELEPHONE : " ~ - (]~ o, „ HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS LAVATORY ~lBATH TUBS URINALS CLOSETS FLOOR DRAINS SEWER SHOWERS WATER HEATERS DISHWASHERS DISPOSALS WASHING MACHINE SHOWER PANS WATER REPIPE OTHER ~ 'f 50 + $15 00 $3 ` TOTAL FIXTURES: x . . MINIMUM PERMIT FEE - $25.00 5 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 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 piN~ ~~~ ~ ~ CC July 14, 1999 William Leonard 528 Ocean Front Neptune Beach, Florida Dear Bill, - This letter is to confirm that the Architectural Review Board has approved the plan you submitted for construction on lot 20 at Tiffany by the Sea. We look forward to having you as a neighbor and should you need assistance from us in the construction of your home, please do not hesitate to call. Please remember to submit your Stucco color and roof the sample when those selections are made. Sincerely, S acobson J ith Sisler Johnston Safa Mansouri ~ 7.y ~ ~i~ SPA- -~~-~-cxv~r~Q,JS ~I-SS u 85 Nicole Lane • Atlantic Beach, FL 32233 • (904) 249-3000 FAX (904) 249-3004 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOL.E ROAD -ATLANTIC BEACH. FL 32233 -TEL: 247-5826 -FAX: 247-5877 PERMIT lNFORMA ION LOCATION INFORMATION Permit Number: 18580 Address: 2220 ALiCIA LANE Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):20 Block: Section: Square Feet: Subdivision: TIFFANY BY THE SEA Est. Value: 250,000.00 Parcel Number: Improv. Cost: 250,000.00 ~O1IVNER tNFORINATION Date Issued: 7!30/1999 Name: LEONARD, BILL Total Fees: 1,829.66 Address: 528 OCEAN FRONT DRIVE Amount Paid: 1,829.66 - NEPTUNE BEACH, FL 32266 Date Paid: 7/30/1999 Phone: 000 000-0000 Work Desc: CONSTRUCT NEW RESlDENCER PER PLANS -RADON 1222/SCHG 2710 coNTRA : s °. , . APp IcaN FEES ARMSTRONG CONSTRUCTI N PERMIT 1,365.00 WATER tUIETERtTAP 85.00 - RADON GAS-H.R.S. 5.80 RADON CAB 5°~ 0.31 CAPITAL IMPROVE. ~ 325.00 • CROSS CONNECTION 35.00 CONST.SURCHARGE 12.19 SCHARGE/ATL. BCH. 1.36 ins 'ons R aired NOTICE - fNSPECTION$ 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 CAtd RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING lMPROVE.MENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROMS{ONS L1F tAiN. tlperator: t~iERVLE Date: 8!17/99 61 Receipt: 8888184 ATLANTIC BEACH UILDI EPT. Total Paysent f18P9.66 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address '~ ~- ~ ~ ~ C. t ~ (~ ~ /~- /~ ~. Date "~ ~ c1 ' ~ Heated Sauare Footage ~~ ~~ @ $ prr spa Lt = S Garage/S'rxed $ per sq ~ _ Carport%Porcr. ~~ ~d ~ ;der sr =t T a+ ` ~ e Deck c S ~ r s a f ~ o PaL10 f ~~ ~ 'd y p a~- q ~t TOTAL V ALUAT I OPd ~S~ o ~ ~ Total Valuation /~~, bd d Re:r~aining Value ~6~ ,~ 1st $~J~~1r.Q~ ~ Z1~,, `c Ste. per thousand or portion tflereo'= TOTAL BUILDING FEE $ + 1/i Filing Fee ~Ql Fireplaces @ $x5,00 S BUILDING PERMI'T' FEE WATER IMPACT FEE SEWER IMPAC'T' FEE WATER METER,' TAP CAPITAL IMPROVEMEN^ SEWER TAP ~2~~ RADON (HRS ? .005+~ SECTION H PAVING i i F:YDRAULIi~ SHARES CRCSS CONNECTION ~'~ ~ 0~ SURCHARGE . 'J ~~ 5O OTHER GRAND TOTAL DUE = S = S M svc~ao° ~~~ UzJ ov <J,SS ~ `' ~~- ~._ a '~ 2 LS'. O Q :~ i ~,~~~~ 3 S ~ Q_... 7 rO ~ S _~S. 5 ~z. ~ /r ~ - - _- ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp :SwimminaPool Septic Tank Weli Sign Finish Floor Elevation Survey Other CALCULATIONS and/`or NOTES: CITY OF ATLANTIC SF.AC:i FLxture Unit Worksheet for Wacer Iapact Fee FIXTURE UNITS ARE cSTABLISHED AS THE HEASURE'!ENT OF F;ATE~ DF~!~ND ROR FaC7i uATE?; FIXTURE UNIT INSTALLED AND CONNECTED TO TriE CITY wA'"SR SYSTEl, I'HF uATEH SUPPLY CH.~.RGE ZS HEREB'f FIYED AT T'~EVTY DOLL:IRS PEJZ FIXTURE UNIT CONNECZED TO THE CIT'C WATER SYSTE.~'. 3 sATxrioax CROUP CONSISTZ;iG OF uATER CLOSET. LAVATORY 6 BATH TUJi OR 5HOWER STALL (6) ~ ,~ WATEY CLOSET, TANX OPERATED (4)y DA'i~iT1JE/ SHOVER (2 ) SHOilE.4 GROUP PER HE.~D (3 ) SHOSJE3 STALL DOHESTIC (2) 2- LAVATaAY (i) Z ~ uAsalNC ~.ACxZxE C s) :~ II L SH6JAS HER (2) 2- SERVICE S:NK TRa° ST.~ND (a) HATER CLOSP.T VAL`JE OPER.;TED (° ) • URINAL WALL LIP (~} FLOOR DRA_ti' (: ) PDT, SGUL..D~`: SINK ; :, 1 WASci SZVK C:~C:? SS. G= FAUC~':'S (~ ) DE.'YTAI. LAVATORY (i ) ~ITC3Di SINK VZTS 5~1ASTE CRINDF3 {3) ID£: (~) FLIISxZ?1G LL`i SINK (8) QRIHAL, P~£S2AL, SYPHON JET ELOiJ0U7 (Z) LAVATORY . 1lA.RBE'RI HEA UTY SHOP (Z) suRC~oHS slxx (3) v 1ACUZZZ (2) DEY'iAL UNIT CP, CUSPIDOR (? ) URZNAI. S':ALL , WAS'r.OUT (4 ) CO2.SINATT_ON SINK AND TRAY ~'iT FOOD DISPOS. (w) U DRINKI:JG FOUN':AL:i (i /? } LAVATORY, SURGcONS (I) URINAL STALL, WASi-iOUT (4) i TOTAL FIXTURE UNITS 3 ~- ~~ ~ 3ZO. oa EAC;3 s ~ ,~©.b4 .JOB IAFOR.~.ATLON ,2 2 Z ~ ~ L~C(~ ~ 1~` ~~ FLOODPLAIN DEVELOPMENT INFORMATION Location:: ~ ~ Q21~ ~ ~~/N j ~~ ~/1~ ~~~1~' Type of Development: ~~t~ -rSi~/ Gt- fi~/~ j~d,~l,¢ ~ Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant 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 applic p visions of Ordinance No. 25-7-I l and all other laws or ordinances affecting the propo d d ~n Date ~' 2p ~~ Applicant's Signature Department Use: Required Lowest Floor Elevation ~ - As Built Lowest Floor Elevation Survey Filed with Building Department, Building Department Representative CITY OF ATLANTIC BEACH . - TREE REMUVAL APPLICATION AEI applications must be received by 5 P M on the MONDAY prior to the scheduled meeti in rder to be Iced on the a da for onsi erat~o IN LETE APPLICATIONS WILL NOT BE PROCESSED. 1. APPLICANT NAME ADDRESS TELEPHONE 2. ADDRESS OR LEGAL DESCRI TION OF PROPOS TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: 4. SPECIFY TREES PROPOSED FOR REMO'(/AL AS FOLLOWS: ~ NUMBER I SPECIES /I ~IAMETER {DBH) I CONDITION I 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCH S OF TREES TO BE REMO D: '. SPECIFY PR^vPOSED RE LACEYIENT TREES AS FOLLO S: I NUMBER I / SPECIES I DIAML~TER (DBH) I 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH f six inches or greater e) Location, DBH and species of all trees with DBH f less than six inches proposed to be used for mitigation f) Specify trees of uniq e or special character g) Each tree proposed f removal clearly ma d with a "X" h) All existing and new tre s proposed to be sed for mitigation clearly marked with brackets "[ j" I} Location of utilities, ease ents and mat ial storage areas 9. ALL TREES PROPOSED FOR R MOVAL T BE CLEARLY MARKED ON SITE BY ED SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSE CLEARLY MARKED ON SITE BY E CBE USED FOR MITIGATION MUST BE SURVEYORS RIBBON. 11. 1 HEREBY AGREE TO COMPLY WITH ALL ROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OT ERA LICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: APPLICANTS SIGNATURE OWNERS SIGNATURE APPROVED: TREE CONSERVATION BOAF;<D CHAIRMAN DATE DATE TE TREE PROTECTION 7.50 PRi VATS PROTECTED TREE PROPERTY LINE 1 ~-- PROPERTY LINE PRIVATE PROTECTED ~ TREE 20.00' DBH F6"OR MORE I I I-- I I I >~( { I ~ I I~ to I PRIVATE PROTECTED TREE I I~ I I° rPROPERTY I LINE O I OBHOF20"OR MORE I=~ I Imo ~ I low o I (D B H OF 10" OR MORE 1N ~ COMMERCIAL & INDUSTRIAL ~ ~ i ~ PROPERTY) I o ~ ~ owl ~ I I '~ I ------------ -- - ------~ f. ~~ PRIVATE PROTECTED TREE ` D 8 H OF 6° OR MORE 20.00" SIDEWALK PUBLIC PROTECTED TREE D 8 H OF 6" OR MORE (PUBLIC STREET) PROPERTY LINE -l q PROPERTY LINE PRIVATE PROTECTED TREE 7.50' ~ StOEWALK (PUBLIC STREET) A. PRIVATE PROTECTED TREE t. ANY TREE WITH A O B H OF: SIX (6) INCHES OR MORE LOCATED ON ANY LOT WITHIN TWENTY (20) FEET OF A STREET RIGHT-OF-WAY OR REAR PROPERTY LINE. SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY LINE AND TWENTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT. (EXCEPT 10" FOR COMMER- CIAL & INDUSTRIAL PROPERTY) rr 2. ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY, C~PARTMENT OF AGRICULTURE. B. PUBLIC PROTECTED ,TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SiX (6) INCHES OR LARGER WITHIN CITY RIGHT-OF-WAY. C. EXCEPTIONAL SPECIMEN TREE ANY TREE ON PRIVATE OR PUBLIC LANG DESIGNATED BY THE CITY COUNCIL AS A SPECIMEN TREE. TREEPRO ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* _ The higher the score, the more efficient the home. 1. New home or addition 2. Single family or multifamily 3. Number of units, if multifamily 4. Number of bedrooms 5. Is this a worst case? (yes or no) 6. Conditioned floor azea 7. Glass type & azea - a. Single pane, clear b. Single pane, tinted c. Double pane, cleaz d. Double pane, tinted 8. Floor types, Insulation level a. Slab-on-grade, edge insulation . b. Wood, raised c. Concrete, raised 9. Wall types, Insulation level Exterior a. Wood frame b. Metal frame c. Concrete block d. Log e. Other: 1 a. Wood frame b. Metal frame ~~ c. Concrete block d. Log e. Other: 10. Ceiling types, Insulation level a. Under attic b. Single assembly c. Knee walls/skylight walls d. Radiant barrier installed 11. Ducts; Location & Insulation Level a. Supply ducts: R= b. Return ducts: R= 12. Cooling systems Capacity: a. Split system SEER: sq.ft. b. Single package SEER: c. Groundlwater source COP: sq.ft. d. Room unit EER: sq.ft. e. PTAC EER: sq.ft. f. Gas-driven COP: sq.ft. 13. Heating systems Capacity: a. Split system heat pump HSPF: R= b. Single package heat pump HSPF: R= c. Electric resistance - COP: R= d. Gas furnace, natural gas AFUE: e. Gas furnace, LPG AFUE: ` f. Gas-driven heat pump COP: R= g. Combination water/space gas systems Recov.Eff.:_ R= 14. Water heating systems R= a. Electric resistance EF: R= b. Gas-fired, natural gas EF: R= c. Gas-fired, LPG EF: d. Solar system with tank EF: R= e. Dedicated heat pump with tank EF: R= f. Heat recovery unit HeatRec%:_ R= g. Other: R= 15. HVAC credits claimed R= a. Ceiling fans • b. Cross ventilation R= c. Whole house fan R= , d. Multizone cooling credit R= e. Multizone heating credit f. Programmable thermostat 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 Cazd will be completed based on Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip *NOTE.• The home's estimated energy performance score is only available through the FLARES computer program. This is rat a Building Energy Rating. If your score is 80 or greater (or 86 fora US EPA/DOE Energy Star'' designation), your home may qualify for energy efficiency 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. ENERG For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for DCA Form 600A-93 Or Form 6006-93 Y GUIDE 0 10 20 30 40 50 xcellen60 70 good 80 90cceptab00 The maximum allowable EPI is 100. The lower the EPI the more efficient the home. ITEM WINDOWS ............................................. INSULATION ......................................... Ceiling R-Value .......................... Wall R-Value .......................... Floor R-Value .......................... AIR CONDITIONER ............................... SEER / EER ....................................... •,: HEATING SYSTEM ............................... Electric COP /HSPF ................... Gas AFUE ............................. WATER HEATER .................................. Electric EF .................................. Gas EF .................................. Solar EF .................................. OTHER FEATURES .............................. HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT R-1o R-30 R-0 R-7 R-0 R-19 10.0 SEER 17.0 9.7 EER 16.0 6.8 HSPF 12.0 .78 AFUE .90 .88 .96 .6a .90 ~40 .80 1 certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip Florida Energy Code for Building Construction-1993 Florida Department of Community Affairs FL-EPL CARD 93 PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: OWNER: /..~ ! C [ ~ E O N A- /L l~ [,+/~ 1. Determine Occupancy Classification of the structure. Select occupancy classification ~- 3 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 62) [y] b. Determine grade elevation for building. (Grade definition Chapter B2) [~]' c. Determine building height in feet above grade. (Height definition Chapter B2) [,/]" d. Determine building height in stories. (Story definition Chapter B2) [~ e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 62) [ ~ f. Determine percent of exterior openings per floor. [~ 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter B6) / [ v]~ a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table 8500) [ ~ b. Check allowable height and area increases permitted. (Chapter 65) [~ 4. Check detailed Occupancy requirements. (Chapter B4) jdJ' S. Check detailed Construction requirements [~ a. Fire Protection of Structural Members (Chapter B6 & Table 8600) [„}/ b. Fire Protection Requirements (Chapter B7 and Table B700) [ p,}~ c. Means of Egress Requirements (Chapter B10) [~ 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 B16 - B26) [.~ 7. Check other requirements as necessary. [,~% a. Construction projecting into public property (chapter B32) [~]' b. Elevators and conveying systems (Chapter B30) [,~]' c. Sprinklers, standpipes and alarm systems (Chapter B9) [~ d. Use of combustible materials on the interior (Chapter B8) [ e. Roofs and roof structures (Chapter 615) ~ [ f. Light, ventilation and sanitation (Chapter B12) [ ] g. Other -~-~4-g~ Date CITY OF ATLANTIC BEACH BUILDING DEPARTMENT By: < Don C. Ford, Build ng Official don/sb.1 .-~....,,,,_ri C / =ca!/ ~~ ~ I ~ ~ ~ ~C~L,L July 14, 1999 William Leonard 528 Ocean Front Neptune Beach, Florida Dear Bill, "This letter is to confirm that the Architectural Review Board has approved the plan you submitted for construction on lot 20 at Tiffany by the Sea. We look forward to having you as a neighbor and should you need assistance from us in the construction of your home, please do not hesitate to call. Please remember to submit your Stucco color and roof the sample when those selections are made. Sincerely, Sa acobson J ith Sisler Johnston Safa Mansouri 85 Nicole Lane • Atlantic Beach, FL 32233 • (904) 249-3000 FAX (904) 249-3004 ~.. LEONARD RESIDENCE HVAC LOAD ANALYSIS far Dane Armstrong Construction 127 6th Avenue South Jacksonville Beach, FL 32250 Prepared By: Andy Bryan Ocean State Heating & Air Conditioning 1476 Atlantic Boulevard Neptune Beach, FL 32266 (904) 249-8251 2-10-99 ~;. RHVAC -Residential & Light Commercial HVAC loads Program ~ Elite Software Development, Inc.^ Ocean State Htg & A/C Leonard Residence Neptune Beach, FL 32266-1798 2-10-99 Page 2 Project Summary I, Design Data Project Name: Leonard Residence Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 'Check Figures Total Building Supply CFM: 2702 CFM per square foot: 0.997 Square feet of room area: 2,710 Square feet per ton: 421.229 Building Loads Total heating required with outside air: 1 74,600 Btuh 74.600 MBH Total sensible gain: 59,446 Btuh 88 Total latent gain: 7,880 Btuh 12 °lo Total cooling required with outside air: 67,326 Btuh 5.61 Tons (based on sensible + latent) 6.434 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday, February 18, 1999 RHVAC -Residential 8 Light Commercial HVAC Loads Program Elite Software Develop ment, Inc. Ocean State Htg & A/C Leonard Residence Neptune Beach, FL 32266-1798 2-10-99 Page 3 j Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain ', 3C Window Double Pane Clear Glass Metal Frame 632 20,620 0 27,880 27,880 71 Skylight Double Plastic Dome/Clear Glass Metal Frame 16 630 0 2,294 2,294 80 Glass Door Double Clear Glass Metal Frame 144 4,698 0 5,910 5,910 91 French Door Double Clear Glass Metal Frame 92 3,121 0 2,153 2,153 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 1,405 3,794 0 2,073 2,073 13C Part R-11 + 1/2" Gypsum(R-0.5) 395 800 0 568 568 14B Wall 8" or 12" Block + R-5 923 5,980 0 2,301 2,301 16G Ceiling R-30 Insulation 1,584 2,353 0 2,353 2,353 201 Floor Over Open Crawl Carpet + R-19 390 843 0 299 299 22A Slab on Grade No Edge Insulation 164 5,978 0 0 0 Subtotals for structure: 5,745 48,817 0 45,831 45,831 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 Ductwork: 0 3,551 0 5,405 5,405 Infiltration: Winter CFM: 449.1, Summer CFM: 199.6 884 22,232 6,960 4,610 11,570 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 59,446 Temperature Swing Multiplier: X1.00 Building Load Totals: 74,600 7,880 59,446 67,326 Check Figures Total Building Supply CFM: 2702 CFM pe r square foot: 0.997 Square feet of room area: 2,710 Square feet per ton: 421.229 Building Loads Total heating required with outside air: 74,600 Btuh 74.600 MBH Total sensible gain: 59,446 Btuh 88 Total latent gain: 7,880 Btuh 12 Total cooling required with outside air: 67,326 Btuh 5.61 Tons (based on sensible + latent) 6.434 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. Afl computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. ------ Thursday, February 18, 1999 4 RHVAC -Residential & Light Commercial HVAC Loads Program ~ Elite Software Development, Inc. Ocean State Htg & A!C Leonard Residence Neptune Beach, FL 32266-1798 2-10-99 Page 4 ', j System #1 Summary Loads ~, i 'Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain '~~ 3C Window Double Pane Clear Glass Metal Frame 211 6,884 0 10,912 10,912 80 Glass Door Double Clear Glass Metal Frame 48 1,566 0 2,467 2,467 91 French Door Double Clear Glass Metal Frame 48 1,629 0 1,123 1,123 13C Part R-11 + 1/2" Gypsum(R-0.5) 395 800 0 568 568 14B Wall 8" or 12" Block + R-5 923 5,980 0 2,301 2,301 16G Ceiling R-30 Insulation 112 166 0 166 166 22A Slab on Grade No Edge Insulation 164 5,978 0 0 0 Subtotals for structure: 1,901 23,003 0 17,537 17,537 i Active People: 3 0 690 900 1,590 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 0 1,603 0 2,152 2,152 Infiltration: Winter CFM: 183.2, Summer CFM: 81.4 307 9,071 2,840 1,881 4,721 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 23,670 Temperature Swing Multiplier: X1.00 System Load Totals: 33,677 3,530 23,670 27,200 Check Figures Supply CFM: 1,076 CFM per square foot: 0.88 Square feet of room area: 1,222 Square feet per ton: 477.029 System Loads Total heating required with outside air: 33,677 Btuh 33.677 MBH Total sensible gain: 23,670 Btuh 87 Total latent gain: 3,530 Btuh 13 Total cooling required with outside air: 27,200 Btuh 2.267 Tons (based on sensible + latent) 2.562 Tons {based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday, February 18, 1999 RHVAC -Residential & Light Commercial HVAC Loads Program ~ Elite Software Development, Inc. Ocean State Htg & A/C Leonard Residence Neptune Beach, FL 32266-1798 2-10-99 Page 5 ~ j System #2 Summary Loads ! Component Area Sen. Lat. Sen. Total i Description Quan Loss Gain Gain Gain ! 3C Window Double Pane Clear Glass Metal Frame 421 13,736 0 16,968 16,968 71 Skylight Double Plastic Dome/Clear Glass Metal Frame 16 630 0 2,294 2,294 80 Glass Door Double Clear Glass Metal Frame 96 3,132 0 3,443 3,443 91 French Door Double Clear Glass Metal Frame 44 1,492 0 1,030 1,030 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 1,405 3,794 0 2,073 2,073 16G Ceiling R-30 Insulation 1,472 2,187 0 2,187 2,187 201 Floor Over Open Crawl Carpet + R-19 390 843 0 299 299 Subtotals for structure: 3,844 25,814 0 28,294 28,294 Active People: 1 0 230 300 530 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 0 1,948 0 3,253 3,253 ' Infiltration: Winter CFM: 265.9, Summer CFM: 118.2 577 13,161 4,120 2,729 6,849 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 35,776 Temperature Swing Multiplier: X1.00 System Load Totals: 40, 923 4, 350 35, 776 40,126 Check Figures Supply CFM: 1,626 Square feet of room area: 1,488 CFM per square foot: 1.093 Square feet per ton: 384.311 System Loads Total heating required with outside air: 40,923 Btuh 40.923 MBH Total sensible gain: 35,776 Btuh 89 °lo Total latent gain: 4,350 Btuh 11 Total cooling required with outside air: 40,126 Btuh 3.344 Tons (based on sensible + latent) 3.872 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday, February 18, 1999 RHVAC -Residential & Light Commercial HVAC Loads Program ~ Ocean State Htg & A!C ~ Neptune Beach, FL 32266-1798 2-10-99 Elite Software Development, Inc. Leonard Residence Page 6 ' Room Load Summary Reports System #1 Room Load Summary Room Area Sens Nom Duct Sens Lat Nom Adj Adj Sys No Description I SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM ---Zone 1--- ! 1 Bedroom 2 234 7 980 104 0-0 6 027 822 274 1.25 342 274 2 Bath 2 91 1,412 18 0-0 734 111 33 1.18 40 33 3 LaundryiWar 175 1,276 17 0-0 1,649 0 75 1.00 75 75 ' ' drobe 4 Bath Suite 217 7,693 100 0-0 5,114 657 232 1.35 314 232 ' 5 Master 338 10,236 133 0-0 8,140 1,496 370 1.00 370 370 Bedroom 6 Foyer 167 5,080 66 0-0 2,006 444 91 1.00 91 91 System 1 Totals 1222 33,677 437 23,670 3,530 1,076 1,232 1,076 Main Trunk Size: 16x12 in. System #1 Cooling System Summary Cooling Sensible/ Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.267 87%/13% 23,670 3,530 27,200 Recommended: 2.562 77%/23% 23,670 7,070 30,740 System #1 Equipment Data Heatin g System Coolin g System Thursday, February 18, 1999 RHVAC -Residential 8 Light Commercial HVAC Loads Program ~ Elite Software Development, Inc. Ocean State Htg 8~ A/C Leonard Residence Neptune Beach, FL 32266-1798 2-10-99 Page 7 Room Load Summary Reports I System #2 Room Load. Summary ntg n1:g rcun ~.ig wig wig gone ~,Ig t11r ', Room Area Sens Nom Duct Sens Lat Nom Adj Adj Sys j No Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM ---Zone 1--- - -- 7 Breakfast/Kit 325 11,367 148 0-0 12,771 1,200 581 1.18 687 581 chen 8 Dining 247 6,345 82 0-0 4,337 578 197 1.05 207 197 Room 9 Living Room 364 12,796 166 0-0 11,856 1,400 539 1.00 539 539 10 Upper Foyer 162 2,487 32 0-0 1,458 257 66 1.00 66 66 11 Bath 123 1,084 14 0-0 637 57 29 1.00 29 29 Room/Powde r 12 Bedroom 3 267 6,844 89 0-0 4,717 858 214 1.25 268 214 System 2 Totals 1488 40,923 531 35,776 4,350 1,626 1,796 1,626 Main Trunk Size: 2 2x14 in. System #2 Cooling System Summary Cooling Sensible/Latent Sensible Latent Totai Tons Split Btuh Btuh Btuh ', Net Required: 3.344 89%/11% 35,776 4,350 40,126 Recommended: 3.872 77°10/23% 35,776 10,686 46,462 -_- - _ ___ Thursday, February 18, 1999 TRANSMITTAL DCCLTi~!ENT FOR JEA SAT ~ : ~ -- ! 4- a.oc~v The ~ol'_owing permits have passed "rough" inspecticn: ~erm~;t Nn. Address J ~~~ ~ ~ 2 ~-2-cU ~ ~ ~~ .^:^vE:>::fl3Q.~i:?:aE`::^. ~':::C~~'.~.3~'4'.{:L~'.'78.~.E$:iES::i.'~~..i$Y~EsC...~Z::'~3:_ _ ~~SS2 pCc ~~ %OUr L'eC ;rCS ~CCCrd~nCyl,r. T'zank v t I Lu _:'i G.._C /'7CC F Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: Single Family Home BUILDER: Dane Armstrong AND ADDRESS: Lot 20 Tiffany-by-th PERMITTING CLIMATE Atlantic Beach, FL OFFICE: City of Atla ZONE: l~_I 2I_I 3~_~ OWNER: Leonard Residence PERMIT NO. JURISDICTION N0. CK 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily-No. of units 4. If Multifamily, is this a worst case (yes/no) 5. Conditioned floor area (sq.ft.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 8. Glass area and type: a. Clear Glass b. Tint, film or solar screen 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) b. Wood, raised (R-value, area ) l0.Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R-value) a. Exterior: 2. Wood frame (Insulation R-value) a. Adjacent: 2. Wood frame (Insulation R-value) 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) a. Under attic (Insulation R-value) 12.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system 14.Heating System: 15.Hot water system: 16.Hot Water Credits: (HR-Heat Recovery, 1. New Construction _ 2. Single-Family _ 3. 0 _ 4. _ 5. 2709.00 _ 6. 2.00 _ 7. 5.00 _ Single Pane Double Pane 8a. O.Osgft 3-~$.~OOsgft 8b. O.Osgft~lJ0.00sgft _ 9a.R= 0.00 16//4.00 ft _ 9b.R=19.00 389.50 sgft 10a-1 R=12.00, 923.OOsgft_ 10a-2 R=19.00, 1405.OOsgft 10a-2 R=11.00, 395.OOsgft_ 11a.R=19.00 73.OOsgft 11a.R=30.00 1632.OOsgft 12a. R= 6.00 uncond 13. Type: Central A/C ~/~ SEER: 10.50 14. Ty e: Heat Pump ~(/ HSPF: 7.30 15. Type: LP Gas EF: 0.66 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF MZ HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 98.61 a. Total As_Built points 19a. 41470.75 b. Total Base points 19b. 42053.21 ---------------------------------------- I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Code. PREPARED BY: DATE : --~ j 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 in accordance with Section 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: I BUILDING OFFICIAL: DATE: DATE: ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 --------------- 606.1 ------------------------------ COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. - Windows --------- 606.1 ------------------------------------------------------ Maximum of 0.34 CFM per linear foot of operable sash ---------------- ------- - crack (includes sliding glass doors). - Exterior & - 606.1 ----------------------------------------------------- Maximum of 0.5 CFM per sq. ft. of door area: solid Adjacent Doors -------- core, wood panel,insulated or glass doors only. -------- Exterior Joints --------- 606.1 ------------------------------------------------------ To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. ---------------- PRACTICE #2 ----------- --------- 606.1 ------------------------------------------------------ COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ----- Exterior walls --------- 606.1 ------------------------------------------------------ Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ---------------- Exterior Walls --------- 606.1 ------------------------------------------------------ Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ---------------- DuctWork ---------------- --------- 606.1 --------- ------------------------------------------------------ Ductwork in unconditioned space must be sealed. ---------------------- Fireplaces 606.1 -------------------------------- Equipped with outside combustion air, doors and flue ---------------- --------- dampers. ------ - Exhaust Fans 606.1 - ---------------------------------------------- Equipped with dampers. Combustion devices see 606.1.A.2. ---------------- Combustion --------- 606.1 ------------------------------------------------------ Be in unconditioned space (except direct vent), draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use ---------------- --------- intermittent ignition. ------------------------ ------------------------------ ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) ** ---------------- Water Heaters --------- 612.1 ------------------------------------------------------ Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. --------------- Swimming Pools ---------- 612.1 ------------------------------------------------------ Spas and heated pools must have covers (except solar & Spas heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal --------------- ---------- efficiency of 78 percent. ----------------------- Shower Heads 612.1 ------------------------------- Water flow must be restricted to no more than 3 gal- --------------- --------- lons per minute at 80 PSIG. ------------------------------ HVAC Duct 610.1 ------------------------- All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610.1.ABC.2 & 610.1.ABC.3. Duct in attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet. --------------- HVAC Controls --------- 607.1 ------------------------------------------------------- Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- Insulation 604.1 Ceilings minimum R-19. Common Walls - Frame R-11 or 602.1 CBS R-3 both sides. Common ceiling & floors R-11. ------------------------------------------------------------------------------- ******************************************************************************* SUMMER CALCULATIONS ******************************* ******************* ***** *************** ********* __= BASE _ _= I =_= AS-BU ILT =__ GLASS------- -------- - -- --------- ORIEN AREA ------------ x BSPM = -------- POINTS ----- TYPE SC ORIEN AREA x SPM x SOF = POINTS N 250.00 65.8 ----- 16450.0 - ---- DBL ----- CLR ---------- N ----- 32.0 ----------- 38.3 ---- .95 --------- 1170.4 DBL CLR N 48.0 38.3 .88 1623.9 DBL CLR N 22.0 38.3 .52 434.8 DBL CLR N 64.0 38.3 .90 2208.8 DBL CLR N 36.0 38.3 .80 1099.3 DBL CLR N 8.0 38.3 .82 249.9 DBL CLR N 40.0 38.3 .86 1319.2 NE 90.00 65.8 5922.0 DBL CLR NE 48.0 57.7 .94 2617.3 DBL CLR NE 42.0 57.7 .90 2178.4 E 189.00 65.8 12436.2 DBL CLR E 21.0 79.7 .86 1439.4 DBL CLR E 32.0 79.7 .96 2454.8 DBL CLR E 48.0 79.7 .57 2180.6 DBL CLR E 24.0 79.7 .31 593.0 DBL CLR E 64.0 79.7 .91 4624.7 SE 9.00 65.8 592.2 DBL CLR SE 9.0 79.1 .36 254.6 S 170.00 65.8 11186.0 DBL CLR S 16.0 66.2 .93 987.7 DBL CLR S 12.0 66.2 .92 728.9 DBL CLR S 24.0 66.2 .93 1481.6 DBL CLR S 26.0 66.2 .93 1605.0 DBL CLR S 24.0 66.2 .79 1255.2 DBL CLR S 42.0 66.2 .84 2335.5 DBL CLR S 4.0 66.2 .31 82.1 DBL CLR S 22.0 66.2 .37 542.1 SW 38.00 65.8 2500.4 DBL CLR SW 16.0 79.1 .95 1199.2 DBL CLR SW 22.0 79.1 .88 1535.2 W 122.00 65.8 8027.6 DBL CLR W 32.0 79.7 .96 2454.8 DBL CLR W 42.0 79.7 .91 3035.0 DBL CLR W 48.0 79.7 .57 2180.6 HZ ---- 16.00 -- - 65.8 1052.8 DBL CLR HZ 16.0 267.0 1.00 4272.0 .15 - ---- x COND. ------- FLOOR / ------------ TOTAL GLASS --------- = ADJ. ---------- x GLASS ----- = ----------- ADJ GLASS ---- --------- GLASS ---- AREA --------------- AREA -------- FACTOR POINTS POINTS POINTS .15 2,709.00 ---- 884.00 ---- ----- .460 ---------- 58,167. ----- 20 ----------- 26,737.83 ---- ~ --------- 48,143.73 NON GLASS--- ------- -- ---- AREA ------- x BSPM -------- = POINTS TYPE R- VALUE AREA x SPM POINTS WALLS------- ------- ----------- -- - --- ------ ---------- ----- ---------- ----- --------- Ext 2328.0 .9 2095.2 Ext Wood Frame 19.0 1405.0 .90 1264.5 Ext NormWtBlock In 12.0 923.0 .38 346.1 Adj 395.0 .7 276.5 Adj Wood Frame 11.0 395.0 .70 276.5 DOORS---------------- CEILINGS------------- UA 1600.0 .6 960.0 FLOORS--------------- Slb 164.0 -37.0 -6068.0 Rsd 389.5 -4.0 -1554.1 Under Attic Under Attic Slab-on-Grade Rsd Wood-Pier/Post 30.0 1632.0 .60 979.2 19.0 73.0 1.10 80.3 .0 164.0 -41.20 -6756.8 19.0 389.5 -1.10 -428.5 INFILTRATION----- 2709.0 8.0 21672.0 ~ Practice #2 2709.0 8.00 21672.0 TOTAL SUMMER POINTS ------ --------- ------- --------- 44,119.43 65,577.11 TOTAL x SYSTEM = ---- COOLING ---------- TOTAL x -------------- CAP x DUCT x --------- SYSTEM x ------- CREDIT --------- = COOLING SUM PTS MULT ------------------- POINTS ----------- COMPON ----- RATIO MULT MULT MULT POINTS 44,119.43 .37 16,324.19 1 ----- 65,577.11 -------------- 1.00 1.100 --------- .320 ------- .817 --------- 18,858.93 WINTER CALCULATIONS ******************************* ******************* ***** ************************ __= BASE _ _= I =_= AS-BU ILT =__ GLASS------- -------- - ------- ----- -------- ORIEN AREA ------------ x BWPM = -------- POINTS ---------- TYPE SC ORIEN AREA x WPM x WOF = POINTS N 250.00 -10.6 -2650.0 - ---- DBL ----- CLR ---------- N ----- 32.0 ----------- 7.3 ----- 1.07 -------- 249.4 DBL CLR N 48.0 7.3 1.17 410.0 DBL CLR N 22.0 7.3 1.76 283.2 DBL CLR N 64.0 7.3 1.14 534.2 DBL CLR N 36.0 7.3 1.30 341.4 DBL CLR N 8.0 7.3 1.27 74.3 DBL CLR N 40.0 7.3 1.20 351.4 NE 90.00 -10.6 -954.0 DBL CLR NE 48.0 4.6 1.14 251.2 DBL CLR NE 42.0 4.6 1.26 242.8 E 189.00 -10.6 -2003.4 DBL CLR E 21.0 -9.2 .62 -119.8 DBL CLR E 32.0 -9.2 .89 -261.3 DBL CLR E 48.0 -9.2 -.24 106.0 DBL CLR E 24.0 -9.2 - 1.29 284.8 DBL CLR E 64.0 -9.2 .74 -433.7 SE 9.00 -10.6 -95.4 DBL CLR SE 9.0 -22.7 -.07 14.7 S 170.00 -10.6 -1802.0 DBL CLR S 16.0 -28.4 .97 -440.8 DBL CLR S 12.0 -28.4 .96 -328.3 DBL CLR S 24.0 -28.4 .97 -661.2 DBL CLR S 26.0 -28.4 .97 -716.2 DBL CLR S 24.0 -28.4 .89 -603.6 DBL CLR S 42.0 -28.4 .92 -1102.7 DBL CLR S 4.0 -28.4 -.40 45.4 DBL CLR S 22.0 -28.4 -.15 94.4 SW 38.00 -10.6 -402.8 DBL CLR SW 16.0 -22.7 .95 -344.1 DBL CLR SW 22.0 -22.7 .88 -440.6 W 122.00 -10.6 -1293.2 DBL CLR W 32.0 -9.2 .89 -261.3 DBL CLR W 42.0 -9.2 .74 -284.6 DBL CLR W 48.0 -9.2 -.24 106.0 HZ ---- 16.00 -- -10.6 -169.6 DBL CLR HZ 16.0 -57.7 1.00 -923.2 .15 ------ x COND. ------- FLOOR / ------------ TOTAL GLASS --------- = ADJ. ---------- x GLASS ----- = ----------- ADJ GLASS ----- -------- GLASS ---- AREA --------------- AREA ------------ FACTOR ------ - POINTS POINTS POINTS .15 2,709.00 884.00 - - .460 ---------- -9,370. ----- 40 ----------- -4,307.31 ----- ~ - -------- 3,532.39 NON GLASS--- ------- -- -- ----- -------- ---- AREA -------- x BWPM ------- = POINTS ------- TYPE R- VALUE AREA x WPM = POINTS WALLS------- ------- ---- -- - ---- ----- ---------- ----- ----------- ----- -------- Ext 2328.0 2.2 5121.6 Ext Wood Frame 19.0 1405.0 2.20 3091.0 Ext NormWtBlock In 12.0 923.0 2.86 2642.1 Adj 395.0 3.6 1422.0 Adj Wood Frame 11.0 395.0 3.60 1422.0 DOORS---------------- CEILINGS------------- UA 1600.0 1.2 1920.0 FLOORS--------------- Slb 164.0 8.9 1459.6 Rsd 389.5 1.0 373.9 Under Attic Under Attic Slab-on-Grade Rsd Wood-Pier/Post 30.0 1632.0 1.20 1958.4 19.0 73.0 2.00 146.0 .0 164.0 18.80 3083.2 19.0 389.5 1.90 740.0 INFILTRATION 2709.0 7.4 20046.6 I Practice #2 2709.0 7.40 20046.6 ------- ____-_----- TOTAL WINTER POINTS -------- ' 26,036.41 29,596.95 TOTAL x SYSTEM = HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT HEATING WIN PTS MULT POINTS f COMPON RATIO MULT ---- MULT ------------ MULT ------- POINTS --------- ------------------- 26,036.41 .55 ---------- 14,320.03 ------------------ 129,596.95 1.00 1.100 .466 .950 14,412.83 ******************************************************************************* WATER HEATING ******************************************************************************* __= BASE ___ ~ __= AS-BUILT =__ -_-------- ------------- - NUM OF x MULT = TOTAL ~ TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATTO MULT 3 3803.0 11,409.00 ~ 50 .66 1.000 2733.0 1.00 8,199.00 ******************************************************************************* SUMMARY ******************************************************************************* __= BASE _-= I =_= AS-BUILT =__ COOLING HEATING - HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS 16324.2 14320.0 11409.0 42,053.21 ~ 18858.9 14412.8 8199.0 41,470.75 ***************** * EPI = 98.61 ***************** For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 I----------------- The maximum allowable EPI is 100. The RESIDENTIAL ENERGY ITEM HOME VALUE WINDOWS .....................Double Cl~ EPI= 98.6 50 60 70 80 90 100 ----------------------X-~ lower the EPI the more efficient the home PERFORMANCE RATING SHEET Low Efficiency High Efficiency SINGL CLR DBL TINT gar ~-------------X-------I INSULATION .................. Ceiling R-Value......... 29.5 Wall R-Value......... 15.5 Floor R-Value......... 13.4 AIR CONDITIONER ............. SEER/EER .................. 10.5 HEATING SYSTEM .............. Electric COP/HSPF........ Gas AFUE............ ENERGY GUIDE R-10 R-30 -------------------X-~ R-0 R-7 (--------------------XI R-0 R-19 --------------X------I 10.0 SEER 17.0 -X-------------------I 9.7 EER 16.0 6.8 HSPF 12.0 7.3 I-X-------------------~ 0.78 AFUE 0.90 0.00 I---------------------~ WATER HEATER ................ Electric EF .............. 0.00 Gas EF .............. 0.66 Solar EF .............. OTHER FEATURES .............. I certify that these energy saving featur Energy Code have been installed in this h Builder 0.88 0.96 0.54 0.90 ------X--------------I 0.40 0.80 ---------------------I Address: Signature: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs rida Date : ~ ~~"~-~°~ FL-EPL CARD93 .. For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for DCA Form 600A-93 or Form 600B-93 ENERGY GUIDE EPI= 98.6 0 10 20 30 40 50 60 70 80 90 100 (---------------------------------------X-~ The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS .....................Double Clear I-------------X-------~ INSULATION .................. Ceiling R-Value......... 29.5 Wall R-Value......... 15.5 Floor R-Value......... 13.4 AIR CONDITIONER ............. SEER/EER .................. 10.5 HEATING SYSTEM .............. Electric COP/HSPF........ Gas AFUE............ WATER HEATER ................ Electric EF .............. Gas EF .............. Solar EF .............. OTHER FEATURES .............. R-10 R-30 -------------------X-~ R-0 R-7 --------------------XI R-0 R-19 ~--------------X------~ 10.0 SEER 17.0 -X-------------------I 9.7 EER 16.0 6.8 HSPF 12.0 7.3 I-X-------------------I 0.78 AFUE 0.90 0.00 I---------------------I 0.88 0.96 0.00 I---------------------I 0.54 0.90 0.66 ~------X--------------~ 0.40 0.80 I certify that these energy saving features Energy Code have been installed in this hou Builder Address: Signature: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs Florida Date 7'~S FL-EPL CARD93 Department of Community Affairs FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A PROJECT NAME: Single Family Home BUILDER: Dane Armstrong AND ADDRESS: Lot 20 Tiffany-by-th PERMITTING CLIMATE Atlantic Beach, FL OFFICE: City of Atla ZONE: ll_~ 2 OWNER: Leonard Residence PERMIT N0. JURISDICTION 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily-No. of units 4. If Multifamily, is this a worst case (yes/no) 5. Conditioned floor area (sq.ft.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 8. Glass area and type: a. Clear Glass b. Tint, film or solar screen 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) b. Wood, raised (R-value, area ) l0.Net Wall type area and insulation: SN: 5056 NORTH _~ 3~_~ N0. CK 1. New Construction 2. Single-Family 3. 0 4. 5. 2709.00 6. 2.00 7. 5.00 Single Pane Double Pane 8a. O.Osgft 884.OOsgft 8b. O.Osgft O.OOsgft 9a.R= 0.00 164.00 ft 9b.R=19.00 389.50 sgft 923.OOsgft_ 1405.OOsgft 395.OOsgft_ a. Exterior: 1. Concrete (Insulation R-value) 10a-1 R=12.00, a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R=19.00, a. Adjacent: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) a. Under attic (Insulation R-value) 12.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system 14.Heating System: 15.Hot water system: 16.Hot Water Credits: (HR-Heat Recovery, DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) a. Total As_Built points b. Total Base points I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Code. PREPARED BY: DATE : ~ -'/ -~S f' 11a.R=19.00 73.OOsgft_ 11a.R=30.00 1632.OOsgft 12a. R= 6.00 uncond 13. Type: Central A/C ~ SEER: 10.50 14. Type Heat Pump HSPF: 7.30 15 . ~yp(e : LP Gas EF: 0.66 16. 17. 2 18. CF MZ 19. 98.61 19a. 41470.75 19b. 42053.21 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 in accordance with Section 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: I BUILDING OFFICIAL: DATE: DATE: Department of Community Affairs SN: FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A PROJECT NAME: Single Family Home BUILDER: Dane Armstrong AND ADDRESS: Lot 20 Tiffany-by-th PERMITTING CLIMATE Atlantic Beach, FL OFFICE: City of Atla ZONE: 1~_~ 2~_~ 3 OWNER: Leonard Residence PERMIT N0. JURISDICTION N0. 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily-No. of units 4. If Multifamily, is this a worst case (yes/no) 5. Conditioned floor area (sq.ft.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 8. Glass area and type: a. Clear Glass b. Tint, film or solar screen 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) b. Wood, raised (R-value, area ) l0.Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R-value) a. Exterior: 2. Wood frame (Insulation R-value) a. Adjacent: 2. Wood frame (Insulation R-value) 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) a. Under attic (Insulation R-value) 12.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system 14.Heating System: 15.Hot water system: 16.Hot Water Credits: (HR-Heat Recovery, DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) a. Total As_Built points b. Total Base points ---------------------------------------- I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Code. PREPARED BY: DATE : ~ - ~ ~-•- Cs 5056 NORTH ~_~ CK 1. New Construction _ 2. Single-Family _ 3. 0 _ 4. _ 5. 2709.00 _ 6. 2.00 _ 7. 5.00 _ Single Pane Double Pane 8a. O.Osgft 7~SS:OOsgft 8b. O.Osgft ~~O.OOsgft 9a.R= 0.00 164.00 ft 9b.R=19.00 389.50 sgft 10a-1 R=12.00, 923.OOsgft_ 10a-2 R=19.00, 1405.OOsgft 10a-2 R=11.00, 395.OOsgft 11a.R=19.00 73.OOsgft_ 11a.R=30.00 1632.OOsgft 12a. R= 6.00 uncond 13. Type: Central A/C ~~r SEER: 10.50 r HSPF: 7.30 15. yp~: LP Gas EF: 0.66 16. 14. Typ Heat Pump 17. 2 18. CF MZ 19. 98.61 19a. 41470.75 19b. 42053.21 --------------------------------------- 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 far compliance in accordance with Section 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT : BUILDING OFFICIAL : ~.J ~'-^ ~" ~"`---- DATE: f DATE: °~ -~~ ~ ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606.1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. - ----- ------ - - - - - - ---------------- Windows --------- 606.1 - - - - - -------- - - --------------------- Maximum of 0.34 CFM per linear foot of operable sash crack (includes sliding glass doors). ---------------- Exterior & --------- 606.1 ------------------------------------------------------ Maximum of 0.5 CFM per sq. ft. of door area: solid Adjacent Doors core, wood panel insulated or glass doors only. ------------- - -- - - - - - ---------------- Exterior Joints --------- 606.1 ------------------- - - -- ----- --- - - - To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. -- --------------- PRACTICE #2 ---------- 606.1 ---------------------------------------------------- COMPLY WITH PRACTICE #1 AND THE FOLLOWING: -------- - - --------------- Exterior Walls ---------- 606.1 - - ------------------------------------------ Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------- - --------------- Exterior Walls ---------- 606.1 - --------------------------- Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------- - - --------------- Ductwork ---------- 606.1 - - ------------------------- Ductwork in unconditioned space must be sealed. --------------- Fireplaces ---------- 606.1 ------------------------------------------------------ Equipped with outside combustion air, doors and flue dampers. ----------------------------------------- --------------- Exhaust Fans ---------- 606.1 ------------- Equipped with dampers. Combustion devices see 606.1.A.2. -------- --------------- Combustion --------- 606.1 ----------------------------------------------- Be in unconditioned space (except direct vent), draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. -------- - --------------- ** OTHER PRESCR - ------------------------------------------------------ IPTIVE MEASURES (must be met or exceeded by all residences.) ** - --------------- Water Heaters --------- 612.1 ------------------------------------------------------ Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. -------- --------------- Swimming Pools --------- 612.1 ----------------------------------------------- Spas and heated pools must have covers (except solar ~ Spas heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. ------ --------------- Shower Heads --------- 612.1 ------------------------------------------------- Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------ --------------- HVAC Duct --------- 610.1 ------------------- All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610.1.ABC.2 & 610.1.ABC.3. Duct in attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet. --------------- --------------- HVAC Controls --------- 607.1 ---------------------------------------- Separate readily accessible manual or automatic thermostat for each system. ------------------------- Insulation 604.1 --------- Ceilings ----------------------------- minimum R-19. Common Walls - ------- Frame --------- R-11 or 602.1 ------------------------- CBS R-3 --------- both sides. Common ceiling & ----------------------------- floors ------- R-11. --------- SUMMER CALCULATIONS __= BASE __ _ ~ __= AS-BUILT =__ GLASS---------------- ORIEN AREA x BSPM = -------------------- POINTS ---------- TYPE - SC ORIEN AREA x SPM x SOF = POINTS N 250.00 65.8 16450.0 ---- DBL ----- CLR ---------- N ----- 32.0 ----------- 38.3 ---- .95 --------- 1170.4 DBL CLR N 48.0 38.3 .88 1623.9 DBL CLR N 22.0 38.3 .52 434.8 DBL CLR N 64.0 38.3 .90 2208.8 DBL CLR N 36.0 38.3 .80 1099.3 DBL CLR N 8.0 38.3 .82 249.9 DBL CLR N 40.0 38.3 .86 1319.2 NE 90.00 65.8 5922.0 DBL CLR NE 48.0 57.7 .94 2617.3 DBL CLR NE 42.0 57.7 .90 2178.4 E 189.00 65.8 12436.2 DBL CLR E 21.0 79.7 .86 1439.4 DBL CLR E 32.0 79.7 .96 2454.8 DBL CLR E 48.0 79.7 .57 2180.6 DBL CLR E 24.0 79.7 .31 593.0 DBL CLR E 64.0 79.7 .91 4624.7 SE 9.00 65.8 592.2 DBL CLR SE 9.0 79.1 .36 254.6 S 170.00 65.8 11186.0 DBL CLR S 16.0 66.2 .93 987.7 DBL CLR S 12.0 66.2 .92 728.9 DBL CLR S 24.0 66.2 .93 1481.6 DBL CLR S 26.0 66.2 .93 1605.0 DBL CLR S 24.0 66.2 .79 1255.2 DBL CLR S 42.0 66.2 .84 2335.5 DBL CLR S 4.0 66.2 .31 82.1 DBL CLR S 22.0 66.2 .37 542.1 SW 38.00 65.8 2500.4 DBL CLR SW 16.0 79.1 .95 1199.2 DBL CLR SW 22.0 79.1 .88 1535.2 W 122.00 65.8 8027.6 DBL CLR W 32.0 79.7 .96 2454.8 DBL CLR W 42.0 79.7 .91 3035.0 DBL CLR W 48.0 79.7 .57 2180.6 HZ 16.00 65.8 1052.8 DBL CLR HZ 16.0 267.0 1.00 4272.0 ---- .15 ---------------- x COND. FLOOR / -------------------- TOTAL GLASS = ADJ. ---------- x GLASS ----- = ---------- ADJ GLASS ----- I --------- GLASS AREA AREA FACTOR POINTS POINTS ` POINTS ---- .15 ---- ---------------- 2,709.00 ---------------- --------- 884.00 --------- ----- ----- ----- .460 ----- ---------------- 58,167.20 ---------------- ---------- 26,737.83 ---------- ----- ~ ----- --------- 48,143.73 --------- ---- NON ------------------------- GLASS------------ ----- ----- ----------- ----- ---------- ----- --------- AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM - - = POINTS - ------ -------------------- WALLS--------------- --------- - ----- ----- ----------- ----- ---------- -- - - - Ext 2328.0 .9 2095.2 Ext Wood Frame 19.0 1405.0 .90 1264.5 Ext NormWtBlock In 12.0 923.0 .38 346.1 Adj 395.0 .7 276.5 Adj Wood Frame 11.0 395.0 .70 276.5 DOORS---------------- CEILINGS------------- UA 1600.0 .6 960.0 FLOORS--------------- Slb 164.0 -37.0 -6068.0 Rsd 389.5 -4.0 -1554.1 Under Attic 30.0 1632.0 .60 979.2 Under Attic 19.0 73.0 1.10 80.3 Slab-on-Grade .0 164.0 -41.20 -6756.8 Rsd Woad-Pier/Post 19.0 389.5 -1.10 -428.5 INFILTRATION--------- 2709.0 8.0 21672.0 Practice #2 2709.0 8.00 21672.0 TOTAL SUMMER POINTS 44,119.43 65,577.11 ---------- TOTAL x -------- SYSTEM ------------ = COOLING -------- TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT ~ POINTS COMPON RATIO ---- - MULT ----- MULT --------- MULT ---------- POINTS --------- ---------- 44,119.43 -------- .37 ------------ 16,324.19 ---------- - 165,577.11 1.00 1.100 .320 .817 18,858.93 WINT ER CALCULATIONS __= BASE __ = I =_= AS-BUILT =__ -------------------- GLASS--------------- ---------- - ----- ----- - ORIEN AREA x BWPM = POINTS TY PE SC ORIEN - ------ - AREA ------ x WPM x ---------- WOF ----- = POINTS -------- ---- N ---------------- 250.00 -10.6 ---------- -2650.0 ----- DBL ----- CLR - - N 32.0 7.3 1.07 249.4 DBL CLR N 48.0 7.3 1.17 410.0 DBL CLR N 22.0 7.3 1.76 283.2 DBL CLR N 64.0 7.3 1.14 534.2 DBL CLR N 36.0 7.3 1.30 341.4 DBL CLR N 8.0 7.3 1.27 74.3 DBL CLR N 40.0 7.3 1.20 351.4 NE 90.00 -10.6 -954.0 DBL CLR NE 48.0 4.6 1.14 251.2 DBL CLR NE 42.0 4.6 1.26 242.8 E 189.00 -10.6 -2003.4 DBL CLR E 21.0 -9.2 .62 -119.8 DBL CLR E 32.0 -9.2 .89 -261.3 DBL CLR E 48.0 -9.2 -.24 106.0 DBL CLR E 24.0 -9.2 - 1.29 284.8 DBL CLR E 64.0 -9.2 .74 -433.7 SE 9.00 -10.6 -95.4 DBL CLR SE 9.0 -22.7 -.07 14.7 S 170.00 -10.6 -1802.0 DBL CLR S 16.0 -28.4 .97 -440.8 DBL CLR S 12.0 -28.4 .96 -328.3 DBL CLR S 24.0 -28.4 .97 -661.2 DBL CLR S 26.0 -28.4 .97 -716.2 DBL CLR S 24.0 -28.4 .89 -603.6 DBL CLR S 42.0 -28.4 .92 -1102.7 DBL CLR S 4.0 -28.4 -.40 45.4 DBL CLR S 22.0 -28.4 -.15 94.4 SW 38.00 -10.6 -402.8 DBL CLR SW 16.0 -22.7 .95 -344.1 DBL CLR SW 22.0 -22.7 .88 -440.6 W 122.00 -10.6 -1293.2 DBL CLR W 32.0 -9.2 .89 -261.3 DBL CLR W 42.0 -9.2 .74 -284.6 DBL CLR W 48.0 -9.2 -.24 106.0 HZ 16.00 -10.6 -169.6 DBL CLR HZ ------ 16.0 ------ -57.7 ---------- 1.00 ----- -923.2 --------- ---- .15 ---------------- x COND. FLOOR f ------------------- TOTAL GLASS = ADJ. ---- x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS -- POINTS ---------- -- --- POINTS --------- ---- .15 ---------------- 2,709.00 --------- 884.00 ----- ----- .460 ---------- -9,370 ---- .40 -4,307.31 ~ -3,532.39 NON GLASS---------- -- AREA x BWPM ----- - = POINTS ---------- I TYPE ---------- R ---------- -VALUE ------ AREA x ---------- WPM ----- = POINTS --------- - ------------ WALLS-------------- -- Ext 2328.0 2.2 5121.6 Ext Wood Frame 19.0 1405.0 2.20 3091.0 Adj 395.0 3.6 1422.0 DOORS---------------- CEILINGS------------- UA 1600.0 1.2 1920.0 Ext NormWtBlock In Adj Wood Frame Under Attic Under Attic 12.0 923.0 11.0 395.0 30.0 1632.0 19.0 73.0 2.86 2642.1 3.60 1422.0 1.20 1958.4 2.00 146.0 FLOORS--------------- Slb 164.0 8.9 1459.6 Slab-on-Grade .0 164.0 18.80 3083.2 Rsd 389.5 1.0 373.9 Rsd Wood-PierfPost 19.0 389.5 1.90 740.0 INFILTRATION--------- 2709.0 7.4 20046.6 ~ Practice #2 2709.0 7.40 20046.6 ------------------- TOTAL WINTER POINTS ----------- -------------- - - - 26,036.41 29,596.95 ------------------- TOTAL x SYSTEM = ----------- HEATING --------------------- TOTAL x CAP x DUCT ------------ x SYSTEM x ------- CREDIT --------- = HEATING WIN PTS MULT I POINTS - COMPON RATIO MULT ----- MULT - - --- MULT POINTS ------------------- 26,036.41 .55 --- ------- 14,320.03 --------------- - ~ 29,596.95 1.00 1.100 - - ----- .466 ------- .950 --------- 14,412.83 ******************************************************************************* WATER HEATING ******************************************************************************* -_= BASE ___ ~ __= AS-BUILT =__ ---------------------------------------- - - NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT 3 3803.0 11,409.00 ~ 50 .66 1.000 2733.0 1.00 8,199.00 ******************************************************************************* SUMMARY ******************************************************************************* __= BASE __- ~ -_= AS-BUILT =__ COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS POINTS 16324.2 14320.0 11409.0 42,053.21 ~ 18858.9 14412.8 8199.0 41,470.75 ***************** * EPI = 98.61 ***************** For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for DCA Form 600A-93 or Form 600B-93 ENERGY GUIDE EPI= 98.6 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X-~ The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency WINDOWS .....................Double Clear INSULATION .................. Ceiling R-Value......... 29.5 Wall R-Value......... 15.5 Floor R-Value......... 13.4 AIR CONDITIONER ............. SEER/EER .................. 10.5 HEATING SYSTEM .............. Electric COP/HSPF........ 7.3 Gas AFUE............ 0.00 WATER HEATER ................ Electric EF .............. 0.00 Gas EF .............. 0.66 Solar EF .............. OTHER FEATURES .............. I certify that these energy saving featu Energy Code have been installed in this Builder SINGL CLR DBL TINT -------------X-------~ R-10 R-30 -------------------X-~ R-0 R-7 --------------------XI R-0 R-19 --------------X------~ 10.0 SEER 17.0 -X-------------------~ 9.7 EER 16.0 6.8 HSPF 12.0 -X-------------------~ 0.78 AFUE 0.90 0.88 0.96 0.54 0.90 ------X--------------~ 0.40 0.80 Address: Signature City/Zip Florida Energy Code for Building Construction - lyy~ Florida Department of Community Affairs rida Date: ~ ~~~- FL-EPL CARD93 For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for DCA Form 600A-93 or Form 600E-93 ENERGY GUIDE EPI= 98.6 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X-~ The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS .....................Double Clear ~-------------X-------f INSULATION .................. Ceiling R-Value......... 29.5 Wall R-Value......... 15.5 Floor R-Value......... 13.4 AIR CONDITIONER ............. SEER/EER .................. 10.5 HEATING SYSTEM .............. Electric COP/HSPF........ 7.3 Gas AFUE............ 0.00 WATER HEATER ................ Electric EF .............. 0.00 Gas EF .............. 0.66 Solar EF .............. OTHER FEATURES .............. I certify that these energy saving feat Energy Code have been installed in this Builder R-10 R-30 -------------------X-~ R-0 R-7 --------------------XI R-0 R-19 --------------X------I 10.0 SEER 17.0 -X-------------------I 9.7 EER 16.0 6.8 HSPF 12.0 -X-------------------, 0.78 AFUE 0.90 0.88 0.96 0.54 0.90 ------X--------------' 0.40 0.80 Address: Signatur City/Zip Florida Energy Code for Building Construction - ltiy~ Florida Department of Community Affairs rida Date : ~~ ~-~~ FL-EPL CARD93 PROPERTY DESCRIPTION Lot #~, Block # Section # Subdivision: Street Name or Address: (If in a FLOOD HAZARD Flood Zone:~area complete page 3) ZONING INFORMATION Zoning Proposed District: Use: Exceptions or Va i nces Granted: DESCRIPTION OF WORK Brief Description A/~~ ~~,~ Class of Work: ew Remodel/Addition: Type of on~truction: ~Lo E Estimated Value $~~_aoo . oe Materials : ~i~G Solid or Filled Ground • `Roof : ~Lfy Method of Heating: ~,~ TD ,~i2 OWNER INFORMATION Property owner: //! ~~~~ Mailing Address 5~3•X //C~.~/ Phone • _~p~-_~.~Ao~ Zip: ay~~oC? ' CONTRACTOR INFORMATION Contractor: Mailing Address: Phone : 7`~-'~~.r~ ~~f -/~`f ~ / Zip: Expiration STATE LICENSE NO : C/~ GO ~D~~j~ Date : ~ 0000 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRU O- OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS ~O~~JTING i,T..~JPON HE OVE INFORMATION BEING TRUE AND CORRECT RND THAT THE PLANS AND SUPP9~~rj~lQG D OR S BE PROVIDED AS RE4UIRED. Owner Signature DATE ,~''~/~~~ Contractor Signatu e DATE ~ ~/J - .lttt ttttttt~tttt4ttttttttKttttttttttttttttttY::: SWORN SUBS BED BEFOR ME ~ ~~o~rY ~ THIS ~ ~ DAY 199. ~' Q omnv O F ~ ~ ; ''~'aF ~,nQ My Co n Exp res D4/ S. t-E00-3•NOTARY .~ P '. __ NOTARY. UBL Job Truss Truss Type Ory Ply Dane Armstrong-Leonard Residence ry 9801994 CJ01 ROOF TRUSS 4 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 r -2-9-15 i 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 1617:25:001999 Page t 4-2-15 i 2-9-15 4-2-15 4.24 12 T1 Bt 6 4 f 2x4 = r 4-2-15 i 4- - 5 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) IPoefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) n/a - n/a M20 249/190 7CDL 15.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.01 2-4 >999 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI {Matrix) 1st LC LL Min Ildefl = 240 Weight: t8 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 ({blsize) 1=15010-3-8, 3=910-3-8, 2=t7/0-8-8, 4=33/0-1-8 Max Horz 2=195(load case 3) Max Upiiftt=-t07(load case 2), 3=28(load case 3) Max Grav2=140(load case 4), 4=33(load case 1) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=26, 2-5=79, 3-5=-59 80T CHORD 2-6=0, 4-0ro NOTES t) This truss has been designed for the wind loads generated by 110 mph winds at 32 ft above ground level, using 10.0 psi top chord dead load and 5.0 psi bottom chow dead load, t mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 55 ft by 34 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 lumbar 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 connecton(s) Is delegated to the building designer. 3) All plates are M20 plates unless otherwise indicated. 4) 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 107 Ib uplift at joint t and 28 Ib uplift at joint 3. 6) This truss has been designed for both TPI-85 and ANSIlfPI 1-1995 plating criteria. LOAD CASE(S) Standard 1) Regular: Lumber Inaease=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=90.0, 2-5=70.0, 3-5=-70.0, 2-6=-20.0, 4-6=20.0 Concentrated Loads (Ib) Vert: 5=395 6=21 1~IP+PROVED ~EECH ~~ ~N ~ ~~ ~ ~ n sv ~ ~u JUL 2 81999 V. C R9 ~ s.. ~~ w -o ~. STATE OF ' ~ ~#~'~` '~~ ~ R~OP ~~~ ~ s s~o `~ +m/NIMINRnr' Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence ++ s 9801994 CJ02 ROOF TRUSS 1 1 ` TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek industries, Inc. Fri Apr 16 17:25:07 1999 Page 1 i -2-9-15 ~ 3-9-5 ~ 7-0 14 , 2-9-15 3-9-5 3-3-9 4.24 12 T1 ~{ B1 3 7 g 1 2x4 = ~ _ 3-9-5 7-0-14 3- - LDADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Iidefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) n/a - n/a M20 249/190 TCDL 15.0 Lumber Increase 1.25 8C 0.23 Vert(TL) -0.11 2-4 >762 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/den = 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. 80T CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling direcfly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 1=139!0-3-8, 3=1 1 410-3-8, 2=77/0-8.8, 4=73/0-3-8 Max Horz 2=276(load pse 3) Max Uplifll=-li6(load case 2), 3=165(load case 3) FORCES (1b) -First Load Case Only TOP CHORD 1-2=30, 2-5=70, 5-0=-66, 3-6=23 BOT CHORD 2.7=-0, 7-8=0, 4-8=-0 NOTES 1) This Wss has been designed for the wind loads generated by 110 mph winds at 32 ft above ground level, using 10.0 psf top chord dead load and 5.0 psi bottom chord dead load, 1 mi from hurticane oceanline, on an occupancy category I, condition I enGosed building, of dimensions 55 ft by 34 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. It cantilevers exist, they are exposed to wind. If porcfies exist, 8re Vefl is exposed and the right is not exposed. 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 des(gner. 3) All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 661b uplift at Joint 1 and 185 Ib uplift at joint 3. 5) This buss 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 Un'dorm Loads (plf) Vert: 1.2=-90.0, 2-5=70.0, 5-6=-70.0, 3-6=-70.0, 2-7=-20.0, 7-8=-20.0, 4-8=20.0 Concentrated Loads (Ib) Vert: 5=395 6=69 7=21 8=-16 ~ BA R .. / Q ~~' O ~Q , ~ ~ ~ * : -o : STATE OF ' ~ 'c ~~ ~ O R1~P ~~ 'c~' •~~ s s~ "'ftrntnrlam~"" Job Truss Truss Type Ory Ply Dane Armstrong-Leonard Residence r r 9801994 CJ03 ROOF TRUSS 2 1 0-32 s Jun 9 1998 MiTek IndusMas, Inc. Fri Apr 1617:25:13 1999 Page 1 4 . TRUE TRUSS INC., JACKSONVILLE FL. 32226 ~ 2 9 15 , 4-2-15 2-9-15 4-2-15 4.24 12 3x4 % 1 W2 W1 B1 7 4 yc4 ~~ 3x4= 2-7-2 ~ 4-2-15 ~ 1-7-13 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.06 4-5 >819 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.40 Vert(TL) 0.05 4-5 >893 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCC1 (Matrix) 1st LC LL Min Ildefl = 240 Weight: 27 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 direc8y applied or 6-0-0 on center bracing. WEBS 2 X 4 SYP No.2D'Except' W t 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=127/0-3-8, 3=4/0-3-8, 5=-76/0-5-11, 4=14/0-1-8 Max Horz 5=389(Ioad case 3) Max Uplift1=171(load case 2), 3=-87(load case 3). 5=-242(load case 2), 4=-235(load case 3) FORCES (Ib) -First load Case Only TOP CHORD 1-2=20, 2-6=83, 3-6=-58, 2-5=70 BOT CHORD 5-7=0, 4-7~ WEBS 2~t=-0 NOTES 1) This wss has been designed for the wind loads generated by 110 mph winds at 32 R above ground level, using 10.0 psi top chord dead load and 5.0 psf bottom chord dead load,l mi from hurricane on an occupancy category 1, condition I enclosed building, of dimensions 55 R by 34 R with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, the left is exposed and the right is oceanline , not exposed. H pntrlevers 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. 3) All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connectron (by others) of W ss to bearing plate at joint(s) 4. ' dl at joint 5 and 2351b uplift at joint 4. 5) Provide mechanical connec8on (by others) of truss to bearing plate capable of withstanding 111 Ib uplift at joint 1, 87 Ib uplift at joint 3, 2421b upl 6) This tNSS has been designed for both TPI-85 and ANSIlTPI 1-1995 plating criteria. LOAD CASE(S) Standard t) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70.0, 2-6=70.0, 3-8=-70.0, 5-7=-20.0, 4-7=-20.0 Concentrated Loads (Ib) Vert: 6=424 7=71 ~~pyrWMYq ENV. CARS/G IFI ~T. 4 ~~iS ~ ~ ` . 0.4 3 T • ••.L O R 10P'~~' ~- ssj "~~ Job Truss Truss Type Qty Ply Dana Armstrong-Leonard Residence t 9801994 JO1 ROOF TRUSS 10 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1996 MiTek Industries, Inc. Fri Apr 16 17:25:17 1999 Page 1 _- _ -2-0-0 2-0-0 ~ 1-0-0 1-0-0 6.00 12 81 T1 2x4 = 1 I ~ 1-0-0 ~ LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.00 2 >999 M20 249!190 TCDL 15.0 lumber increase 1.25 BC 0.01 Vert(TL) 0.09 1-2 >269 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBCfSBCCf (Matrix) 1st LC LL Min I/deft = 240 Weight: 71b LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTK)NS (1b/size) 3=-127/0-3-6, 2=345/0-6-0, 4=9/0-1-8 Max Horz2=162(load case 4) Max Uplift3-127(load case 1), 2=-570(load case 4), 4=-27(load case 2) ~I Max Grav3=287(load case 3), 2=345(load case 1), 4=9(load case 1) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=61, 2-3=-95 B07 CHORD 2-4=0 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 32 ft above ground level, using 10.0 psf top chord dead load and 5.0 psi bottom chord dead load, 1 mi from hurticane oceanline, orr an occupancy category 1, condition I enclosed building, of dimensions 55 ft by 34 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, the left is exposed and the right is not exposed. 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 wnnec9on (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 1271b uplift at joint 3, 5701b uplift atjoint 2 and 27 Ib uplift at joint 4. i 5) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteda. LOAD CASE(S) Standard I it ~v' CgR9~ ~ ~ ~~;ii~ . ~,: No• • .~ E OF ~~ R ~~ L ~~~ ~sS~~ ^++ralnnnnnt~' Job Truss Truss Type Oty Ply Dane Armstrong-Leonard Residence , 9801994 J02 ROOF TRUSS 5 1 ~ TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1896 MiTek lndustrles, Inc. Fri Apr 1617:25:22 1999 Page 1 ~ -2-0-0 2-0-0 ~ 3-0-0 ~ 3-0-0 6.00 12 T1 81 4 1 2x4 = 3A-0 r- LOADING (psf) SPACING 2-0-0 CSI DEFL (In) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.01 2-4 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.09 VeR(TL) 0.17 1-2 >153 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: 13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP Na.20 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Iblsize) 3=3510-3~, 2=33 210-6-0, 4=2810-1-8 Max Horz 2=234(load case 4) Max Upiifl3=21(load pse 2), 2=-470(load case 4), 4=-81(load case 2) Max Grev3=52(load case 3), 2=332(load case 1), 4=28(load case 1) FORCES (Ib--First Load Case Only TOP CHORD 1-2=61, 2-3=73 BOT CHORD 2-4=0 NOTES 1) Thfs truss has been designed for the wind loads generated by 110 mph winds at 32 ft above ground level, using 10.0 psf top chord dead load and 5.0 psi bottom chord dead load, 1 mi from hunicane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 55 ft by 34 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If pntllevero exist, they are exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indipted. 3) Provide mechanical connecton (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 21 Ib uplift atjoint 3, 470 Ib uplift atjoint 2 and 61 Ib uplift at joint 4. 5) This truss has been designed for both TPI-65 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S- Standard 1614NIIp C ~ ~~• ARg :V .48 O .t~S • R~~. ~~ s' -errotnall~ Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence ~ ' 9801994 J03 ROOF TRUSS q 1 ~ r TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:25:26 1999 Page 1 ~_ -2-0-0 2-0-0 3-0-0 3-0-0 6.00 12 T1 81 4 1 2x4 = r 3-03 -0~ LOADING (psi) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) n/a - n/a M20 249(190 TCDL 15.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.17 1-2 >153 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Coda SBClSBCCI (Matrix) 1st LC LL Min I/dell = 240 Weight: 13 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 (tblsize) 3=3510-3-8, 2=3 3 210-3.8, 4=28/0-1-8 Max Ho22=234(load pse 4) Max Upiitt3=21(load case 2), 2=375(load case 4) Max Grav3=52(load case 3), 2=332(load case 1), 4=28(load case 1) FORCES (Ib) -First Load Case Only TOP CHORD 1.2=61, 2-3=73 BOT CHORD 2-4=0 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 32 ft above ground level, using 10.0 psi top chord dead load and 5.0 psi bottom chord dead load, 1 mi from huricane aceanline, on an occupancy category 1, condition I enclosed building, of dimensions 55 ft by 34 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If pn8levers 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 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 mechanipl connection (by others) of truss to bearing plate capable of withstanding 21 Ib uplift at Joint 3 and 375 Ib uplift atjoint 2. 5) This Wss has been designed for both TPI-85 and ANSIlTPI 1-1995 plating criteria. LOAD CASE(S) Standard V / . ~Q~~ IF ~ 3Qr N 8 3 * c* TE OF ~~ ~p'' : ~~ O ~ R1 .e~ ~` ss~o ~~ Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence r 9801994 J04 ROOF TRUSS 5 1 r TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:25:31 1999 Page 1 i -2-0-0 2-0-0 5-6-0 ~ 5-6-0 1x411 6.00 12 W1 1 1 2x4 = t 1 x4 I I 5-6-0 i LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (ioc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) -0.12 2.4 >506 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.11 2.4 >594 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 n/a BCDL 10.0 Code SBClSBCCI 1st LC LL Min I/deft = 240 Weight: 25 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. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=385/0-0-0, 4=234/0.6-0 Max Horz 2=33o(load case 3) Max Uplift2=474(load pse 3), 4=352(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=31, 2-3=-0 80T CHORD 24=0 WEBS 3.4=182 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 32 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, condition I enclosed building, of dimensions 55 ft by 34 ft with exposure C ASCE 7-93 per SBClSBCCI It end verticals exist, they are not exposed to wind. If pntlfevers exist. they are exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2)!UI plates are M20 plates unless otherwise indicated. 3) Provide mechanipl connection (by others) of truss to bearing plate capable of withstanding 474 Ib uplift atjoint 2 and 3521b uplift atjoint 4. 4) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 pla8ng criteria. LOAD CASE(S) Standard 1111141WY~ ~CNV. CAR9j Q: Gk' ' , No. 3 ,~7' E OF ~; ~~ 0 R 10P'~~" ss~ •~~ "'~m/mrwnn~ ~JOb Truss Truss Type f]ry Ply pane Armstrong-Leonard Residence '~ x 9801994 J05 ROOF TRUSS 1 1 ~ TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 fvliTek Industries, Inc. Fri Apr 1617:25:351999 Page 1 -2-D-0 5-D-0 ~ 2-0-0 5-0-0 6.00 12 1 B1 4 1 2x4 = 5-0-0 ~ -0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) t/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) n/a - n/a M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.09 VeA(TL) 0.19 1-2 >137 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBCJSBCCI (Matrix) 1st LC LL Min 1/deft = 240 Weight: 19 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 (lb/size) 3=131/0-3.8, 2=397/0-6-0, 4=48/0-1-8 Max Horz 2=311(load case 4) Max Uplift3=133(load case 2), 2=-355(toad case 4) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=61, 2-3=45 BOT CHORD 2.4~ NOTES 1) This wss has been designed for the wind loads generated by 110 mph winds at 32 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 dimensions 55 ft by 34 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind, if pntilevers 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 Wss to bearing plate capable of withstanding 1331b uplift atJolnt 3 and 3551b uplift at Joint 2. 5) This buss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) Standard ~„mpNr6lAlYpr-1py~/ ~V. Cq/l9/ ~ C : ':~i~c'•• ; • 0 3 TE OF ~~ 1 ~' NG~ ~SS~ O R E '~ "'~emrrnnrx •• Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence f 9801994 JO6 ROOF TRUSS 4 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,lnc. Fri Apr 16 17:25:40 1999 Page 1 ~ -2-0-0 ~ 1-0-0 ~ 2-0-0 1-0-0 6.00 12 3x5 I I T1 W1 B1 3x4 I I i 7r_ D-0 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.00 5 >999 M20 2491190 TCDL 15.0 Lumber Increase 1.25 BC 0.18 Vert(TL) 0.08 1-2 >321 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 3 n/a BCDL 10.0 Code SBClSBCCI (Matrix) 1st LC LL Min I/deft = 240 Weight: 9 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 direc8y applied or 6-0-0 on center bracing. WEBS 2 X 4 SYP No.2D REACTIONS (Ib/size) 3=142!0-3-8, 5=382/0-4-0, 4=-1610-1-8 Max Horz 5=132(load case 4) Max Uptift3=142(load case 1), 5=-267(load case 3), 4=-135(load case 4) Max Grav3=141(load case 3), 5=382(load case 1) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=67, 2.3=-89, 2-5=-350 BOT CHORD 4-5=0 NOTES 1) This Wss has been designed for the wind loads generated by 110 mph winds at 32 tt above ground level, using 10.0 psi top chord dead load and 5.0 psi bottom chord dead load, 1 mi from hurticane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 55 ft by 34 R with exposure C ASCE 7-93 per SBClSBCCI If end verticais exist, the left is exposed and the right is not exposed. 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) fUl 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 142 lb uplift at joint 3, 2671b uplift at joint 5 and 1351b uplift at joint 4. 5) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V .q . ~~t 8 STATE OF ~9 ~ : ,c~ Op,: ~, -+~mrwnn. Job Truss Truss Type .Qty Ply Dane Armstrong-Leonard Residence ; 9801994 J07 ROOF TRUSS 4 1 ~ TRUE TRUSS INC., JACKSONVILLE FL. 32226 4,0-32 s Jun 9 1998 MiTek Industries, 4nc. Fri Apr 1617:25:44 1999 Page 1 ~ -2-0-0 r 2-0-0 ~ 3-0-0 i 3-0-0 6.00 12 axe II 1 W1 B1 4 3x5 I ( 3-0-0 i 3-0-0 LOADING(ps~ SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.02 4-5 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.40 Vert(TL) 0.05 1-2 >475 BCLL 0.0 Rep Stress incr YES WB 0.00 Horz(TL) -0.11 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min {ldefl = 240 Weight: 161b 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.2D REACTIONS (Iblsize) 3=46/0-3-8, 5=332/0-4-0, 4=18/0-1-8 Max Horz 5=384(load case 3) Max Uplift3=91(load case 2), 5=241(load case 4), 4=-81(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=67, 2-3=-04, 2-5=-294 BOT CHORD 4-5=0 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 32 R above ground level, using 10.0 psi top chord dead load and 5.0 psi bottom chord dead load, 1 mi from hunicane oceanline, on an occupancy ptegory I, condition i enclosed building, of dimensiona 55 ft by 34 ft with exposure C ASCE 7-93 per SBClSBCCI If end verticals exist, the left is exposed and the right Is not exposed. 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 mechanipl connecction (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 91 Ib uplift at joint 3, 241 Ib uplift at joint 5 and 81 Ib uplift atjoint 4. 5) This buss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) Standard 11M1t11MN9r .. ~~ ~ti .~. • ,t -o ; STATE OF '~~ t OR1 ~ ~SS~ . ~~~ °"mrrlrrrtttrxe^' Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence 9801994 J08 ROOF TRUSS 8 1 ~ TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:25:50 1999 Page 1 i -2-0-0 2-0-0 ~ 3-0-0 ~ 3-0-0 i 8.00 12 T1 01 4 1 2x4 = i 3-0-0 , LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) n/a - n/a M20 249!190 TCDL 15.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.17 1.2 >153 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBClSBCC1 (Matrix) 1st LC LL Min I/deU = 240 Weight: 13 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 (lb/size) 3=35/0-3.8, 2=332/0-6-0, 4=28/0-1-0 Max Horz 2=234(load case 4) Max Uplift3=-21(load case 2), 2=375(load case 4) Max Grav3=52(load case 3), 2=332(load case 1), 4=28(load case 1) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=81, 2-3=-73 BOT CHORD 2-4=0 NOTES 1) This Wss has been designed for the wind loads generated by 110 mph winds at 32 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane ocean{ine, on an occupancy category I, condition 1 enclosed building, of dimensions 55 ft by 34 ft with exposure C ASCE 7-93 per SBC/SBCCI if end verticals exist, they are not exposed to wind. Ii pnUlevers exist, mey 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) Ali plates are M20 plates unless otherwise indicated. 3) Provide mechanipl 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 21 Ib uplift at joint 3 and 375 Ib uplift atjoint 2. 5) This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) Standard o. 3 T ~t~, '••~ ~ R~~P''~ `l' ss~ •~~~` ~~rrnnnnnnnt°"" Job Truss Truss Type Oty Ply Dane Armstrong-Leonard Residence / 9801994 TOt ROOF TRUSS 1 1 ~ ~ TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiT'ek Industries, Inc. Fri Apr 16 17:25:56 1999 Pape 1 r -2-0-0 i 4-0-2 8-1-12 i 11-11-6 ~ 14-11-6 ~ 17-11-6 i r 2-0-0 4-4-2 3-9-10 3-9-10 3-0-0 3-0-0 4x8= 4x4= 2x411 ----~ 3x4 6.00 12 3 3 3x4 1 5 0 1 12 11 10 9 8 3x8 = 2x411 3x4= 3x4= 3x5= 4x4= r 4-4-2 ~ 8-1-12 ~ 11-11-6 ~ 14-11-6 ~ 17-11-6 4-4-2 3-9-10 3-9-10 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.14 11 >999 M20 249/190 TCOL 15.0 Lumber Increase 1.25 BC 0.28 Vert{TL) -0.14 11 >999 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(TL) -0.04 8 n/a BCDL 10.0 Code SBCl5BCC1 1st LC LL Mtn Ildetl = 240 Weight: 139 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-2-3 on center purlin spacing, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-7-14 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-9, 6-8 REACTIONS (Ib/size) 8=3025/0-3-9 (input: 0-3-0), 2=2020/0-6-0 Max Horz 2=589(load case 3) Max Uplift8=2489(load case 3), 2=1145(load case 3) FORCES (Ib) -First load Case Only TOP CHORD 1-2=33, 2-3=-3492, 3-4=-2921, 4-5=-2322, 5-6=-1240, 6-7=0, 7.8=-342 BOT CHORD 2-12=3115,11-12=3115,10-11=2613,9-10=2094,8-9=1240 WEBS 3-12=274,3-11=-575,4-11=546,4-10=768,5-10=782,5-9=-1896,6-9=1887,6-8=-2867 NOTES 1) This Wss has been designed for the wind loads generated by 110 mph winds at 32 R 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 55 ft by 34 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If pntilevers 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) F~ccept as shown below, speaal connection(s) required to support concentrated load(s). Deslgn of connection(s) is delegated to the building designer. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indipted. 5) WARNING: Required beadng size at joint(s) 8 greater than input bearing size. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2489 Ib Uplift at Joint 8 and 1145 Ib uplift at joint 2. 7) This truss has been designed for botlr TPI-85 and ANSIRPI 1-1995 plating criteria. LOAD CASE(5) SNandard 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=-239.7, 6-7=-239.7, 2-12=-68.5,11-12=-68.5, 10-11=-08.5, 9-10=-68.5, 8-9=-68.5 Concentrated Loads (Ib) Vert: 5=-1456 ~~V . CgRR~ Q:-~;ti~ ~4,: ~ No. ..~ E OF ~~ P ~ ' ~ ••~ ~ R,O •~• ~ ss~o ~~ ~~ Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence , 9801994 T02 ROOF TRUSS 1 1 ~ TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:26:00 1999 Page 1 ~ -2-0-0 ~ 7-2-15 r 2-0-0 7-2-15 ~ 13-11-6 ~ 17-11-6 ~ 6-8-8 4-0-0 I 5x5= 2x4 I I 6.00 12 1 x4 \\ W 2 4 c7 `~ 0 3x4= 7 6 3x4 = 3x4 = r 9-1-3 9-1-3 17-11-6 ~ 8-10-3 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) lJdefl PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 0.58 Vert(LL) 0.04 7 >999 M20 249/190 TCDL t5.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.18 2-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) -0.02 6 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min IJdefl = 240 Weight: 99 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-11 on center purlin spacing, except end verticals. 807 CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling direc0y applied or 7-3-12 on center bracing. WEBS 2 X 4 SYp No.3 WEBS 1 Row at midpt 5~6 REACTIONS (Ib/size) 6=795/0)-0, 2=945!0-0-0 Max Horz 2=659(toad case 3) Max Uplift6=516(load case 3), 2=-533(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=31, Z-3=1001, 3~=-775, 4-5=0, 5-6=-135 807 CHORD 2-7=890, 6-7=314 WEBS 3-7=~d20, 4-7=666, 4-6=-653 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds a132 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi trom hurricane oceanline, on an occupancy category I, condition I enclosed building, ofdimensions 55 R by 34 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they era not exposed fo wind. It pntrlevers exist, they era 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 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 516 Ib uplift at joint 6 and 533 Ib uplift at joint 2. 5) This buss has been designed for both TPI-85 and ANSI/TPI 1-1995 pladng criteria. LOAD CASE(S) Standard N~' C~9~ ~ ,•tIFiC;9••.,• • G .48 O ~5.. R10 ~~ • S '~'+rMBiil`mtrr Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence 9801994 T03 ROOF TRUSS 1 1 ~ ' TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:28:06 1999 Page 1 r -2-0-0 ~ 5-8-2 ~ 2-0-0 5-8-2 10-9-12 i 15-11-6 ~ 17-11-6 ~ 5-1-10 5-1-10 2-0-0 4x8= 2x4 I I s.oo 12 3x4 i 5x5 ~ 3 W 1 5 c9 0 3x4 = 9 8 7 3x4= 3x4= 3x4= r 8-2-15 8-2-15 15-11-6 17-11-6 ~ 7-6-8 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.05 9 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.42 VeA(TL) -0.13 2-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) -0.02 7 n/a BCDL 10.0 Code S8C/SBCCI 1st LC LL Min I/dell = 240 Weight: 119 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-7-6 on center pudin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-10-2 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-7, 5-7 REACTIONS (Ib/size) 7=795/0-3-0, 2=945/0-6-0 Max Horz 2=736({oad pse 3) Max Uplift7=-549(load pse 3), 2=-500(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=31, 2-3=-1131, 3-4=-872, 4-5=-173, 5-6=0, 6-7=-65 BOT CHORD 2-9=1003, 8-9=591, 7-8=164 WEBS 3-9=-328, 4-9=443, 4-8=-627, 5-8=546, 5-7=-731 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 32 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, l mi from hurtipne oceanline, on an occupancy ptegory 1, condition 1 enclosed building, of dimensions 55 ft by 34 ft with exposure C ASCE 7-93 per SBC/SBCCI If end vertipls 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 indipted. 5) Provide mechanipl connection (by others) of truss to bearing plate ppable of withstanding 549 Ib uplift at Joint 7 and 500 Ib uplift at joint 2. 6) This truss has been designed for both TPI.85 and ANSIlTPI 1-1995 pla5ng criteria. LOAD CASE(S) Standard pgIBINI ~V .CAR ~ tip.. ~~ ~ r . ~ 3: N 8 03 * c* TE OF :~ O,~ S p ~~~ S ~~ `~ '~~matllnnla~" Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence 9801994 TO4 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:26;11 1999 Page 1 r -~-0-0 ~ 5-10-15 ~ 11-3-8 ~ 16-8-0 1~7-11-6 r 2-0-0 5-10-15 5-4-8 5-4-8 1-3-6 4x4 = 6.00 12 3x5 I I 6 5x5 i 1x4\\ 07 yy 2 aqo 5 M 0 3x4= 9 8 7 3x4= 3x4 iI 3x4 = i 8-7-4 r ~ 16-8-0 1,7-11-6 8-7-4 8-0-12 1-3-6 LOADING (psf) SPACING 2-0-0 C51 DEFL (In) floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.21 8-9 >996 M20 249H90 TCDL 15.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.26 8-9 >813 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) -0.02 7 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Udefl = 240 Weight: 109 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-5 on center puriin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-1-13 on center bracing. WEBS 2 X 4 SYP No.3 'Except' WEBS 1 Row at midpt 6-7 W3 2 X 4 SYP No.2D REACTIONS (lblsize) 2=954(0-8-0, 7=7 8510-3-0 Max Horz 2=733(load case 3) Max Uplift2=-525(ioad case 4), 7=-524(ioad case 4) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=61, 2-3=1269, 3.4=-991, 4-5=197, 5.6=-252, 6-7=-409 BOT CHORD 2-9=1048, 8-9=600, 7-8=77 WEBS 3-9=-338, 4-9=510, 4-8=-755, 5-8=235 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 32 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 1 enclosed building, of dimensions 55 ft by 34 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If pntilevars 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) All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 525 Ib uplift at joint 2 and 524 Ib uplift at joint 7. 5) This tNSS has been designed for both TPI.85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard ~c~ M ~AR9/ Q:~~ • .. No. 3 ,~T E OF ',~; ;c~ O R~~P~ ~ ssi . ~~ ..,mrraa,.». Job Truss Truss Type Qty ply Dane Armstrong-Leonard Residence 9801994 T05 ROOF TRUSS 1 1 ~ ' TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:26:16 1999 Page 1 ~ 5-2-15 ~ 9-11-7 5-2-15 4-8-8 , 14-8-0 1r 7-11-6 ~ 4-8-8 3-3-6 4x8= 2x4 I I 6.00 12 3x4 i 3 1x4\\ 1 5 M `~ 0 3x4= B 7 6 3x4= 3x4= 3x4= I 7-7-3 7-7-3 14-8-0 + 17_ 11-6 _i 7-0-12 3-3-6 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) 0.05 8 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.39 Vert(TL} -0.11 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) -0.02 6 n/a BCOL 10.0 Code SBC/SBCCI 1st LC LL Min Ildefl = 240 Weight: 111 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5.6-15 on center purlin spacing, except end vertipls. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-15 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-6 REACTIONS (Ib/size) 1=795/0-6-0, 6=795/0-3-0 Max Horn 1=564(Ioad case 3) Max Upliftl=-291(load case 3), 6=-528(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=1177, 2-3=-937, 3~=-300, 4-5=0, 5.6=110 BOT CHORD 1$=1043, 7$=667, 6-7=278 WEBS 2-8=-299, 3-8=402, 3-7=574, 4-7=515, 4-6=-712 NOTES 1) This Wss has been designed for the wind loads generated by 110 mph winds at 32 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 55 ft by 34 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 indipted. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 291 Ib uplift at joint 1 and 5281b uplift at joint 6. 5) This truss has bean designed far both TP{-85 and ANSI/TPi 1-1995 plating criteria. LOAD CASE(S) Standard ~A 9 ~' '' = SIFIC 0 3~ TE OF :'~ ~ ~s'S/ ~ R~ ~~` °"m~anwm Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence , 9801994 T06 ROOF TRUSS 3 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1996 MiTek Industries, Inc. Fri Apr 16 17:26:20 1999 Pape 1 ~--20-0 ~ 6-1-3 2-0-0 6-1-3 11 11 B -t 5-10-3 2x4 I! 6.00 12 3x4 W2 0 1 3x4 = 6 1 x4 I I 3x4 = r 6-1-3 6- - ~ 11-11-6 i 5-10- LOApING(ps~ SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.02 6 >999 M20 249(190 TCDL 15.0 Lumber Increase 1,25 BC 0.21 Vert(TL) 0.07 1-2 >366 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) -0.01 5 n/a BCDL 10.0 Code SBClSBCCI 1st LC LL Min I/deb = 240 Weight: 631b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purfin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly appiled or 10-0-0 on center bracing. WEBS 2 X 4 SVP No.3 REACTIONS (Ib/size) 5=525/0-0, 2=675/0-6-0 Max Horz 2=576(load case 3) Max Uplifts=386(load case 3), 2=-085(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD 1.2=31, 2-3=557, 3d=0, 4-5=-200 BOT CHORD 2.6=495, 5.695 WEBS 3-0=117, 3-5=-562 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 32 fl above ground level, using 10.0 psf top chord dead load and 5.0 psi bottom chord dead load, 1 mi from hurticane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 55 ft by 34 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) All plates are M20 plates unless otherwise indicated. 3} Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 386 Ib uplift at joint 5 and 385 Ib uplift at joint 2. 4) This truss has been designed for both TPI-85 and ANSIlfPI 1-1995 plating criteria. LOAD CASE(S) Standard M .. ~ • ~ ~9 ~ ~~t c STATE OF ~s ~~ s~oNAi.~ •~nn„IMnna~• Job Truss Truss Type Qry Ply Dane Armstrong-Leonard Residence • 9801994 T07 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:26:26 1999 Page 1 2-0-0 ~ ''~-0-0 ~ 6-6-0 T 9-0-0 ~ 11-6-0 i ~ 2-0-0 3-0-0 3-6-0 3-0-0 2-0-0 4x8= 4x4 = 2 6.00 12 W2 1 W2 1 T 5 ~ Io 8 10 7 6 1 3x4 = 1 x4 I I 3x4 = 3x4 = 3 0 0 ~ 6-6-0 ~ 9-6-0 - - - ~ ~ 3-0-0 3-6-0 3-0-0 LOADING (psi) SPACING 2-0-0 CSI DEFL (in) (Ioc) 1ldefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.01 2-8 >999 M20 2491190 TCDL 15.0 Lumber Increase 1.25 BC 0.28 Vert(TL) 0.12 1-2 >219 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.01 5 n/a BCOL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Mln I/deft = 240 Weight: 451b 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 d SYP No.2D BOT CHORD Rigid ceiling dlrec6y applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=522/0.6-0, 5=52210-0-0 Max Horz 2=66(load case 3) Max Uplift2=-327(load case 4), 5=327(load case 4) Max Grav2=557(load pse 5), 5=557(load case 6) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=61, 2-3=-476, 3-9=-373, 4-9=373, 4-5=-476, 5-6=61 BOT CHORD 2-8=368, 8-10=373, 7-10=373, 5-7=369 WEBS 3.6=49, 3-7=0, 4-7=49 NOTES 1) This wss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 110 mph winds at 32 ft above ground level, using 10.0 psi top chord dead load and 5,0 psi bottom chord dead load, l mf from huricane oceanllne, on an occupancy category I, condition I enclosed building, of dimensions 55 ft by 34 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If pntilevers 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) Except as shown below, special connection(s) required to support concentrated toad(s). 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 othervrise indicated. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 327 Ib uplift at joint 2 and 327 Ib uplift at joint 5. 7) This truss has been designed for both TPI-85 and ANSI7iPl 1-1995 plating criteria. LOAD CASE(S- Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform loads (ply Vert: 1-2=70.0, 2-3=70.0, 3-9=70.0, 4-9=-70.0, 4-5=-70.0, 5-6=-70.0, 2.6=-20.0, 8-10=20.0, 7-10=-20.0, 5-7=-20.0 Concentrated Loads (Ib) Vert: 3=35 4=35 8=-5 7=5 9=35 10=-8 a11MYgiy~ V. CAR ~ A 3 S s +~" * ~• STATE OF ' .ssa4~iieL ~~'~ '~smit«utWt"'~' Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence 9801994 T08 ROOF TRUSS 3 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 r -2-0-0 ~ 4-9-0 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:26:31 1999 Pape 1 ~ 9-6-0 2-0-0 4-9-0 4-9-0 4x4= 6.00 12 W1 7 t 4 ~ v I 0 5 1 2x4- r 4-9-0 1x4 ~~ 2x4 = ~ 9-6-0 LOADING(ps~ SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 7.25 TC 0.46 Vert(LL) 0.01 5 >999 M20 249(190 TCDL 15.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.07 1-2 >386 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n/a OCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft = 240 Weight: 37 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 10-0-0 on center bracing. WEOS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=414/0.6-0, 2=565/0-6-0 Max Hoe 2=186(load case 3) Max Uplift4=214(load case 4), 2=-444(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=31, 2-3=-446, 3-4=-446 BO7 CHORD 2-5=395, 4-5=395 WEBS 3-5=92 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 32 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 1, condition I enclosed building, of dimensions 55 ft by 34 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) All plates are M20 plates unless otherwise indicated. 4) Provide mechanipl connection (by others) of buss to bearing plate capable of withstanding 214 Ib uplift at joint 4 and 4441b uplift at Joint 2. 5) This tNSS has been designed for both TPI-85 and ANSIlTPI 1-1995 plating criteria. LOAD CASE(S) Standard ~q~R~ ' ~ ~t ~~ZIFI~ ~ 0 ~, Q G a. 3 T ••.~ O R10P' ~' s • • ~` s~ ~ -arram-at'^s"" Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence , 9801994 T09 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Imc. Fri Apr 1617:28:361999 Page 1 ~ 2 0 0 3-0-0 ~ 6-1-4 ~ 9$-0 2-0-0 3-0-0 3-1-4 3-4-12 4x4 = 3x4 = 2x4 I I T2 6.00 12 W1 W1 1 B1 7 3x4= 11 12 13 1 3x4 = 3x4 = ~ 3-0-0 ~ 9-6-0 - 3-0-0 6-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.02 6-7 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.23 Yert(TL) 0.11 1-2 >241 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) -0.Ot 6 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min lldefl = 240 Weight: 461b 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/sile) 6=330/0.8-0, 2=539/0-6-0 Max Horz2=241(load case 3) Max Uplift6=166(load case 3), 2=-392(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=61, 2-3=533, 3-8=-424, 4-8=-424, 4-9=-81, 9-10=-81, 5-10=-81, 5-6=-82 BOT CHORD 2-7=415, 7-11=427, 11-12=427, 12-13=427, 6-13=427 WEBS 3-7=98, 4-7=~f, 4-6=384 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 32 ft above ground lave{, using 10.0 psf top chord dead load and 5.0 psf boHom chord dead load, 1 mi from hurricane conditlon I enclosed building, of dimensions 55 ft by 34 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If on an occupancy category I oceanline , , gndlevers 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 connecton(s) is delegated to the building designer. 3) Provide adequate drainage to prevent water ponding. O) All plates are M20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 Ib uplift at joint 6 and 392 Ib uplift atjoint 2. 6) This tNSS 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 (pit) Vert: 1-2=-70.0, 2-3=-70.0, 3-8=-70.0, 4-8=-70.0, 4-9=-70.0, 9-10=-70.0, 5-10=-70.0, 2-7=-20.0, 7-11=-20.0, 11-12=-20.0, 12-13=-20.0, E13=-20.0 Concentrated Loads (Ib) Vert: 3=35 T=-5 8=35 9=35 10=35 11=-8 12=-8 13=-8 Q:~~;Siti ~.. No. OF ~~ ~ b R 1~P ~ ~' . ~`•• . ,~~ss~o....~~~~ Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence , 9801994 T10 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, inc. Fri Apr 16 17:26:42 7999 Page 1 ~ -2-0-0 ~ 3-0-0 ~ 7-6-5 ~ 12-0-11 i 16-10-8 ~ 2-0-0 3-0-0 4-6-5 4-6-5 4-9-13 4x4= 3x4 = 3x4 = 2x4 I I 6,00 12 4 1 9 16 17 18 8 19 20 21 3x5 = 3x4 = 3x4= 3x4 = r 3-0-0 r 9-9-8 ~ 16-10-8 ~ 3-0-0 -9-8 -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) 0.14 8-9 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) -0.04 7 n/a BCDL 10.0 Code SBCISBCCf (Matrix) 1st LC LL Min I/deft = 240 Weight: 79 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-0 on center puriin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling direcfly applied or 6-5-2 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 7=699/0-3-0, 2=817/0.6-0 Max Ho22=24t(load case 3) Max Uplift7=-381(load case 3), 2=-546(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD t-2=61, 2-3=-1138, 3-10=-984, 10-11=-984, 4-t 1=-984, 4-12=-1612, 12-13=-1612, 5-13=-1612, 5-14=-135, 14-15=-135, 6-15=135, 6-7=-180 80T CHORD 2-9=953,9-16=1633.16-17=1633,17-18=1633,8-18=1633,8-19=1354,19-20=1354,20-21=1354,7-21=1354 WEBS 3-9=333,4-9=-688,4-8=-26,5-8=313,5-7=-1284 NOTES 1) This fNSS has been designed for the wind loads generated by 110 mph winds at 32 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 55 ft by 34 ft with exposure C ASGE 7-93 per SBC/SBCCI It end verticals exist, they are not exposed to wind. If pnfilevers 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. 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 381 Ib uplift atjoint 7 and 546 Ib uplift atjoint 2. 6) This fNSS 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 (pit) Vert: 1-2=-70.0, 2-3=-70.0, 3-10=70.0, 10-11=-70.0, 4-11=-70.0, 4-12=-70.0, 12-13=-70.0, 5-13=-70.0, 5-14=-70.0, 14-16=-70.0, fi-15=-70.0, 2-9=20.0, 9-16=20.0, 16-17=-20.0, 17-18=20.0, 8-18=-20.0, 8-19=-20.0, t9-20=20.0, 20-21=-20.0, 7-21=-20.0 Concentrated loads (Ib) VeR: 3=35 6=-35 7=-28 9=-5 10=35 11=35 12=35 13=35 14=35 15=35 16=$ 17=-8 18=-8 19=$ 20=-8 21=-B .as 0 ,~s. Rio ~~ s' s Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence 9601994 711 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 I -2-0'0 ~ 5-0-0 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:26:48 1999 Pape 1 10-11-4 ~ 16 10 8 2-0-0 5-0-0 , i 5-11-4 5-11-4 4x8= 3x4= 2x411 6.00 12 2 2 8 1 7 3x4 = 1x4 11 i 5-0-0 ~ 3x4 = 3x4 = 10-11-4 ~ 16 10 8 , 5-0-0 5-11-4 5-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plateslncrease 1.25 TC 0.47 Vert(LL) 0.05 7 >999 M20 2491190 TCDL 15.0 lumber Increase 1.25 BC 0.33 Vert(TL} -0.09 7-8 >999 6CLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.02 6 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft = 240 Weight: 821b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2p TOP CHORD Sheathed or 5-2-1 on center purlin spaang, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling direc8y applied or 8-i-8 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=746/0-3-0, 2=896/0-6-0 Max Horz 2=318(load case 3) Max Uplift6=-400(load case 3), 2=-600(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=31, 2-3=1132, 3.4=-1100, 4-5=0, 5-6=-203 BOT CHORD 2-8=1002, 7.8=1009, 6-7=1100 WEBS 3.8=108, 3-7=99, 4-7=77, 4-0=1202 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 32 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 1 enclosed building, of dimensions 55 ft by 34 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 4001b uplift at Joint 6 and 600 Ib uplift at Joint 2. 5) This truss has been designed for both TPI-85 and ANSIlfPI 1-1995 plating criteria. 40AD CASE(S) Standard NV' BAR ~ E 3e N 3 *s it TE OF :'~ ~ ~ ~ ~ ss~oNai.~ °~mtnxnntwr""' Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence 9801994 T12 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 ~ _ 7-0-0 ~ 4.032 s Jun 9 1996 MiTek Industries, Inc. Fri Apr 16 17:26:52 1999 Page 1 11-9-8 ~ 16-10-8 ~ T-0-0 4-9-8 5-1-0 4x4 = 3x4 = 2x4 I I 6.00 12 W W3 1 63x4 = 3x4 = i 7-0-0 s 3x4 = 16-10-8 7-0-0 -1 -8 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.04 6 >999 M20 249/190 TCDL 15.0 lumber Increase 1.25 BC 0,44 Vert(TL) -0.23 5-6 >872 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.02 5 n/a BCDL 10.0 Code SBCfSBCCI 1st LC LL Min I/deft = 240 Weight: 78 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Na.2D TOP CHORD Sheathed or 5-1-10 on canter purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-5-$ on center brer~ng. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=746/0-6-0, 5=746/0-3-0 Max Horz 1=272(load case 3) Max Uplift1=355(load case 3), 5=~14(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=-949, Z-3=-844, 3-4=0, 4-5=173 BOT CHORD 1-6=843, 5-6=663 WEBS 2-6=27, 3-6=228, 3-5=-817 NOTES 1) This truss has bean designed for the wind toads generated by 110 mph winds at 32 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 55 ft by 34 ft with exposure C ASCE 7-93 per SBCISBCCI If end vertipls exist, mey are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind . The lumber pOL 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 3551b uplift at joint 1 and 4141b uplift at joint 5. 5) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 1W V. CAR ~ RY ~• ~ • .., No. S 3 i ~ • E OF , '~~.~SS~ O Rl ~~~~ "wm,~ntlnnt~'",. Job Truss Truss Type Qty Ply pane Armstrong-Leonard Residence 9801994 T13 ROOF TRUSS 1 1 ' TRUE TRUSS INC., JACKSONVILLE FL. 32226 t 4-9-4 , 9-0-0 4.0-32 s Jun 9 1998 MiTek Industries, Inc, Fri Apr 16 17:26:57 1999 Page 1 , 1 -g- 16 10 8 4-9-4 4-2-12 + 3-9-8 4-1-0 4x4 = 3x4 = 2x4 I I 6.00 12 tx4~ W 4 1 7 3x4 = ~ ~ Q-0-0 3x8 = 3x4 = , 16-10-8 , 9-0-0 7-10-8 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/defl PLATES GRIP TCLL 20.0 Plateslncrease 1.25 TC 0.30 VeR(LL) 0.03 7 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.43 Verl(TL) -0.18 i-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) -0.OZ 6 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft = 240 Weight: 891b LUMBER BRACING TOP CHORD 2 X 4 SYP N0.2D TOP CHORD Sheathed or 5.11-0 on center puttin spacing, except end verticals. BOT CHORD 2 X 4 SYP N0.2D BOT CHORD Rigid ceiling directly applied or 7.0-15 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=746/0-6-0, 6=746/0-3-0 Max Horz 1=348(load case 3) Max Upliftl=-337(load case 3), 6=-432(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=-1075, 2-3=-749, 3-4=-671, 4-5=0, 5-6=-138 BOT CHORD 1-7=952, 6-7=460 WEBS 2-7=318, 3-7=48, 4-7=338, 4-6=-704 N07ES 1) This truss has been designed for the wind loads generated by 110 mph winds at 32 R above ground level, using 10.0 psf top chord dead load and 5 0 psi bottom chord dead load 1 mi from hurricane . , oceanline, on an occupancy category i, condition i enclosed building, of dimensions 55 ft by 34 R 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 mechanipl connection (by others) of truss to bearing plate capable of withstandin g 337 Ib uplift at Jofnt 1 and 432 Ib uplift atjofnt 6. 5) This buss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard gpWM N~' ~ARAi ~ •• ii~ic'••. 0 3• TE OF ::•~ '~~ie~;' c~ O R IDp'• ~' --wr~r~r~tr- Job Truss Truss Type Qty PIy Dane Armstrong-Leonard Residence 9801994 Tt4 ROOF TRUSS ~ 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 i 5-0-8 ~ 9-6-8 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 1617:27:01 1999 Page 1 ~ 13-0-12 i 16-10-8 5-0-8 4-6-0 3-6-4 3-9-12 4x4= 3x4= 2x4 I I ---~fi2- 6.00 12 1x4 W 4 1 7 3x4 = i 9-6-8 3x8 = 3x4 = ~ 16-10-8 i 9-6-8 7-4-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) 0.03 7 >999 M20 249/190 TCDL 15.0 Lumbar Increase 1.25 BC 0.44 Vert(TL) -0.22 1-7 >900 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) -0,02 6 Na BCDL 10.0 Code SBCISBCCI 1st LC LL Min Ildefl = 240 Weight: 90 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-8 on center pudin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-15 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=746/06-0, 6=746/0-3-0 Max Horz 1=369(load case 3) Max Uplift1=331(load case 3), 6=-438(load case 3) FORCES (Ib) - Flrst Load Case Only TOP CHORD 1-2=-1046, 2-3=-697, 3-4=-624, 4-5=0, 5-6=-128 B07 CHORD 1-7=926, 6-7=416 WEBS 2-7=-341, 3-7=25, 4-7=363, 4-6=-687 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 32 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, condi8on I enclosed building, of dimensions 55 ft by 34 ft with exposure C ASCE 7-93 per SBClSBCCI N end verticals exist, they are not exposed to wind. If pntilevers 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 331 Ib uplift at joint 1 and 4381b uplift at joint 6. 5) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 platlng criteria. LOAD CASE(S) Standard ~:~ R9 ~~ STATE OF ~~ '~ O.:r~O R1pP''~' ~ ~~~ ssi o -a-unnlwntl~'° Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence 9801994 T15 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4 0 8 7-6-8 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:27:05 1999 Page 1 12-0-12 r 16-10-$ ~ ~ 4-0-8 3-6-0 4-6-4 4-9-12 axa = 3x4 = 2x4 I I 6.00 12 1x4 yy W4 1 7 3x4 = 3x8= 3x4 = 7- - - 7- - - LOADING(ps~ SPACING 2-0-0 CSI DEFL (in) (loc) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) 0.04 7 >999 M20 2491190 TCDL 15.0 Lumher Increase 1.25 BC 0.44 VeA(TL) -0.19 6-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) -0.02 6 n/a BCOL 10.0 Code SBC(SBCC{ 1st LC LL Min 1/deft = 240 Weight: 85 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-9-9 on center purlin spacing, except end verticals. 8OT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling direc8y applied or 7-0-10 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=746!0-6-0, 6=746!0-3-0 Max Horz 1=292(load case 3) Max Upliftl=-351(load case 3}, 6=-418(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=1153, 2-3=-888, 3-4=-797, 4-5=0, 5-6=163 8OT CHORD 1-7=1019, 6-7=600 WEBS 2-7=-254, 3-7=111, 4-7=262, 4-6=-777 NOTES 1} This truss has been designed for the wind loads generated by 110 mph winds at 32 ft above ground level, using 10.0 psf lop chord dead load and 5.0 psf bottom chord dead load, 1 mi hom hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 55 ft by 34 ft with exposure C ASCE 7-93 per SBClSBCCI H end verticals exist, they are not exposed to wind. It pntilevers 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 351 Ib uplift atjoint 1 and 418 Ib uplift at joint 6. 5) This 1NSS has been designed for both TPI.85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard gN1e1M4 V . BAR ~ • ~ ~. C..~:~~ Q Q Q ~a 88 : 1 3 • : STATE OF -o ~:L~ ~sSj ~ R~a~~~ ,•~mmanrw- Job Truss Truss Type Qty Ply Dane ArmsVong-Leonard Residence ~ , 9801994 T16 ROOF TRUSS 1 2 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 1617:27:121999 Page 1 i -2-0-0 r 5-7-8 i 12-0-2 i 15-1.10 ~ 19-6-6 ~ 22-6-15 ~ 25-11-0 i 2-0-0 5-7-8 6-4-10 3-1-8 4-4-13 3-0-9 3-4-1 6x6= 4x4= 1x411 3z5~ 6.00 12 2x411 8 W 1 3x4 6 W7 co 0 3x8= 12 11 13 14 15 1016 17 18 9 2x4 I I 8x8= 7x8= 4x4= i 5-7-8 ~ 12-0-2 ~ 19-6-8 r 25-11-0 ~ 5-7-8 6-4-10 7-6-4 6-4-10 LOADING (psi) SPACING 2-0-0 CSI DEFL (in) (loc) I/deb PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert{LL) 0.34 10-11 >894 M20 249!190 TCDL 15.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.33 10-11 >926 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) -0.06 9 n/a BCDL 10.0 Code SBClSBCCI (Matrix) 1st LC LL Min I/dell = 240 Weight: 375 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-15 on center purlin spacing, except end verticals. BOT CHORD 2 X 6 SVP SS BOT CHORD Rigid ceiling directly applied or 7-7.8 on center bracing. WEBS 2 X 4 SYP No.3 'Except' W8 2 X 4 SYP No.2D REACTIONS (Iblsize) 2=4128(0-6-0, 9=5424!0-3-3 (input: 0-3-0) Max Horz2=552(load case 3) Max Uplift2=2993(load case 4), 9=-3804(load case 4) FORCES (Ib) -First Load Case Oniy TOP CHORD 1.2=56, 2-3=-8180, 3-4=-7931, 4-5=-7883, 5~=-4184, 6-7=-4663, 7-8=-163, 8-9=-208 BOT CHORD 2.12=7231,11-12=7231,11-13=5025,13-14=5025,14-15=5025,10-15=5025,10-16=2647,16-17=2647,17-18=2647,9-18=2647 WEBS 3-12=193,3-11=-253,4-11=-337,5-11=5140,5-10=-1709,6-10=1774,7.10=3133,7-9=-5539 NOTES 1) 2-ply truss to be connected together with 0.131"x3" Nails as fo8ows: Top chords connected with 1 row(s) at 0-9-0 on center. Bottom chords connected with 3 row(s) at 0-5-0 on center. Webs connected as follows: 2 X 4 - 1 row(s) at 0-9-0 on center. 2) This buss has been checked for unbalanced loading conditions. 3) This truss has been designed for the wind loads generated by 110 mph winds at 32 ft above ground level, using 10.0 psi top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hunicane oceanline, on an occupancy category I, condltlon I enclosed building, of dimensions 55 ft by 34 ft with exposure C ASCE 7-93 per SBClSBCCt If end veNcals 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 4) Except as shown below, specie! 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) WARNING: Required bearing size at joint(s) 9 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2993 Ib Uplift atjoint 2 and 38041b uplift at joint 9. 9) This buss 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~=70.0, 4-5=-70.0, 5-6=70.0, 6-7=-70.0, 7-8=-70.0, 2-12=-20.0, 11-12=-20.0, 11-13=-20.0, 13-14=-20.0, 14.15=20.0, 10-15=20.0, to-16=-20.0, 16-17=-20.0, 17-18=-20.0, 9-18=-20.0 Concentrated Loads (Ib) Vert: 11=3005 13=775 14=-77515=-765 16=-1108 17=-334 18=-334 pP161Mllpr NV• ~AAgi ~iiticq~;G ~ ~ 0.4 3 T sj ' ~~~ -.~r~t~nt~~- Job Truss Truss Type Oty Ply Dane Armstrong-Leonard Residence , 9801994 T17 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:27:18 1999 Page 1 r 2r_ -0-0 T 2-0-0 T 3-0-0 i 6-8-8 i 10-8-8 __ ~ 2-0-0 2-0-0 1-0-0 3-8-8 4-0-0 3x8= 3x4 L 4x4= 4x4= 3x4= 2 6.00 12 10 4 1 g 11 12 7 3x5% 3x4= 3x4= 4x5= r 2-0-0 ~ 3-0-0 ~ 5-3-0 + 10-8-8 11-0-0 2-0-0 1-0-0 2-3-0 5-5-8 0-3-8 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1ldefi PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.08 7-8 >783 M20 2491190 TCDL 15.0 Lumber Increase 1.25 BC 0.45 Vert{TL) -0.10 7-8 >628 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(TL} -0.00 6 n/a BCDL 10.0 Code SBClSBCCI (MaMx) 1st LC LL Min Udefl = 240 Weight: 74 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except and verticals. BOT CHORD 2 X 6 SYP SS B07 CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 4 SYP No.3'ExcepP W 1 2 X 4 SYP No.2D OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=946(0-3-0, 2=289/06-0, 8=1449/0-6-0 Max Horz 2=500(load case 3) Max Uplift6=-575(load case 3), 2=-436(load case 3), 8=-878(load rase 3) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=66, 2-3=318, 3-4=28d, 4-5=-150, 5-6=-163, 7-10=853, 6-10=857 BOT CHORD 2-9=-257, 8-9=-22, 8-11=197, 11-12=197, 7-12=197 WEBS 3-9=182, d-9=-396, 4-8=116, 5-8=-245, 5-7=-106 NOTES 1) This Wss has been designed for the wind loads generated by 110 mph winds at 32 ft above ground level, using 10.0 psi 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 dimensions 55 ft by 34 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, the Left is exposed and the right is not exposed. The lumber DOL Increase is 1.33, and the plate grip increase is 1.33 2) Except as shown below, special connectlon(s) required to support concentrated load(s). Design of connectlon(s) is delegated to the building designer. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5j Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) Bearing at joint(s) 6 considers parallel to grain value using ANSIlfPI 1-1995 angle to grain formula. Building designer should verify ppacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 575 Ib uplift at Joint 6, 4361b uplift at joint 2 and 8781b uplift atjoint 8. 8) Thia Wss has been designed for both TPI-85 and ANSUTPI 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, 2-9=20.0, 8-9=-20.0, 8-11=-20.0, 11-12=-20.0, 7-12=-20.0 Concentrated Loads (Ib) Vert: 11=-793 12=-793 ewe aR9i ~ ~ ~~i 4~ ~~ 'w ~fl. E OF ~~ OP ~`' •.~ O R S v~ 4~S~ONAI~ _- °~mrnxaarr~"" Job Tnuss Truss Type Qty Ply Dane Armstrong-Leonard Residence ~ , 9801994 718 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:27:22 1999 Page 1 i -2-0-0 ~ 2-0-0 4-0-0 ~ 5-6-0 4-0-0 1-6-0 4x4 = 2x4 I I T2 6.00 12 W2 1 rrryyy B1 1 2x4 = i 3x4 = 5-6-0 LOADING (psf) SPACING 2-0-0 CSI OEFL (in) (loc) IldeR PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 0.46 Vert(LL) -0.12 2-5 >506 M20 249!190 TCDL 15.0 Lumber increase 1.25 BC 0.26 Vert(TL) -0.11 2-5 >594 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 5 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft = 240 Weight: 261b 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 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/Size) 5=234/06-0, 2=385/0-6-0 Max Horz 2=279(load case 3) Max Uplifts=-329(load pse 3), 2=-497(load qse 3) FORCES (Ib) -First load Case Only TOP CHORO 1-2=31, 2-3=-101, 3-4=0, 4-5=-47 BOT CHORD 2-5=89 WEBS 3-5=162 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 32 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceaniine, on an occupancy category I, condition 1 enclosed building, of dimensions 55 R by 34 R with exposure C ASCE 7-93 per SBC/SBCCI Rend verticals exist, they are not exposed to wind. If gntilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber OOL increase i3 1.33, and the plate grip increase Is 1.33 2) Protide 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 329 Ib uplift at Joint 5 and 497 Ib uplift atjoint 2. 5) This truss has been designed for both TPI-85 and ANSI/TP1 1-1995 plating criteria. LOAD CASE(S) Standard ~v. c'~9i :~ .•t8 0 . ~ a,OP.; g ~• ~ ss.... ,~ U nti~~tt1~ ,Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence , 9801994 T19 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:27:27 1999 Page 1 ~ -2-0-0 ~ r 2-0-0 5-0-0 ~ 5-6-0 ~ 5-0-0 0-6-0 1x4= 3 6.00 12 Wi T1 ~ Io 1 2x4= i 2- 2x4 ~~ 10-8 ~ 5-6-0 i LOADING (pst) SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Verl(LL) -0,12 2-4 >506 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0,11 2-4 >594 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0,00 n/a BCDL 10.0 Code SBC/SBCCI ist LC LL Min I/deft = 240 Weight: 24 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. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=323/0-6-0, 2=385/0$-0 r Max Horz 2=329(load case 3) Max Uplift4=-460(foad case 3), 2=-474(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=31, 2-3=0, 3.4=243 BOT CHORD 2-4=0 NOTES 1) This truss has been designed for Ure wind loads generated by 110 mph winds at 32 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead Toad, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 55 ft by 34 ft with exposure C ASCE 7-93 per SBClSBCCI If end verticals exist, they are not exposed to wind. It pntilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right Is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) F~ccept as shown below, special connection(sy required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 3) All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection (by offers) of truss to bearing plate capable of withstanding 4601b uplift at Joint 4 and 474 Ib uplift atjoint 2. 5) This truss has been designed for bolh TPf-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, 2-4=20.0 Concentrated Loads (Ib) Vert: 3=-61 4=28 ~~' ~ ZiFiC ~ G~ ~ . ~ 3 i N 8 03 *= :# TE OF ~~ O 'c~O 10P'~' R _,, ,~, ~. Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence 9801994 T20 ROOF TRUSS 1 2 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:27:36 1999 Page 1 -2-0-0 + 4-6-0 4-if.12 10-0-0 + 13-6-0 ~ 15-11-0 ~ 18-2-0 ~ 22-5-0 i 26-8-0 ~ 29-4-12 T 32.3 ~ 2-0-0 4-fi-0 0-1-12 5-4-4 3-8-0 2-3-0 2-3-0 4-3-0 4-3-0 2-8-12 3-3-4 2-0-0 4x8= 2x411 5x8= 2x411 3x8= 4x4= 6.00 12 3x4 2 W1 W8 3x4 ~ p g W W12 10 W11 11 +? J v W 12° ~q 6 23 24 15 25 14 13 3x8= 4 22 21 6x8-_ 7x12= 2x4 (~ 3x8= 2x411 `~ 0 5x5 = 3x4 = 4x8= 19 18 17 2x4 II 4x12= 2x4 ~~ 3.00 12 + 4-6-0 + 10-0-0 + 13-8-0 + 15-11-0 + 18-2-0 ~ 22-5-0 ~ 26-8-0 + 29-4-12 ~ 32-8-0 ~ r ~ 4-6-0 5-6-0 3-8-0 2-3-0 2-3-0 4-3-0 4-3-0 2-8-12 3-3-4 LOADING psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.60 15-16 >648 M20 249!190 TCDL 15.0 Lumberlncrease 1.25 BC 0.90 VeR(TL) -0.66 15-16 y588 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(TL) 0.30 11 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Hdefl = 240 Weight: 419 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-11-1 on center purlin spacing. 80T CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 6-5-2 on center bracing. B5 2 X 6 SYP SS WEBS 2 X 4 SYP No.3'Except' W3 2 X 4 SYP No.2D, W2 2 X 4 SYP No.2D REACTIONS(Ib/size) 2=2690!0-6-0, 11=3794/0$-0 Max Horz 2=250(toad case 3) Max Uplift2=-1664(load case 4), 11=-2363(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=57, 2-3=-0751, 3-4=-5795, 4-5=-6300, 5-6=-0315, 6-7=-10190, 7-6=-10354, 8-9=834, 9-10=-7486, 10-11=-7280, 11-12=66 BOT CHORD 2-22=7836,21-22=7410,20-21=5172,19-20=44,5-20=-58,18-19=613,17-18=275,16-17=45,7-16=111,16-23=9579,23-24=9579,15-24=9579,15-25=9579,14-25=9579,13-14=6423 11-13=6423 WEBS 3.22=1671,3-21=-2337,4-21=843,4-20=1762,18-20=5647,6-20=1308,6-18=-7812,16-18=7651,6-16=7751,8-16=936,8-15=1175,8-14=-3390,9-14=3029,10-14=298,10-13=-322 NOTES 1) 2-ply Wss 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 0-6-0 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 32 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 55 ft by 34 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 4) Except as shown below, special connection(s) required to support concentrated load(s). Design of connectlon(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) Bearing atjoint(s) 2 considers pa211e1 to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity of beadng surface. 8) Provide mechanidl connection (by others) of truss to bearing plate capable of withstanding 16641b uplift at Joint 2 and 2363 Ib uplift at joint 11. 9) This truss has been designed for both TPI-65 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Unrfortn loads (pif) Vert: 1-2=-70.0, 2-3=-70.0, 3~=-70.0, 4-5=-70.0, 5-6=-70.0, 6-7=-70.0, 7$=-70.0, 8-9=-70.0, 9-10=-70.0, 10-11=-70.0, 11-12=-70.0, 2-22=•20.0, 21-22=-20.0, 20-21=-20.0, 18-19=-20.0, 17-18=-20.0, 16-23=-20.0, 23-24=-20.0, 15-24=-20.0, 15-25=-20.0, 14-25=-20.0, 13-14=-20.0, 11-13=-20.0 Concentrated Loads (fb) Y,=epr Vert: 15=~17 14=-771 23=-1429 24=-237 25=-417 ~'" ~V . CARgi i~i •. ~ ~~ = ~;t ~' Q : G •- No. 8 3 i ~ • E OF , ''~0 ~tOR10P'~t1' '~s '~~ ~ si 1* -"ertrnnpatm~` Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence , 9801994 T21 ROOF TRUSS 1 1 - TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek indusMes, Inc. Fri Apr 16 17:27:44 1999 Page 1 r 2-0-0 4-6-0 4-7~r12 8-3-0 , 12-0-0 13-8-0~ 16-2-0 18-8-0 24-8-0 ~ 28-4-12 i 32 8 0 i~4 8 0 r , ~ 2.0-0 4-6-0 0-1-12 3-7.4 3-9-0 1-8-0 2-6-0 2-6-0 6-0-0 3-8-12 4-3-4 2-0-0 4x8= 2x411 3x8= 2x411 4x8= 6.00 12 3x6 % 1x4 1 W3 W 10 1x4 II W11 10 11 M Iv W 12oj 6 6x8= 13 4x4= 14 ~ N 20 19 3x4 = 6x8= 6x8= 4x8% 17 16 15 3x4= yc411 4x8= 2x411 3.00 12 r 4-6-0 i 12-0-0 X13-8-0~ 16-2-0 i 18-8-0 i 24-8-0 i 32-8-0 ~ 4-6-0 7-6-0 1-8-0 2-6-0 2-6-0 6A-0 8-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.41 19 >957 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.54 19-20 >714 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.26 11 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min Ildefl = 240 Weight: 2071b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-5 on center purlin spacing. BOT CHORD 2 X 4 SVP No.2D BOT CHORD Rigid ceiling directly applied or 4-1-14 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 7-16 REACTIONS (Ib/size) 2=1607/0-6-0, 11=1608/0-6-0 Max Horz2=281(load case 3) Max UpliR2=-983(load case 4), 11=-979(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=28, 2-3=-4867, 3-4=3794, 4-5=-2410, 5-6=-2277, 6-7=-2277, 7-8=-2855, 8-9=-2855, 9-10=-2389, 10-11=-2651, 11-12=31 BOT CHORD 2-20=4408,19-20=2755,18-19=2171,17-18=24,6-18=-135,16-17=0,15-16=0,14-15=24,8-14=-293,13-14=2144,11-13=2344 WEBS 3-20=106,4-2D=2006,4-19=-774, 5-19=581,5-18=314, 16-18=2116,7-18=780,7-16=-2435,14-16=2556,7-14=1807,9-14=852,9-13=248,10-13=-235 NOTES 1) This buss has been checked for unbalanced loading conditions. 2) This Wes has been designed for the wind loads generated by 110 mph winds at 32 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 55 ft by 34 ft wiih 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify rapacity of bearing surtace. 6) Provide mechanical connection (by others) of W ss to bearing plate capable of withstanding 983 Ib uplift atjoint 2 and 979 Ib uplift at joint 11. 7) This truss has been designed Tor both TPI-85 and ANSIlTPI 1-1995 plating criteria. LOAD CASE(S) Standard gtnMinlMYgryW,~ V ~RRi i~ 0 3 TE OF p,~:~~~R~pQ':'~~ "'rprernntxnntn~' .Job Truss Truss Type Oty Ply pane Armstrong-Leonard Residence , 9801994 T22 ROOF TRUSS 1 1 I TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:27:51 1999 Page 1 16-4-0 L~=0 i 4-6-0 4-7~2 9-1-0 i 13-8-0 14x0-0 i 18-8-0 i 22-8-0 ~ 27-4-12 i 32-8-0 i~ 2-0-0 4-6-0 0-1-12 4-5-4 4-7-0 0-4-0 2-4-0 2-4-0 4-0-0 4-8-12 5-3-4 2-0-0 4x4= 3x8= 2x411 4x8= 6.00 12 4x5 ~ 1x4 i 1 W3 W 9 1x4 II W8 W9 1 1U r? Iv w 11 or R 6 6x8= 12 4x4= q 18 6x12= 3x4= N 0 6x8= 4x8 16 15 14 2x411 4x8= 22411 3.00 12 i 4-6-0 r 13-8-0 r 16-4-0 ~ 18-8-0 i 22-8-0 i 32-8-0 i -i 4-6-0 9-2-0 2-8-0 2-4-0 4-0-0 10-0-0 LOADING(ps~ SPACING 2-0-0 CSI pEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.36 18 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.84 17.18 >465 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.26 10 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min Ildefl = 240 Weight: 211 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-3-7 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling direc8y applied or 4-2-2 on center bracing. B3 2 X 6 SYP SS WEBS 1 Row at midpt 6-15 WEBS 2 X 4 SYP No.3 REACTIONS (Ibfsize) 2=1607/0-6-0, 1 0=1 60610-6-0 Max Horz 2=307(load case 3) Max Uplift2=-983(load case 4), 10=-979(load case 4) FORCES (Ib) -First load Case Only TOP CHORD 1-2=28,2-3=-4867,3-4=ri798,4-5=-2149,5-6=-1908,6-7=-2290,7-8=-2290,8-9=-2208,9-10=-2555,10-11=31 BOT CHORD 2-18=4408,17-18=2574,16-17=24,5-17=703,15-18=0,14-15=0,13-14=22,7-13=-217,12-13=1980,10-12=2264 WEBS 3.18=-137,4-18=2179,4-17=-615,15-17=1807,6.15=-2168,13-15=2265,6-13=1558,8-13=489,8-12=291,9-12=-329,6-17=633 NOTES 1) This Wss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 110 mph winds at 32 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 55 ft by 34 ft wlth exposure C ASCE 7-93 per SBC/SBCCI If end verticals ex{st, 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 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 6} Provide mechanigl connection (by others) of truss to bearing plate capable of withstanding 983 Ib uplift atjoint 2 and 979 Ib uplift atjoint 10. 7) This Wss has been designed for both TPI-85 and ANSI/TPI t-1995 plating criteria. LOAD CASE(S) Standard . ~ • ~ R9 ~ ~~~ s ,k STATE OF :~ -g;:, .. ~ ~~ SS~oaAi.~ °~MI11111 Job Truss Truss Type Oty Ply Dane Armstrong-Leonard Residence 9801994 723 ROOF TRUSS 1 1 ' TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:27:59 1999 Page 1 4-8-0 ~ 18-8-0 i 20-8-0 ~ 26-4-12 ~ 32-8-0 i 3 16~ 9-1-0' ~ 13-8-0 4-7-12 -~0_O r + _ ~ ~ T 2-0-0 4-7-12 4-5-4 47-0 2-4-0 2-8-0, 2-0-0 5-8-12 6-3-4 2-0-0 5x8= 6.00 12 3x4= 4x4= 2x4 I I 5x6 % 3x4` 1 3 9 We 0 1x411 W9 10 ~ I~ w ,1o I~ 6x8=13 12 4x4= 1 M N 1 g 6x8 = 3x8 = 1x4 I I 6x8= 17 16 15 i 4x8 2x411 4x8= 2x411 3.00 12 ~ 4 6 0 ~ 13-8-0 ~ 16-0-0 ~ 18-8-0 ~ 20-8-0 ~ 26-4-12 i 32-8-0 _ _i r 4-6-0 9-2-0 2-4-0 2-8-0 2-0-0 5-8-12 6-3-4 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (lot) I/deft PLATES GRIP TCLL 20.0 Plateslncrease 1.25 TC 0.71 Vert(LL) 0.39 18 >998 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.83 18-19 >467 BCLL 0.0 Rep Stress incr YES WB 0.95 Horz(TL) 0.27 10 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min Ilde9 = 240 Weight: 219 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 7OP CHORD Sheathed or 2-3-15 on center purtin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rlgid telling directly applied or 4-2-B on carter breGng. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-16 REACTIONS (Ib/size) 2=1607/0-0-0, 10=1608/0-6-0 Max Horz 2=333(load pse 3) Max Uplift2=983(load case 4), 10=-979(load case 4) FORCES (Ib) -First load Case Only TOP CHORD 1-2=28, 2-3=-4867, 3-4=-4798, 4-5=-2165, 5-6=-2168, 6-7=-2007, 7-8=-1818, 8-9=-2017, 9-10=-2568, 10-11=31 BOT CHORD 2-19=4408,18-19=2587,17-18=23,5-18=-252,16-17=0,15-16=-0,14-15=24,7-14=423,13-14=2027,12-13=2279,10-12=2279 WEBS 3-19=134,4-19=2167,4-18=-809,16-18=1606,6-18=1552,6-16=-1973,14.16=2000,6-14=1413,7-13=-602,8-13=621,9-13=-541,9-12=120 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 32 ft above ground Level, using 10.0 psi top chord dead load and 5.0 psf bottom chorcl dead load, 1 mi trom hurtirane oceanline, on an occupanq category 1, condition I enclosed building, of dimensions 55 ft by 34 ft witty 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. at joint(s) 2 considers parallel to grain value using ANSIRPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. rin Be 5 a g ) 6) Provide mechanipl connection (by others) of truss to bearing plate capable of withstanding 983 Ib uplift at joint 2 and 9791b uplift at joint 10. 7) This fNSS has been designed for both TPI-85 and ANSIiTPI 1-1995 plating criteria. LOAD CA5E(S) Standard +~NIIrBtMWp *"` r~A ~~ •~ i ~. 3 ~ ss ~ * : -a.; STATE OF ~~ C ~ '~ ~ ` ,~s ~O R1~ ` ~s/ONe~E '*pxmm~nnmt~°'" Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence r 9801994 724 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 5 Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:28:05 1999 Pape 1 t 8-0-0 18-8r0 25-4-12 32-8-0 ~ 6-4 5 ~ 12-2-2 7 0 0 ~ r r 2-0-0 6-4-5 5-9-14 5-9-14 0-8-0 6-8-12 7-3-4 2-0-0 4x6 = 3x6= 6.00 12 5x5 3x4 7 3x4 i W2 W3 e "7 I o 5 W 9 1Q 15x8= 10 4x4= IN ~ 1x4 II 0 4x4= 14 13 12 1x411 3x8= 2x411 1$-8-0 r 25-4-12 r 32-8 9_ i r 6 4 5 ~ 12-2-2 + 6-4-5 5.9-14 6-5-14 6-8-12 7-3-4 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) 0.20 12 >999 M20 2491190 TCDL 15.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.26 10.11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.10 8 n/a BCDL 10.0 Code S8C/SBCCI (Matrix) 1st LC LL Min udefl = 240 Weight: 1821b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-3-2 on center puriin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-2-3 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1607/0-6-0, 8=1607/0-6-0 Max Horz 2=364(load qse 3) Max Uplift2=-984(load case 4), 8=-978(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=61, 2-3=2692, 3-4=-2111, 4-5=-1880, 5-6=-1604, 6-7=-1942, 7.8=-2661, 8-9=61 BOT CHORD 2-14=2305, 13-14=2305, 12-13=80, 11-12=69, 6-11=1142, 10-11=2271, 8-10=2271 WEBS 3-14=127,3-13=577,4-13=-147,4-11=-230, 11.13=1806,7-11=-727,7-10=164 NOTES 1) This truss has been checked for unbalanced loading conditions. Z) This buss has been designed for the wind loads generated by 110 mph winds at 32 ft above ground level, using 10.0 psf top chord dead load and 5.0 psi bottom chord dead load, l mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 55 ft by 34 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they era not exposed to wind. Ii cantilevers exist, they are exposed to wind. If porches exist, they era 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 connectlon (by others) of truss to bearing plate capable of withstanding 9841b uplift at joint 2 and 970 Ib uplift at joint 8. 6) This truss has been designed for both TPI-85 and ANSIITPI 1-1995 plating criteria. LOAD CASE(S) Standard ~ngtrunauMp CA R9i NV. i~tic ~ ~ ;4~;. 9 Q :w~ t o. 3 T .•S;•l...R~~ ~~~' +,s..S~ONAl 'Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence f 9801994 T25 ROOF TRUSS 1 1 , TRUE TRUSS INC., JACKSONVILLE FL, 32226 4.0-32 s Jun 9 1998 MiTek industries, Inc. Fri Apr 16 17:28:11 1999 Page 1 r-2-0-0 , 6-5-10 ~ 12-4-13 ~ 18-4-0 18T/~-0 25-4-12 ~ 32-8-0 X34-8-0` 2-0-0 6-5-10 5-11-3 5-11-3 0-4-0 6-8-12 7-3-4 2-0-0 6.00 12 4x4= 5x5 3x4 8 3x4 % W2 yyg 5 7 ~? I W B ~IR ~ 1 5x12= 9 4x4= N ~ 0 tx411 4x4= 13 12 11 1x411 3x8= 2x411 i 6-5-10 i 12-4-13 ~ 18-8-0 ~ 25-4-12 i 32-8-0 i r 6-5-10 5-11-3 6-3-3 6-8-12 7-3-4 LOADING(pst) SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.18 11 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.57 Vert(TL) -0.28 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.10 7 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft = 240 Weight: 189 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-13 on center puriin spacing. BOT CHORO 2 X 4 SYP No.2D 'ExcepC BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. B22X6SYPSS WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1607/0-0, 7=1607!0-6-0 Max Horz2=368(load case 3) Max Uplift2=-984(load case 4), 7=-978(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=31, 2-3=2549, 3.4=-1985, 4-5=-1789, 5-6=-1808, 6-7=-2479, 7-8=31 BOT CHORD 2-13=2264,12-13=2264,11-12=0,10-11=60,5-10=1156,9-10=2203,7-9=2203 WEBS 3-13=123,3-12=-558,4-12=-200,4-10=-219,10-12=1873,6-10=-663,6-9=141 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 32 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane ocean{ine, on an occupancy category I, condition I enclosed building, of dimensions 55 ft by 34 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. 1I 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 truss to hearing plate capable of withstanding 984 Ib uplift at joint 2 and 978 Ib uplift at joint 7, 5) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard M ~~' ~ No. ..;!~ E OF ~~ Op; O R, ~•mmmrmrw• Job Truss Truss Type Qly Ply Dane Armstrong-Leonard Residence , r 9801994 726 ROOF TRUSS 1 1 r r TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek industries, Inc. Fri Apr 16 17:28:18 1999 Pape 1 r 6-3-4 , 12-0-0 ~ 18-4-0 22-11-3 27-6-6 ~ 32 8 0 ~~a 8 0. 6-3-4 5-8-12 6-4-0 i 4-7-3 4-7-3 5-1-10 2-0-0 4x4 = 6.00 12 4x8 % 3x4 5 1x4// W3 q 3x4 % W2 6 W5 7 I °I W 8 ~ 4x8= I4 10 9 4x4= l q N = 0 j 3x8 5x5= 4x4= 13 12 3x6= 2x411 i F-3-4 T 12-0-0 ~ 18-4-0 i 25-2-12 ~ 3 8 0 6-3-4 5-8-12 6-4-0 6-10-12 7-5-4 LOADING (psi SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.27 12 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.35 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.15 7 n/a BCDL 10.0 Code SBC/SBCCI tst LC LL Min ildafl = 240 Weight: 1791b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 on center puriin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied w 5-9-8 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-10 REACTIONS (Ib/size) 1=1457!0-0.0, 7=1607!0-6-0 Max Horz 1=246(load pse 3) Max Uplift1=754(load pse 4), 7=-976(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=2567, 2-3=3160, 3.4=-1801, q-5=-1801, 5-0=-2391, 6-7=-2617, 7-8=31 BOT CHORD 1-13=2279,12-13=0,11-12=56,3-11=934,10-11=2807,9-10=1982,7-9=2319 WEBS 2-13=748,11-13=2437,2-11=557,3-10=-1411,4-10=1226,5-10=-542,5-9=368,6-9 =-263 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 32 ft above ground level, using 10.0 psf top chord dead load and 5.0 psi bottom chord dead load, 1 mi from hurtipne oceanline, on an occupancy ptegory I, condition I enclosed building, of dimensions 55 ft by 34 ft with exposure C ASCE 7-93 per SBC/SBCCI If end vertipls exist, they are not exposed to wind. If gntilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL inuease is 1.33, and the plate grip increase Is 1.33 3) All plates are M20 plates unless otherwise indipted. 4) Provide mechanipl connection (by others) of buss to bearing plate capable of withstanding 754 Ib uplift at Joint 1 and 978 Ib uplift at Joint 7. 5) This Wss has been designed fw both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) Standard ~V . CgR9i ~:•••'ii~itrq•• :~9 ~G .48 O '~'~i' p~V ~~ s' "~mMl~lnoe-~ Job Truss Truss Type Oty Ply Dane Armstrong-Leonard Residence , I 9801994 T27 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 -2-0-0 i 2-0-0 ~ 4.032 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:28:22 1999 Page 1 6-0-0 ~ 10-0-0 _ ~ ) 2-0-0 2-0-0 4-0-0 4-0-0 2x4 I I 4x8= 3x4= 6.00 12 T W 7 c~ 1 B1 8 7 1 yrd = 1 x4 I I r 2-0-0 ~ 3x4 = 3x4 = 6-0-0 i 10-0-0 ~ 2-0-0 4-0-0 4-0-0 LOADING (psf) SPACING 2-0.0 CSt DEFL (in) (loc) Udafl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.04 7 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.23 Vert(TL) 0.07 1-2 >386 BCL4 0.0 Rep Stress Incr YES WB 0.30 Harz(TL) 0.01 6 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min Udefl = 240 Weight: 48 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center pudin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling direc0y applied or 8-11-4 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=437/0-3-0, 2=587!0-8-0 Max Horz 2=203(load case 3) Max UpliftB=-230(load case 3), 2=-451(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD 7-2=31, 2-3=715, 3.4=960, 4-5=0, 5-8=-135 BOT CHORD 2~=622, 7-8=830, 6-7=960 WEBS 33=59, 3-7=341, 4-7=9, 4-6=-996 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 32 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 55 ft by 34 fl with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, they era 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 230 Ib uplift atjolnt 6 and 451 Ib uplift at Joint 2. 5) This miss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard awtnlwr NV' ~aR / ~ c tiF~ ~ ~ G~ r . ~ ~ ? N 8 03 *•s* TE OF ~~ ~~ O ~' p'~ 1 ~ R ~ • ~ '~ i's `~ ` io -~mwaa-~- Job Truss Truss Type Oty Ply Dane Annstronp-Leonard Residence t 9801994 T28 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 2-0 0 ~ 4-0-0 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fd Apr 16 17:28:28 1999 Page 1 ~ 10-0-0 I ~ 2-0-0 4-0-0 6-0-0 4x8 = 2x4 I I T2 6.00 12 W1 2 Wt 1 81 6 1 yc4 = 4-0-0 1 x4 I I 3x4 = ~ 10-0-0 ~ 4-0-0 6-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) i/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.02 6 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.19 Vert(TL) 0.07 1-2 >386 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.01 5 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min Ildefl = 240 Weight: 481b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center puriin 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) 5=437/0-3-0, 2=587/0-0-0 Max Horz 2=279(load case 3) Max Upli(t5=-242(load case 3), 2=-439(load case 3) FORCES (Ib) -First load Case Only TOP CHORD 1-2=31, 2.3=-558, 3~=-0, 4-5=-205 BOT CHORD 2-0=493, 5-6=500 WEBS 3-0=97, 3-5=529 NOTES t) This truss has been designed for the wind loads generated by 110 mph winds at 32 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 55 ft by 34 ft with exposure C ASCE 7-93 per SBClSBCCI H end vertipis exist, they are not exposed to wind. If cantilevers exist, they era 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 mechanipl connection (by others) of truss to bearing plate capable of withstandi ng 242 Ib uplift at Joint 5 and 439 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 HMIYIYIYp~ AR9~~,,` ` s ~ ~~ ip R ~• GA No. 8 3 ~ i # ,~ E OF , ~,ty ss~ • • ~~ 4.armlYatna^ Job Truss Truss Type Oly Ply Dane Armstrong-Leonard Residence 9801994 T29 ROOF TRUSS 1 1 TRUE 7RUSS INC., JACKSONVILLE FL. 32226 ~ -2-0-0 3-5-4 ~ 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Frl Apr 1617:28:33 1999 Page 1 6-0-0 i 10-0-0 ~ 2-0-0 3-5-4 ---i 2-6-12 4-0-0 4x8= 2xa II 6.00 12 1x4 3 1 1 81 7 8 1 3x5 = 3x4= 4x4 = ~ 6-0-0 6-0-0 ~ 10-0-0 4-0-0 LOADING (psf) SPACING 2-0.0 CSI DEFL (in) (lot) Ildeft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) 0.02 6-7 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.09 1-2 >272 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) -0.01 6 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Ildefl = 240 Weight: 61 Ib LUMBER BRACING 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 6 SYP SS BOT CHORD Rigid telling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=791/0-3-0, 2=741/0.6-0 Max Horz2=360(load case 3) Max Uplift6=524(load case 3), 2=-563(Ioad case 3) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=66, 2-3=-927, 3-4=730, 4-5=-52, 5-6=-136 BOT CHORD 2-7=773, 7-8=647, 6-8=647 WEBS 3-7=174, 4-7=523, 4.6=-751 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 32 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 55 ft by 34 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If pntilevers 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) Except as shown below, special connection(s) required to support concentrated load(s). Design of connectlon(s) is delegated to the building designer. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indipted. 5) Provide mechanical connectlom (by ottrers) of buss to beadng plate capable of withstanding 524 Ib uplift at Joint 6 and 563 Ib uplift at joint 2. 6) This Wss has been designed for both TPI-85 and ANSIlTPI 1-1995 pla8ng criteria. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) VeA; 1-2=-70.0, 2-3=70.0, 3-4=-70.0, 4-5=-70.0, 2-7=-20.0, 7$=-20.0, 6-8=-20.0 Concentrated Loads (Ib) Vert 7-254 8-254 `{ .MC v ~R' Ti~i ~a~ 0 3 TE OF :~ '~O.e~: ~~ O R `OP ~~~ • •• ~ ~ ~~, ss~ Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence 9801994 T30 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 8 1998 MiTek Industries, Inc. Fri Apr 16 17:28:37 1999 Page 1 6-0-0 ~ 6-0-0 1x411 s.oo 12 w1 1 3 y~4= 1x4 I i ~ 6-0-0 ~ LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) n/a - n/a M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.12 Vert(TL) -0.05 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/SBCCI 1st LG LL Min 1/deft ~ 240 Weight: 231b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rlgld ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 1=257/0-3-8,3=257/0-1-8 Max Horz 1=227(load case 3) Max Uplift1=73(load case 3), 3=-191(load case 3j FORCES (Ib) -First load Case Only TOP CHORD 1-2=-0 BOTCHORD 1-3~ WEBS 2-3=-200 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 32 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 55 ft by 34 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If pntilevers 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) 3. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 731b uplift at joint 1 and 191 Ib uplift atjoint 3. 5) This truss has been designed for both TPI.85 and ANSIlfPI 1-1995 pla8ng criteria. LOAD CASE(S) Standard .. ~ • ~ RA ~ ~~~ ~ .q STATE OF :~ 9~ ..c~OR1~p'.'~c' • c,~ ~ i's `~ ` iv Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence ' 9801994 T31 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:28:43 1999 Page 1 ~ -2-0-0 ~ 3-0-0 6-0-0 ~ -0-0 ~ 10 8 0 ~ 2-0-0 3-0-0 3-0-0 3-0-0 1-8-0 5x5= 3x4 = 4x4 = 6.00 12 3x4 6 4x4 1 W W 1 4 6 4 M 11 93x4= 14 15 8 2x411 5x5= 3x8= 2x411 i 1-7-0 i 3-0-0 ~ 9-0-0 ~ 10 8 0 ~ 1-7-0 1-5-0 6-0-0 1_g_0 LOADING(ps~ SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.06 8-9 >999 M20 249!190 TCDL 15.0 Lumber Increase 1.25 BC 0.17 Vert(TL) 0.11 1-2 >238 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) -0.00 7 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft = 240 Weight: 781b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end vertlcals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling direcfly applied or 6-0-0 on center bracing. WEBS 2 X 4 SYP No.3.6ccept' W7 2 X 4 SYP No.2D, WS 2 X 4 SYP No.2D REACTIONS(Ib/size) 7=207!0-6-0, t0=580/0-6-0 Max Horz 10=340(load case 3) Max Uplift7=755(load case 3), 10=-1257(load rase 4) Max Grev7=377(load case 6), 10=724(load case 5) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=67, 2-3=211, 3.12=3, 4-12=3, 4-13=-80, 5-13=-81, 5-6=111, 2-11=-18, 6-7=-216 BOT CHORD 10-11=-44, 9-10=-8, 9-14=113, 14-15=113, 8-15=113, 7-8=2 WEBS 3-10=385, 3-9=128, 4-9=185, 4-8=-52, 5-8=-98, 2-10=-207, 6-8=161 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 32 ft above ground level, using 10.0 psi top chord dead load and 5.0 psi bottom chord dead load, 1 mi from hurticane oceanline, on an occupancy category 1, condition 1 enclosed building, of dimensions 55 ft by 34 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, the left is exposed and the right is not exposed. 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) Except as shown below, special connection(s) required to support concentrated 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 mechanipl connection (by others) of truss to beadng plate ppable of withstanding 7551b uplift atjoint 7 and 1257 Ib uplift atjoint 10. 7) This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteda. 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, 3-12=-70.0, 4-12=-70.0, 4-13=-70.0, 5-13=-70.0, 5-0=-70.0, 10-11=-20.0, 9-10=-20.0, 9-14=-20.0, 14-15=-20.0, 8-15=20.0, 7~8=-20.0 Concentrated Loads (Ib) Vert 3=24 5=24 9=98 8=98 12=24 13=24 14=2 15=2 IIp1Y1MY '~ . Cq/~ ~ ,Z ~ Ss * :* -o : STATE OF ~~.t~SS O R 1 ~~~~ ~ '°~Y~wlYtnnnlm"' 'Job Truss Truss Type Oty Ply Dane Armstrong-Leonard Residence 9801994 T32 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:28:49 1999 Pape 1 i -2r 0-0 ~, 5-0-0 2-0-0 5-0-0 ~ 7-0-0 ° 10-8-0 i 2-0-0 3-8-0 5x5= 4x4 = 6.00 12 3x4 3x4 % 5 W3 1 W 6 9 7 2x4 I I 3x4= 3x8= 2x4 I I ~ 1-7-0 ~ 1-7-0 7-0-0 ~ 10-8-0 5-5-0 3-8-0 LOADING (psi) SPACING 2-0-0 CSI DEFL (in) (loc) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.00 7 >999 M20 249/190 TCOL 15.0 Lumber Increase 1.25 BC 027 Vert(TL) 0.07 1-2 >363 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.00 6 n/a BCDL 10.0 Code SBC/SBCCI 1s1 LC LL Min Udefl = 240 Weight: 75 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 6-0-0 on center bracing. WEBS 2 X 4 SYP No.3'Except' W7 2 X 4 SYP No.2D, W5 2 X 4 SYP No.2D REACTIONS (Ib/size} 6=37710-6-0, 8=707/01'i-0 Max Horz 8=366(load case 3) Max Uptift6=191(load case 4), 8=-610(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=34, 2-3=177, 3-4=-169, 4-5=-193, 2-9=13, 5-0=-340 BOT CHORD B-9=0, 7-8=142, 6-7=0 WEBS 3-8=-+189, 3-7=72, 4-7=-107, 2-8=-299, 5-7=216 NOTES 1) This truss has been checked for unbalanced loading condi5ons. 2) This truss has been designed for the wind loads generated by 110 mph winds at 32 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 dimensions 55 ft by 34 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, the left is exposed and the right Is not exposed. If rantllevers 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 era M20 plates unless otherwise indicated. 5) Provide mechanipl connection (by others) of truss to bearing plate capable of withstanding 191 Ib uplift at Joint 6 and 610 Ib uplift at joint 8. 6) This buss has been designed for both TPl-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard ~~M ~V. CARRY Q~;~~tiF1i;9T, 0.4 3 T O 1 P • • ' ~ ••~ R ss~. ~~~ °~nanrntttranw' Job Truss Truss Type Oly Ply Dane Armstrong-Leonard Residence a' 9801994 T33 ROOF TRUSS 2 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek industries, Inc. Fri Apr 1617:28:561999 Page 1 r -2-0.0 ~ 6-0-0 2-0-0 6-0-0 ~ 10-8-0 i 4-8-0 4x8= 6.00 12 3x4 3x4 % W2 4 W 5 q M 8 6 2x4 I I 3x4 = 3x4 = 2x4 I I i 1-7-0 i 6-0-0 1-7-0 4-5-0 i 10-8-0 i 4-8-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.00 6 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.20 Vert(TL) 0.07 1-2 >362 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.00 5 n!a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min 1(defl = 240 Weight: 71 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center puriin spacing, except end verticals. 807 CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling direc8y applied or 6-0-0 on center bracing. WEBS 2 X 4 SYP No.3'Except' W6 2 X 4 SYP No.2D, W4 2 X 4 SYP No.2D REACTIONS (Ib/size) 5=378/Ob-0, 7=706/0-8-0 Max Horz 7=379(load case 3) Max Uplifts=192(load case 4), 7=-608(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=34, 2-3=194, 3-4=-175, 2-8=13, 4-5=-333 BOT CHORD 7-8=0, 6-7=157, 5.8=0 WEBS 3-7=-493, 3-6=~, 2-7=-331, 4-6=184 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This buss has been designed for the wind loads generated by 110 mph winds at 32 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf boftom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 55 ft by 34 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, the left is exposed and the right is not exposed. 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) All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection {by others) of truss to bearing plate rzpable of withstanding 192 Ib uplift at joint 5 and 608 Ib uplift atjoint 7. 5) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard tdM~ ~= No. ~c~ E OF • ~`• :~ O R10P' ~' ~~ .... ~ss `~ jo ~~~n~tal~~. :Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence e ' 9801994 734 ROOF TRUSS t 2 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 1617:29:03 1999 Page 1 ~ 4-8-0 i 9-4-0 i r 4-8-0 4-8-0 4x4= 6.00 12 3x5 i 3x5 W 1 3 2 W 8 6 9 5 10 3x411 7x8= 7x8= 3x411 , 3-3-8 , 6-0-B , 9-4-0 ~ r 3-3-8 2-9-0 3-3-8 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plateslncrease 1.25 TC 0.37 VeR(LL) 0.03 6 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.03 6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.00 4 nla BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Ildefl = 240 Weight: 140 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 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 'Except` W3 2 X 4 SYP No.20, W3 2 X 4 SYP No.2D REACTIONS (tblsize) 7=4527!0-0-0, 4=2880!0.6-0 Max Horz 7=60(load case 3) Max Uplift7=-3068(ioad case 4), 4=-1676(load case 4) FORCES (ib) -First Load Case Only TOP CHORD 1-2=3056. 2-3=1955, 1-7=-3707, 3-0=-2408 BOT CHORD 7-8=145, 6-8=145, 6-9=1905, 5-9=7905, 5-10=80, 4-10=80 WEBS 2-6=2729, 2-5=786, 1-6=3354, 3-5=2134 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 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) Special connection required to distribute bottom chord loads equally between all plies. 3) This buss has been checked for unbalanced loading conditions. 4) This buss has been designed for the wind loads generated by 110 mph winds at 32 ft above ground level, using 10.0 psi top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanfine, on an occupancy category 1, condition t enclosed building, of dimensions 55 ft by 34 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 lumbar DOL Increase Is 1.33, and the plate grip increase is 1.33 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) All plates are M20 plates unless otherwise indicated. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3068 Ib uplift atjoint 7 and 16761b uplift atjoint 4. 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. Plale Increase=1.25 Uniform Loads (pif) Vert: 1-2=-70.0, 2-3=70.0, 7-8=-20.0, 6-8=-20.0, 6-9=-20.0, 5-9=-20.0, 5-10=-20.0, 4-10=-20.0 Concenrated Loads (Ib) Vert 4=-354 6=-4545 6=-1026 9=-334 10=-334 llHr~rM1 `; •':~!F^=. X47 .48 O = . R,OP, mss • ~~ -w~nnxltnlw~ Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence t , 9801994 T35 ROOF TRUSS ~ 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 ~ 2-0 O r 7-5-4 ~ 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 1617:29:10 1999 Page 1 14-4-0 ~ 18-9-8 ~ 23,6-8 _~ r 2-0-0 7_~4 6-10-12 4-5-8 4-9-0 4x4= 6.00 12 3x4 3x4 2xa II w a 6 w2 0 N O 3x4 = 9 8 7 1x4 I I i 7-5-4 ~ 5x8= 3x4= 14-4-0 ~ 23-6-8 i 7-5-4 6-10-12 9-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/de0 PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.08 9 >999 M20 249/190 TCDL 15.0 Lumber increase 1.25 BC 0.51 Vert{TL) -0.20 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.04 7 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min 1/deft = 240 Weight: 127 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-3 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D 80T CHORD Rigid ceiling directly applied or 7-0-4 on center bracing. WEBS 2 X 4 SYP No.3 'Except' W6 2 X 4 SYP No.2D REACTIONS (Iblsize) 2=1196/D-6-0, 7=1046/0-3-0 Max Horz2=446(load case 3) Max UpliR2=758(load case 4), 7=-551(load case 4) FORCES (Ib) -First load Case Only TOP CHORD 1-2=31, 2-3=-1567, 3-4=-901, 4-5=-897, 5-6=-0, 6-7=-158 BOT CHORD 2-9=1393, 8-9=1393, 7-8=729 WEBS 3-9=141, 3-8=-070, 4-8=403, 5-8=108, 5-7=-1080 NOTES 1) This tnrss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 110 mph winds at 32 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 ml from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 55 ft by 34 ft with exposure C ASCE 7-93 per SBClSBCCI If 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 3) All plates are M20 plates unless otherwise indicated. 4) Provide mechanist connection (by others) of truss to bearing plate capable of withstanding 758 Ib uplift at Jofnt 2 and 551 Ib uplift at Joint 7. 5) This Wss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard vN~ n G`` `' ~ v ~ y~ ` ',;IFI ~~ Q ~' ~' ,G~ ~: N 3 * :* TE OF ~~ ~ ~~ ~P~ ~ OR~ ~ ~ ~ ss~o i~ Job Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence s , 9801994 T36 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.032 s Jun 9 1998 MiTek IndusMes, Inc. Fri Apr 16 17:29:14 1999 Page 1 i 3-10-7 3-10-7 , 7-5-6 8-1-14 i 3-6-15 0-8-8 6.00 2x4 I I 3x4 = 3x4 = 2x4 I I W 3 N 5 3x4 = 3x4 = r 3-10-7 3-10-7 ~ 8-1-14 ~ 4-3-7 LOADING(pst) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.Ot 5$ >999 M20 249!190 TCDL 15.0 Lumber Increase t.25 BC 0.16 Vert(TL) -0.07 5-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft = 240 Weight: 58 Ib LUMBER BRACING 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 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3'ExcepC W4 2 X 4 SYP No.20 REACTIONS (Ib/size) 6=354/0-1-8, 5=354/0-1-8 Max Horz6=-23(load case 2) Max Uplift6=197(load case 2), 5=-167(load case 2) FORCES (Ib) -First Load Case Only TOP CHORD 1-6=116, 1-2=23, 2-3=-31, 3-4=-89, 4-5=-138 80T CHORD 5-0=136 WEBS 2-5=-172, 2-6=-197 NOTES 1) This buss has been designed for the wind loads generated by 110 mph winds at 32 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 55 ft by 34 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 mechanipl connection (by others) of truss to bearing plate at joint(s) 6, 5. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 197 Ib uplift at joint 6 and 167 Ib uplift atjoint 5. 6) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 1Yy'" rulrw Cg ~ R9~ ~N ~ Q:~`~ • ,, No. S 3 ~ OF , '~~it~;' c~ O R10P' -.~rrr,r.r„„~~- lob Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence , 9801994 737 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek {ndustries, Inc. Fri Apr 16 17:29:19 1999 Page 1 + 5-5-6 ~ 8-1-14 r 5-5-6 2-8-8 6.00 2x4 I I 4x4 = 2x4 I I 3 3 N +q 4 3x4 = 3x4 = 8-1-14 i r 8-1-14 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1ldeR PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) n/a - n/a M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.19 4-5 >499 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/SBCC1 1st LC LL Min Udell = 240 Weight: 621b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end vertcals. 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'Except• WEBS 1 Row at midpt 1-5, 2-5 W42X4SYPNo.2D REACTIONS (Ib/size) 5=354/0-1 -8, 4=354/0-1-8 Max Horz 5=99(load case 2) Max UpiiR5=254(load case 2), 4=-111(ioad case 2) FORCES (Ib) -First Load Case Only TOP CHORD 1-5=186, 1-2=-0, 2-3=-0, 3-4=-90 BOT CHORD 4-5=75 WEBS 2-5=117, 2-4=-200 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 32 R 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 55 ft by 34 R 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 atjolnt(s) 5, 4. 5) Provide mechanipl connection (by others) of truss to bearing plate capable of withstanding 254 Ib uplift at joint 5 and 111 Ib uplift at Joint 4. 6) This Wss has been designed for both TPI-85 and ANSI7TPI 1-1995 plating criteria. LOAD CASE(S) Standard gMUIllMtldr~yy,~ ~V. CA/jR~ 0 3 • TE OF ~•~ 0P'~' • ~ ~O ~OR1 ~mmnnmm. •. ~b Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence ~ , 9801994 T38 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:29:23 1999 Page 1 r 3-5-6 3-5-6 ~ 8-1-14 ~ 4-8-8 2x411 4x4= 8.00 2x4 I I 3 W 3 N 5 4 3x4 = 3x4 = ~ 8-1-14 ~ 8-1-14 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) n/a - n/a M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.19 4-5 >499 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft = 240 Weight: 67 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 direc8y applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3'Except' WEBS 1 Row at midpt 1-5, 2-4 W4 2 X 4 SYP No.2D REACTIONS (Ib/size) 5=354/0-1-8, 4=354/0-1.8 Max Horz5=178(load case 2) Max Uplifts=320(load case 2), 4=-45(load case 2) FORCES (Ib) -First Load Case Only TOP CHORD 1-5=116, 1-2=0, 2-3=-0, 3-4=160 BOT CHORD 4-5=72 WEBS 2-5=175, 2-4=-136 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 32 ft above ground level, using 10.0 psf top chord dead load and 5.0 psf bottom chord dead load 1 mi Trom hurricane , oceanline, on an occupancy ptegory I, condition I enclosed building, of dimensions 55 ft by 34 ft with exposure C ASCE 7.93 per SBC/SBCCI If end verticals exist the are not ex osed to wind If pntrlevers exist, they are exposed to wind. If porches exist, they are not exposed to wind , y p . . 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 mechanipl connection (by others) of truss to bearing plate atjoint(s) 5, 4. 5) Provide mechanipl connection (by others) of truss to bearing plate capable of withstanding 320 Ib uplift at Joint 5 and 451b uplift at joint 4. 6) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) SNandard tNY~t .. ~~ ~ ,9 ~~t STATE OF ~,~ ~~ O R\~P' -+nnmwtnw~^~ Job Truss Truss Type Ory Ply Dane Armstrong-Leonard Residence ~ ~ ~ 9801994 740 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 r 2-0 0 4-6-0 A-7,12 7-0-0 ~ 4.0-32 s Jun 9 1996 MiTek Industries, Inc. Fri Apr 16 17:29:34 1999 Page 1 13-8-0 18-6-8 i 2-0-0 4-6-0 0-1-12 2-4-4 6-8-0 4-10-8 5x5= 5x8 1x411 6.00 12 W1 g3 4x4 6 W v 4 10 3x8= 9 l 5x8= 1 1 83x5= 3x4 2x4 I I 3.00 12 4-6 0 ~ 13-8-0 ~ 18-6-8 ~ r 4-6-0 9-2-0 4-10-8 LOADING (psf) SPACING 2-0-0 CSI DEFL (inj (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.17 9-10 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.31 9-10 >705 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.12 7 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Ildetl= 240 Weight: 93Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9-5 on center purtin 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. B32X6SYPSS WEBS 2 X 4 SYP No.3'Except' W5 2 X 4 SYP No.20 REACTIONS (Ib/size) 2=960/0~-0, 7=81310-3-0 Max Horz2=270(load case 3) Max Uplift2=-665(load case 4), 7=-411(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=57, 2-3=-2438, 3-4=-2303, 4-5=-1270, 5-6=-1031, 6-7=-795 BOT CHORD 2-10=2136, 9-10=1383, 8-9=-115, 5-9=-12, T-8=133 WEBS 3-10=-26, 4-10=967, 4-9=-120, 6-8=739 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 32 ft above ground level, using 10.0 psf top chord dead load and 5.0 psi bottom chord dead load, 1 mi from huricane oceanline, on an occupancy ptegory I, condition I enclosed building, of dimensions 55 ft by 34 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 dretnage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surtace. 6) Provide mechanical connection (by others) of Wss to bearing plate capable of withstandi ng 665 Ib uplift at joint 2 and 411 Ib uplift at Joint 7. 7) This Wss has been designed for botir TPI-85 and ANSIlTPI 1.1995 plating criteria. LOAD CASE(S) Standard WWeIY ~ g~ ' ~ IFIC;g , ' G j:• ~ ~ rG . 0.4 3 T '•.l O R10P' ~' ssi ~~~` ^mmrtnamm~ ~b Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence ~ ,~ r 9801994 T41 ROOF TRUSS 1 1 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:29:41 1999 Page 1 ~ -2-0-0 i 4-6-0 4-7712 9-0-0 i 11-8-0 ~ 13-8-0 i 18-6-8 i 2-0-0 4-6-0 0-1-12 4-4-4 2-8-0 2-0-0 4-10-8 4x4= 5x5 = 2xa I I s.oo 1z 6 3x4 ~ W 4 W 3 4x4 83 7 W 12 11 3x8= 1 v~4 5x5= 3x8= j 1 9 3x4 = 3x5 = 2x4 I I 3.00 12 r 4-6-0 i 9-0-0 i 13-8-0 ~ 18-6-8 i r 4-6-0 4-6-0 4-8-0 4-10-8 LOADING(pst) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.13 11-12 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.16 11-12 >999 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.11 8 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft = 240 Weight: 102 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-10-11 on center purlin spacing, except end vertlrals. BOT CHORD 2 X 4 SYP No.2D `Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. B32X6SYPSS WEBS 2 X 4 SYP No.3 `Except` W7 2 X 4 SYP No.2D REACTIONS (Ib/size) 2=980/0-0-0, 8=813/0-3-0 Max Horz2=297(load case 3) Max Uplift2=-665(load case 4), 8=-411(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=57, 2-3=-2385, 3-4=-1263, 4-5=-1083, 51i=-1315, 6-7=-1029, 7-8=-792 BOT CHORD 2-12=2089, 11-12=1966, 10-11=954, 9-10=-117, 6-10=386, 8-9=136 WEBS 3-12=549,3-11=-933,4-11=245,5-11=222,5-10=334,7-9=735 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 32 ft above ground level, using 10.0 psf top chord dead load and 5.0 psi bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy ptegory I, condition I enclosed building, of dimensions 55 ft by 34 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 inrrease 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) 2 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify rapacity of bearing surface. 6) Provide mechanipl connection (by others) of truss to bearing plate capable of withstanding 865 Ib uplift at joint 2 and 411 Ib uplift at joint 8. 7) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 platlng cdteda. LOAD CASE(S) Standard N R N~' A 9/ ~ • ~' No. ~ E OF ~~ •.`• ~ 0P~~' OR1 • ~ ssio ....`~~~ ~~ ~b Truss Truss Type Qty Ply Dane Armstrong-Leonard Residence „ , 3 , '9601994 T42 ROOF TRUSS 1 2 TRUE TRUSS INC., JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries, Inc. Fri Apr 16 17:29:48 gg page 1 r -2-0-0 ~ 5-4-5 9-10-2 ~ 14-4-0 ~ 18-9-8 ~ 23-6-8 ~ 2-0-0 5-4-5 4-5-14 4-5-14 4-5-8 4-9-0 4x5 = 1x411 3x5 6.00 12 W tx4~ 2x4 11 W 5 7 6 0 N M Y O 3x6= 10 9 8 7x8= 7x8= 4x4= i 9-10-2 ~ 15-3-2 ~ 23-6-8 ~ 9-10-2 5-5-0 8-3-6 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deg PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) 0.15 10 >999 M20 249/190 TCDL 15.0 Lumber Increase 1.25 BC 0.23 Vert(TL) -0.15 9-10 >999 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) -0.04 8 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deb = 240 Weight: 310 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-5-7 on center purlin spacing, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 8-11-9 on center bracing. WEBS 2 X 4 SYP No.3'Except' WEBS 1 Row at midpt 6-8 W7 2 X 4 SYP Na.2D REACTIONS (Ib/size) 8=456510-3-0, 2=3081/0-6-0 Max Horz 2=450(load case 3) Max Uplift8=3451(load case 4), 2=-2312(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=33, 2-3=-5866, 3-4=-5544, 4-5=-5544, 5-6=-5709, 6-7=0, 7-8=-158 BOT CHORD 2-10=5252, 9-10=4560, 8-9=4028 WEBS 3-10=-335,4-10=-320,5-9=4120,6-9=1812,6-8=-5911,5-10=748 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 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) Special connection required to distribute bottom chord loads equally between all plies. 3) This truss has been checked for unbalanced loading conditions. 4) This truss has been designed for the wind loads generated by 110 mph winds at 32 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 55 ft by 34 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 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) All plates are M20 plates unless otherwise indicated. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3451 Ib uplift atjoint 8 and 23121b uplift aljoint 2. 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=1.25, Plate Increase=1.25 Uniform Loads (pl() Vert: 1-2=-70.0, 2-3=-70.0, 3-0=-70.0, 4-5=-70.0, 5-6=-70.0, 6-7=-70.0, 2-10=-20.0, 9-10=-20.0, 8-9=-20.0 Concentrated Loads (Ib) Vert: 9=-5404 11NIYIMYlry~ NV. CAR9i ~ •'ii~i •• ;: 0 3 TE OF :~ '~~~ 'c~ O R 1~P'~~ ~G:rs/~-N Al ~~ -~mrmltaan~ July 30, 2001 Mr. Don Ford Building Inspector pity of Atlantic Beach, FL Dear Mr. Ford, Larry Hunt, Supernatant Armstrong Properties, and myself have received and reviewed building code spec 81007.3.4 and understand clearly that 7 steps in my house a ~; 3 ' Lam do not comply with the letter of this code.. Basically, the depth varies from one end to the other. It is our feeling that this variation does not present a discernable safety risk. Therefore, as a consideration for this variance for this code I will relieve and hold completely harmless the City of Atlantic Beach from any and all. liabilities. that might occur on these stairs. Thank you very much with consideration for thin variance.. Please let me know at once should you require more additional or more formal documentation relative to this matter. S' re , Leon '~'"`~'°AIiC`ia Lane Atlantic Beach, FL 32233 .e' ~ ~ ~ ~ ~_r ~ a. ~ w ;'~ ~.~Gl City of F,tlantic E3each ~;,~ii~ing and ~r~nin~, APpROV~D CI ~ ~-i,oiTivL~NoiC~'ic~ACH By_r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dep~coab.us Application. Number 07-00000801 Date 6/18/07 Property Address 2220 ALICIA LN Application type description MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc 1 AHU ---------------------------------------------------------------------------- Owner Contractor ------------------------ PERFECT-CLIMATE HEATING AND AIR CONDITIONING, INC 11210 PHILLIPS INDUSTRIAL BLVD JACKSONVILLE FL 32256 (904) 646-1020 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . Permit Fee 55.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 12/15/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 55.00 55.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 55.00 55.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. /~j~~,, ~,` CITY OF ATLANTIC BEACH l' ~ F-_~~ MECHANICAL PERMIT APPLICATION Date: ~ - ~ ~ ~O `~ ss:o~o~ o'Z~ A ~ ~ ~ p~ LO~tr Property Addre l ~ ii Owner: ~ l ~ L ~ _[7 (10~~t'~ Telephone #: P'r~eC L'~ima~e Contractor: i c~t ~ °~- Telephone #: (p ~ (,p ' j (~c~ (~ Contractor Address: ~ V1 a I,c~ ~ ~ ~g Fax #: a~ a - ~l~ 03 Contractor Signature: In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which aze a part hereof and in accordance with the City of Atlantic Beach ordinances and standazds of ood ractice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: }~- Electric ^ Gas: LP -Natural -Central Utility ^ Oil ^ Other - S eci MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ~ Heat _ Space _ Recessed 1 Central _ Floor ~,~, Residential ^ Air Conditioning: _ Room _ Central ^ Duct System: Material Thickness ^ Commercial Maximum capacity cfm ^ Refrigeration ^ New Building ^ Cooling Tower: Capacity h'pm ^ Fire Sprinklers: Number of Heads ~ Existing Building _ Manlift Escalator (Number) ^ Elevator: ~ Replacement of Existing System _ ^ Gasoline Pumps (Number) ^ 'T'anks (Number) ^ New Installation ^ LPG Containers (Number) (No system previously installed) ^ Unfired Pressure Vessel ^ Boilers ^ Extension or Add-on to Existing System ^ Gas Piping ^ Other -Specify ^ Other -Specify LIST ALL E UIPMENT AIR CONDTTIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton's Agency HEATING -FURNACES, BOILERS, FIREPLACES & AII2 HANDLER'S Approving Number Units Description Model # Manufacturer BTU's Agency A-r ~~d v~ 4a l.e~/~ ya a~ L TANKS Nominal Capacity Type Liquid How Many & Dimensions Contained Serial Approving Manufacturer No. A enc 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • httn://www.ci.atlantic-beach.fl.us Revised 1/04 Jun 11 07 09:29a Perfect Climate Htg&Air 904-262-7703 p.2 ~" v ;: M .f.;i, ~'~~, . ,~~.:~ MECHANICAL PERMIT APPLICATION Date: p R ~ "C~ Property Address:c~y~ c~~ A l l C i Q ~4~Y -1 ~ ~ Owner: ~ (1 Telephone #: ~~e C~~~ ~ Contractor: ; ~ Telephone #: ~D~~ - I t'~c~(~ Contractor Address: ~ a 1,t) ~ < tg Fax #: ate a ~ ~7'~ 03 9 Contractor Signatw'c: In eoosideratioa of permit even for doing dre work as described in fire above statement, we lreaby agree to perform said work in axordance with the attached pima aai specifirm4ons which are a parr herepf and in accoMrmea with the L:ity of Atlantic Beach orrtir>turces end standards oC ractice liskd therein. 'Type of HeatiaP Fud: If other construction is being done on this building ~$ Eloctric or site, list the building permit ntttnber. ^ Gas: LP I~atura] -Central L`tility ^ Oil ^ Other-S i MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ~. Heat _ Space _ Recessed 1 Central _ Floor ~, Residrntial ^ Air Conditiottir>tg: Room Central _ ^ Duct System: Material ~ Thickness O Commercial Maximtmt capacity cfm O Retxigeration ^ Vew Building ^ Cooling Tower: Capacity anm ~. Existing Building o Fire Sprinklers: Number of Heads ^ Elevator: _ _ Matttift Escalator {Number) ~ Replacement of Existing System ^ Gasoline Pumps (Number) ^ Tacks (Number) ^ New Installation ^ LPG Containers (Nttanber) (No system previously in~allcd) ^ Un$red Pressure Vessel D Boilers O Extension or Add-on to Existing System ^ Gas PiP~$ ^ Other -Specify D Other -Specify LIST ALL E UIP'MENT ' AIR CONDTC[ONING, REFRIGERATION EQil[PNIENT ~r CO.YOENSOR'S Approving Ntanber Uads Description Modd X Manuft¢trrrrx Tea's Agency HEATING - FURNACFS~, BOn.ERS, FIREPLACES & A>]Z HANDLER'S Approving Number Units Description Mode! tt Mamifachrrer 87ti's Agency n v~ va ~e~-~r y L T.L Nominal Capacity Type Liquid Sttial Approving How M do Dimensions Contained vlanufacturu Ko. A erne CITY OF ATLANTIC BEACH 600 Semindr Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fa:: {904) 247-5645 • httn://www.ci.atiantic-beach.tt.ns Re~~ised 1104 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept(a,coab.us Application Number 07-00000868 Date 6/28/07 Property Address 2220 ALICIA LN Application type description MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc 1 AHU 1 HS Owner Contractor PERFECT-CLIMATE HEATING AND AIR CONDITIONING, INC 11210 PHILLIPS INDUSTRIAL BLVD JACKSONVILLE FL 32256 (904) 646-1020 ----------------------- Permit -------------- MECHANICAL ------------------ PERMIT --------------------- Additional desc . Permit Fee 55.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 12/25/07 ----------------------- Fee summary ----------------- -------------- Charged - --------------------------------------- Paid Credited Due Permit Fee Total --------- - 55.00 --------- ------- 55.00 --- ---------- .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 55.00 55.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Jun 20 07 10:06a uur.~: -, - .:~,: Perfect Climate Htg&Air 904-262-7703 P •2 CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION. Date: ~.v ~ q O `7 Property Address: ~ aao -~ ~ ; e; ~... ~~, P Owner: ~ i ~ ~ ~.2ar10~rCd~ Telephone #: # h Contraactor: IR c ~ ~te.ixi- a- A, r one : ep Contractor Addresa• ( r ~ ~ < <~ Faz #: a ~o a - ~~ a 3 Contractor Signature: In catsid of pannut pvea 6or doing the work as described in the above statemmtt, we hereby agree to perform said work ®accordanee whh ffie attadted plain sad spoeificsbo~u which are a pat haeol and in acoordanee with qte City of Atirattie Hcach ordinance and atandvds of -aetice 1~sted therria. Type of Seatieg Foci: >f other constrtrtxior- is being done on this building or silo, list the binding peratit number: Electric O Gas: LP Natural Central Utiiiry O Oil O Other MECHANICAL ]ifQi1IPMENT TO BB INSTALLED NATURE OF WORK pj Neat Space Rocessed ~ Central ~ Floor r ~ Rpidentia! Room Central D Air Conditioning: ~ Thiclaness O ~ Duct System: Material ^ Commercial Maximum capacity ctat O Refrigeration ^ New Building o Cooling Towel: Capacity irDm ~ g~s~g Building D Fire Splinkkrs: Ntunber of Heads D Elevator; _„_ _ MsnIiR Escalator (Number} ~ Replacemerst of Existing System O Gasoline Ptunps (Number) O Taaic4 (Number) D New Installation a LPG Containers (Number) (N° sY~' p~Ot~' ~~ O U1i6red Presstue Vessel. D Extension or Add-on to F.>tistiAg System D Boilers o Gas Piping O Othu -Specify ^ Other -- Specify LIST ALL S UIPMENT Ant CONDrITONING, REFRIGERATION EQUIPi-fENT ~c COIVDENSOR'S Approving Numbs Units Dacriptioa Model b tutanufacuaer Ton's Agency HEAT1TtC - FURDtACFS. BOII.ERS, BQtEpLAC~i do AIR HANDLER'S APProv~B Number Units Destxipti~ Molds Manufacturer BTU's Agency ~ ~~~r ~• _~ ~ein~X a~ {; ~ TANI4S Nominal Capadty Type [yiquid Send APP1°'~g FIow d: Dimauions Canmined Manufacturer No. 800 Seminole Road • Atlantic Beach, Florida 32233-545 Phone: (904) 249-SSat) • Fu: (904) Z47-5845 • http://www.ci.attsntic-beach.fl.us Qevised 1/04 'rj 1 ~~ic CITY OF ATLANTIC BEACH ~- ~ - {~ MECHANICAL PERMIT APPLICATION. ~J7S ~~ Date: Property Address: ~ a~~ ~ (1 C.1 Q ~I'1 ? . Owner: t ~ l e r'10~rO1 T elephone #: -- --t~ f ~IF1` ~r ec {- C ~ ~ M0. ' Cont t ~ l h # C ~ ~ ~ l ~ a© rac or: ep 0. e one : o o Contractor Address: ~, s ~ 2n r P VJ ~ ~ ~~ Faz #: ~ ~ a ~' ~~ ~ 3 Contractor Signature: In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of ractice listed therein. Type of Heating Fuel: If other construction is being done on this building f l( Electric or site, list the building permit number: ^ Gas: _LP -Natural -Central Utility ^ Oil ^ Other - S ' MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK f i~ Heat Space _ Recessed 1 Central _ Floor ~ Residential ^ Air Conditioning: Room _ Central ^ Duct System: Material Thickness ^ Commercial Maximtun capacity cfin ^ Refrigeration ^ New Building ^ Cooling Tower: Capacity l;pm ,}~ Existing Building ^ Fire Sprinklers: Number of Heads fi ^ Elevator: _ _ Manlift Escalator (Number) ~ Replacement of Existing System ^ Gasoline Pumps (Number) ^ Tanks (Number) ^ New Installation ^ LPG Containers (Number) (No system previously installed) O Unfired Pressure Vessel ^ Extension or Add-on to Existing System 0 Boilers ^ Gas Piping iecify ^ Other -Specify (~ ~ ~~ ~ n_ LIST ALL E UIPMENT 1 AIR CONDITIONING, REFRIGE TT Approving V Ton's A Number Units Descri enc ~ ` ~ g y - HEATING -FURNACES, BOII.E ~ ~ I ,.., ~- ('~ ~ r 1 Approving ~ ~ Number Units Descri Y J l "~ BTU's Agency S r .._.. _......-_... __ TANKS Nominal Capacity Type Liquid Serial Approving How Man & Dimensions Contained Manufacturer No. enc 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Faz: (904) 247-5845 • httD://www.ci.atlantic-beach.fl.us Revised 1/04 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION l~OP MECHANICAL PERMIT CALL•IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, II, III, and IV. ^~~ C~ ~ ~ ~` N ~ ~ LOCATION Street Address: '~S - __ . __ A-nC! OF 1 (ntersseting Streets: Between. ~'~t~~,/t,~-'`'Z ~~" And BUILDING r Sub-division t ~~~ l~ ~_~__'T~__~%__~t~_ ___ II. IDENTIFICATION - To be completed by all applicants fn consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the ettect~ed plans and specifications which area pert hereof and in accordance with {he City of Jacksonville ordinances and standards of good practice listed therein. Name of Maehanical Conhaetor I Print) ~i~d5 ~ ~. % Rex, ~ V~' Contractors Master Ccc~ . ~~~ Nama of -reperly Owner ~ ~,~ ~ ~~ ~~~ Signatura of Owner Signature of or Authorized Agent Architect or Engineer III. GENERAL INFORMATION A' Type of heeling fuel: B. ^ Eletint IS OTHER CONSTRUCTION BEING DONE ON ~~~ THIS BUILDING OR SITE? ^ Gn - ^ LP ^ Natursl ~enlrel Utility ^ Oil tF VES, GIVE NUMBER OF CONSTRUCTION ~ `~ j ~/~+ O PERMIT ^ OMer -Specify IV. AAlCMIANICAL EQUI-MENT TO IlE INSTALLED N AT URE OF WORK (-rovide eomplefa list of componenh on back of th i s form) _ / M ' Residential or ^ Commercial ` ~ r [~' Heat ^ Space ^ Recessed OY Cwntnl O Floor , , / l5~` New Building ~r Condrfioninq: ^ R om o Q~anlnl ^ Existing Building ~ ~ ~ ~ ^ Duct System: Meterial._!Y~?~C ThicknesLL ~~ ^ Replacement of existing system k' ~`" Masimum tapscily t.f.m. ^ New insiallation (No system prevlousfy installed) ^ Refrigeration ^ Extension or add-on to existing system ^ Cooling tower: Capacity q.p.m. ^ Other -Specify ^ Fire sprinklen: Number of heed ^ Elwator ^ ManliH ^ Esuletor (number) THIS SPACE POR OFFICE USE ONLY ^ .Gasoline pump. Inumber) (Reeeiwd) ^ Tank: (number) Remeris ^ LP'G conteineK (numbed ^ Unfired pressure vessel ^ biters Permit Approved by Date` ^ OMer -Specify Permit fy LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION F,QUIPMENT Ntunber Unit, Description lM!'odarl Number lrianutaaturer ~jY w~~ - c ~e n~ $~ 1~ 1 ~ t~,.e~-r ar'c' ~r n z ~ 3 Ib~ _ 3'I et ar _ l_'~~w ~ f`i~ SATING -FURNACES, BOILERS, FIREPLACES Number Units I)escrlptioa l[oael Number Hanufscttttsr ()Y wj-j,+~,ey TANKS How >r[any Norayosal Capaelty Type Liquid Name o[ Serial AQProving sad Dirnaetsatotos Contained lrtaauiscttaer v No. Agency BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 9Y288 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT -Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: ~"\ : OF BUILDING f~ r Intersecting Streets: Between ~(y~ ~1" ~`"~.'L_ And v ~'~ "l~~}~--~~ Sub-division II. IDENTIFICATION - To be completed by all applicants . In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in occordance with the attac•Led plans and specifications which area pert hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractor (Print) ~~_ ~_ ~ Contractors Msster Nem• of -roperty Owner 1 Signature of Owner or Authorised Agent Signature of Architect or Engineer 111. GENERAL INFORMATIO A' Type of Meting fuel: B• ^ Electnc Gef -~ LP ^ Natural ^ Central Utility IS OTHER CONSTRUCTION BEING DQN£ ON THIS BUILDING OR SITE? ^ Oll I F YES, GI VE fNUMB_ _ ER OF CONSTRUCTION PERMIT _ 1~~~~C~ ^ Other -Specify - IV. MlCFIANICAL EQUI-MENT TO EE INSTALLED NATURE OF WORK (-rovide complete list of component: on beck of this form) ^' Heat ^ Space ^ Recessed O Centel O floor ~ Residential or ^ Commercial ~, New Building ^ Air Conditioning: ^ Room ^ Centel ^ Existing Building ^ Duct System: Mabriet Thickn••• ^ Replacement of existing system Mssimum capacity c.f.m. ~, New installation (No system previously installed) ^ Rslfrigeation ^ Extension or add-on to existing system ^ Cooling tower: Capscity g.p.m. ^ Other -Specify ^ fin sprinkler: Number of heeds ' ^ Ekwetor ^ Menliff ^ Esulsfor (number) ^ . Gasoline pump (number] THIS StaACE FOR OFFICE USE ONLY Iboeiwd j Q Tank (number) a 1 I.PG eonteln~H (IlYmber Remarks ^ Uftflfed preffYfe Wffel ^ Ioiken OIMr -Specify ~ -. . _ _w Permit Approved by Dew Permit few LIST ALL EQUIPMENT AIR CONDITIOMNG AND REFRIGERATION EQUIPMENT Number Volt. l~eacription Yodel Number E[anuf~ttts+sr ty Approvlnt (~) nrancy DATING -FURNACES, BOILERS, FIREPLACES Number Units flescrlption Yodel Number II[anutacturar (8'T~U) AsedcY TANKS >Eibw Many Ncatinal Capacity Zyrpe LigWd Naaru of Serial Ap roving and Dlmatfalooa Contained Yanutacttaer No. ~cy ~~ Dec-29-98 11:23H P.U1 CITY OF ATLANTIC BEACH, FLORIDA l ApprwvtW 0y APPLICATION fOR ELECTRICAL PERMIT l gao.~-- TO THE CHIEF ELECTRICAL INSPECTOR: UATE:...,,~~,Lr ~ 19 9 9 '. .! ~/ IMP08TANT NOTICE: ~ / "~ l ,, CONSIDERATION OF PERMIT GIVEN FOR DOING TH W K AS DESCRIBED IN LNG, 1~E B AGREE 70 PERFORM SAID WOR ORDANCE TF( THE ATTACHED PLANS ECIFICATIOhS, RICH RE A PART HEREOF, AND IN' CORDAN E WITH THEE TRICAL REGULATION DE5 AND CI~'1` " AT IC BEACH OR ACES. ~ ~~ ~ ..~ r~~_.....w _ _ ,,. NAME_ ~~~L'~'~I ADD:1,`~,'O .E~ '.^"~`~'r RFD 80X BLDG. SIZE 6ETWEEy:.--~..``" ,. ~° RES. APT. ( 1 COMM. ( ) PUBLIC ( INDUS. ( ) NEW (~ OLD ( ) REW. ( ) AOOITiON ( ) TRAILER ( ) T P. SIGNS ( ) SO. FT. SERVICE:N7.E~GW.~( INCREASE ( I REPAIR ( ) FEE ~f- ~/f w a~~. / ~ nn/fs~~ 1 t A t t IV I /1 I TCHORBREAKER AMPS PH w ol.T -r RACEWAY _ _._ EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE N0. SI2E NO. SIZE ~_ LIGHTING OUTLETS CONCEALED OPEN TOTAL ~_ RECEPTACLES CONCEALED OPEN TOTAL O.AO AMPS. 91.100 AM PG. sw~TCHes .+ INCANDESCENT ____ FLUORESCENT ~ M. V. __ FiXfiD 0.100 AMPf. OVt11 Ar~LIANCE9 BELL TRANSF. AIR H.P. RATING CONDITIONING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CELL HEAT; KW-HEAT ' MOTORS 0.1 H.P. VOLTAGE PHS 0. OVFR 1 H.P. VOLT PHS r~ MlSC t SO US TRANSFORMERS: UNDER 600 OVER 604 V. NO. KVA NO. KVA __ NO. NEON TRANSF. N0. VA. MA. MOTOR SIZE SWITCl~! FLASH FORWARDED S TOTAL FEES MAC SHC]WING BGUNDARY ~ SURVEY OF: LOT 20, TIFFANY BY TAE SEA, AS RECORDED IN PLAT BOOK 46, PAGES 94 AND 94A OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, ' /~/OTE': C3ot/N~.aRY t4,Qi~,,~~+SN42- /o,Ei~TiFiev w.E'•P.E vi+ra~t.E' To /=~ S.E'r p~v.C'7~ t'~WsT.~uC7iGW KIMBERLY (Private Siren{ ,gy P,hf) Rod/us ~ 25.00' N 56°04'56 E ~~ Rnd/ins= 40.00' ~ N 36°/2'52 "E. / Chord= /9./l' ~ Arc = /9.30' Oe/fv=27°39'39" ~/ ~/ / i~ G Cu/~ o N. 08°32'55"W. 24.5/' --- `~~ ~9 t Found %z "/non i Pioe (/D Not Legib/e) I NOTES BEAR/NGS ARE BASED ON THE SOUTN LINE OF LOT 20 AS BE/NG S.B9.4620"W. BY PLAT. ~t. i ~~~~~ 5"~"~ N MASONRY FOUND.Q T/ON / o' CDURT / ~ `~ l ~ ~ ~D ~Er s 49°23'lT"E. Chord= 32.70' ~9rC= 35.64' \el ta: 8l°QO 45" lead r u5 : 25.00' --~ -~,. ~ //. a' ~\ I _ ~~ a o~ `- 50' d/ocK kb//? '~ 4 I 21.3' a oaC. Footer u v S. g9°46'20'?~V. /O! 06" o o ~ -k' C .~ vi o v •C v ~ ~~ •, ~ LOT 2/ ~ ~ ~~~ ~ v ~o~ ~ 3 ~~~ o ~ ~ NO BU/LD/NG RESTR/CT/ON LINE BY PLAT. BUT THERE MAY BE RESTR/CT/AN L/NES OrR EASEMENTS THAT AFFECT TH/S PROPERTY BY ZAN/NG OR RECARAEA /N THE Pl/BL/C RECORDS OF TH/S COUNTY THAT ARE NOT SHOWN ON TH/S SURVEY. TH/S PROPERTY L/ES /N FLOOD ZANE ':Y" BY FL000 MAPS REVISED 4//T/B9, CgNMUN/TY PANEL NO. /20075 0001 D. 1 ~o oo' °~ ~ m m -fir '' ~ Q~ ~ J~^ N M ~~ roa a q~~ ~w~ ~o ~ ~~~ ~~~ ~ ; ~ n Qd'4~ ~~ ;~ . ~~ ~J PREPARED FOR THE BENEF/T OF .D.~.~fs~-~oNr ~.Po~E.PT~.Es ®~U U®~~ ~~ LB 6645 tNC. H. BRUCE DURDEN, SR. PROFESSIONAL LANG SURVEYOR N0.1674 FLORIDA 1103 SOUTH THIRD STREET __~ DATE: D c t o b e r 26 ! 9~ 9 JACKSONVILLE BEACH, FLORIDA 32250 SCALE: ~~~= 20~ (904) 249-7261 FAX (904) 241-?252 THIS MAP OF SURVEY IS NOT VALID UNLESS IT IS SIGNED AND HAS THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR. L'hord= 27.73' ,~ ~a~;~~ Arc' 29 40' De%trs6T°2z47° ~ 75'Jocksonvi//e Ehc/ric CITY QF ATLANTIC BEACH, FLORIDA -""~~~~«+Dy APPLICATION fOR ~~ECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: aATE:~._„~d~l Y '19 9 ~ IMPOQTANT NOTtCE: P.O1 IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED !N THE FOLLOV`alNa, Y~E HEREBY AGREE TD PERFORM SAID WOR ORDANCE WITH THE ATTACHED PLANS AND SPEC1FiCATlOI4S, WHICH ARE A PART HEREOF, AND IN' CORDAN E WITH THE~'_l~CTRICAL REGULATIONS, CODES AND CITY t)b' ATLANTIC BEACH ORDINANCES. ~ ~ ~~1V~NJ ~ C.LZ7R.lc ~/ 1/5~(///I.f//(Yl~,r/ // 1~1,1%~~2' -mil ST~?J~ e..~~c.s~a NAME !-( ~Zn' S n2`''~_____.~.LADDRESS:~ Z2Zp ~ ~ ~ ~ 4 /~' GA~.N~ RFD aox BLDG. SIZE BETWEEN: RES. ( } APT. ( } COMM.1 } PUBLIC ( } INDUS. ( } NEW (~ OLD ( } REW. ( } AOD{TION ( } TRAILER ( } TEMP. ( } SIGNS ( } SQ. FT. SERVICE: NEW ( ! INCREASE ( } REPAIR ( I FEE rn~n~u~rno c~~e H~ ~~ eiuvc ZOO CffPpFR 1 I eu~ru~ t~ ~~ _ - TCHOR BREAKER ~~ AMPS ~ PH 3 W Z~`o YOLT ~ ~~ R EWAY ~~ T_._ @Xt8T.SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE ~_ LIGHTING OUTLETS CONCEALED OPEN TOTAL _w_ RECEPTACLES CONCEALED OPEN TOTAL O.,p AMRB. S1-SOD AM{PL. swiTCHga _. INCANDESCENT _ ~.- FLUORESCENT & M. V. _.. FIXgD o.~oo AMPS. APPLIANCF9 ovrw BELL TRANSF. AIR H.P. RATING CONDITIONING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CELL HEA?: I KWNEAT ______ M070RS 0.1 H.P. VOLTAGE PHS NO. OVFR 1 H.P. VOLTAGE PHS ___.. ~~~._. MISCELLANEO US ES/.~N~77 t /tcr ~, uLG v E wr2~•ub 4 TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA _ _._ NO. NEON TAANSF. NO. VA. MA. MOTOR 512E SWITCH FLASH FORWARDED S TOTAL FEES ~ 1~~ nCITY OF 14~1w~i~c /.ie~s-~~4'~ r' Office of Building Official ~~ • ~ ~ I ~ 3 REQUEST FOR INS ECTI N ~ _ 1$ 98'5 ~" I8 S~0 ~ . !~r ... Date ©(~ Per it No. Time ,/ ~/ ed `7` Recei O I ~ PMJ F'mt~ w ~ryry cY~~~ (~ a Job Address Lo mers ~ Contractor ~" "~"'` a UILDING ~ CONCRETE ELECTRICAL PLUMBING ECHANICAL ~ m ^ Footing ^ Rough Wiring ^ Rough ^ Air Cond. & ^ am Re Rcoling ^ Slab ^ Temp Pale ^ Top Out ^ Heating ^ Fire Place ^ Insulati n ^ Lintel ^ Final ^ Sewer Pre Fab ~~~~- ~ , ° READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M.• A.M. P M Inspection Made - . . final Inspection ^ Inspector Certificate of Occupancy ^ Date fY~ LiP~CK - ~LO'uQ~s Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time 4 ~ A.M. Received PM• f r si c (;,~{ jJ ~ w•- Job Ad ress Owner's v ,~yv. ~ L ca)ity ~ f ~ ~ yn ~, ~~'j ~ Name ~'V'' ~~ Contractor ~ / ~' ~' BUILDING CONCRETE ELECTRICAL PLUMB MECHANICAL Framing ^ Footing ^ Rough Wiring ^ Rcugh ^ Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ To ul ^ Heating Insulalion ^ Lintel ^ Final ^ ewer ^ Fire Place ^ ~-.---^ ~ READY FOR iNSPEC Pre Fab TiON Mon. ((''~~ Tues~ y'~ Wed. A,M. Thurs. Friday P.M. 2 ~ ~ ~ A.M. Inspection Made pM, Inspector Final Inspection Certificate of Occupancy ^ Date ~t ~ 1 ~ ~ mw y ~ ~ ~ ~~~ '`f~ -n 'Qf w ~ m 'aWw G ~m a ~ ~ 9 ~ p ~' N ~ ~.o~ y ?~ ~ s 4~ ~ ~ y O ~ 4 M ~ ~ ~ t ~ ~ ~.N~` 4 ~ ~ ~ + ~ .2' ,~' fi A Q;.. O m w~`°s ~ o N O 0 c ~ ~ µ "0 ~ m ~. n w ~ N ca ~ ° m ^ ~ ~' ~ ~ ~~,o - z Z 0 °y ~ 9 'O :9 ¢% o ~ ~ ~ ~ ~ v ~, w m ~ ~ 9 ~ ~ ~~U o ~. °~ ~ ~ -vim ~v. c+ ~-*a m ~ ~ as ~ ) ~ ~ ~ ~ .c ~ 6 n Z ~ ~ ~ r ~ ~ ~' ~~ Zo ~`° ~ c9ow ~G ~m~_ 6 9 ~' ` N ~-• 3 d~.o~ ~ o o ~ [~,~ ~ ~ ~ \ ~ y,, r `~ N g ~ cn ~ v ~ A - ~ N ~~ \.1 ~ p~~ QG ~ ~~ ~ ` 0 p ~Z._ ,- 7 Ci N ~ y N ~ r .. n G Z ~y G .~ ~ ~ ~ o ~ m -~ ~; N I ~ w };, ~` ~ ~ - ~ N d~ ~ oc~o o ~. O ~ ~ ~ ~v. U N ro `~ N c0 i. ~ ~~~ ~ ~ ~ ~ ~ 7 1 ~ ~1 3 0 (~ a ~v --~. CX} ~. ~ ~a ~s °~ ~U J y '6 ~~ ~ G~ Z ~~ d~ '' ,~ ~} ~ o 1 ^ ~ m V' ~ ~ o C`3" ~ ~ ~ srn~ 3 r s. d ~J _ ~ 7 0 o N y ~ ..-~ j d 6 d z ~G`~ ~~ C- °- a ~ s ~, 2 ~~ ~ ~~ o ~~a~ u. 'o d d ~ O ono M ~ ~o rN ~. - r ~ ~ _ 'CFO ~ ~ Z o 9~ j r N ~` d Gp d \~ ~ r N `~... ~ a ~ ~ a ~ Go N © U' a, rLd N d U OZ Q 0 ~,~£t' „ ~ ~J ~~ ~ ~~ ~~ ~ ~'~ t F G~t~ o ,G~r!';a~ ~ ~ C ~~,~~, ~~c~ 5t ~~. \ a~As~ FDA Perm J" ~1 ~ alrt`I p o /! i ~~! ~` ~ NP & 666 G P `~ ~glt~p ~ n Ptseyrin0 ~ ,-- U ~Qatra~p P gout Z ~ //, '~'~R~C ~ ~toP e+ bdrese(t ~v ~~+sio9 ~ Sev+ Ldp P poug Pote s Cp~~'a~t~ Foohn9 ~j - g\an 1 d L+nte i Made tnSQ~en Ater f tn~ ~e~nP `p~1 0~ FpH~NS4~C~ u atip ~~ ~ Pta FPce Fab a rnat toss°ot oouP uc~ ; s Ge~,Gcate ~~~t ~a ~ ~%~/9~ CITY OF ~G ~ _ lp 5S ~'~ ~~ ~~ Q Office of Buildi g icial REQUEST FOR PECTION ~~ C1 ~, ~~ Date Permit No. Time ~ ~j , ~ ~~~ A.M. Received - U p,M. `~ J Address ~ Locality Owner's N I //'J ~~ ame Contractor BUILDING j ELECTRICAL Framing ^ Rough Wiring Re Rooting ^ Slab ~ Temp Pole Insulation ^ Lintel ^ Final ~/ PLUMBING MECHANICAL Rough ^ Top Out ^ Sewer READY FOR INSPECTION~~ Mon. Tues. Wed. /.a'MAl' ' 2 ~ .- A.M. --''' Inspection Made p,M ^ Air Cond. & ^ Heating ^ Fire Place ^ Pre Fab A.M. Friday Inspector final Inspection ^ ,. ~r'' Certificate of Occupancy ^ W~ h~~ly~' ' .j~""t~" ate /- ~ J~ CITY O/F //~~~ .~,~_ fY~iG~lulC Q~Cit - ~~~Ni'fLL~s Office of Building Official REQUEST FOR INSPECTION /`> Date ~ _l ~ _Q ~ Permit No, _.~~ Time A.M. Received PM. ' ~ ~ 0 ~_ ~~ s~~t-~ Job dress ~ ) e.- Owner's ~ ~ Locality />•~ L~ N ' ~ ` ~` ~~ Contractor ame BUILDING CONCRETE ELECTRICAL PLUMBING ~ MECHANICAL Framing ^ Footing ^ Rough Wiring ^ Rough C 'Rir-Land. & ^ Re Roofing ^ Slab ^ Temp Pole ^ 7op Out ^ Healing Insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place ^ on. ues. Pre Fab READY FOR INSPECTION ~~~ ~ / ~. A.M. Wed. Thurs. Friday P.M. ~'~ ~ ~ ~ ~ A.M. Inspection M • P.M. Inspector, J,~~ ,v ~ 'Gt+ Final Inspection ^ Certificate of Occupancy ^ Date ~~ ~,~; 1 n~ ~ //CITY ~~O//F >~~ 13@QCiI:- lffice of Building Official RE~UE5TFQIR INSrE0TI0N Date ~" ~ ~ ~'~ Time M. ~ Received P.M. , Permit No. /~G~~ Job Address l i I cality Owner's ~J Name ~ Contractor BUILDING CONCRETE y~~LUMBING Framing ^ Footing C ough Re Roofing ^ Slab C Temp Pole ~ op Out Insulation ^ Lintel ^ Final er READY INSPECTION Mon. Tues. Thurs. ,r~ A.M. Inspection M de V p.M. MECHANICAL ^ Air Cond. & ^ ^ Heating ^ Fire Place ^ Pre Fab ,,~~~^l~'~l Friday ~M'' Inspector Final Inspection ^ Certificate of Occupancy ^ Date _ t ' ~ CITY OF Q.~~ rilf~lGitLlC l3P~'i[~t- ~' 1~ Office of Bu' ing ' REQUEST FO S! ~'-~'~ Date lime A. . Received p' - O tJob Addr Owner's Name Contractor BUILDING CONCRETE ELECTRICAL Framing ^ Rough Wiring Re Rooting ^ Slab ^ Temp Pole Insulation ^ Lintel ^ Final 'ECTION ~~~~ Permit No. c ity PLUMBING MECHANICAL ^ Rough ^ Air Cond. & ^ ^ Top Out ^ Heating Sewer ^ Fire Place ^ Pre Fab READY FOR INSPECTION ` ~ A. . C~ Tues C~ C~ Wed. Thurs. Friday PM. Inspection Made Inspector__.~ Final Inspection ^ "~""" Certificate of Occupancy ^ Date CITY OF ~ ~~~_~'" i'4~c~tic /~euc~s - ~ ~ ! l8`~ ~ 3 Office of Building Official ~ ~ q~ ~~ REQUEST FOR INSPECTI U r~ Date t ~O v ~ Permit N~ ~ ~ ~U ~ - Time /a<3U A' ` Received M. ~~ ,~ ~~~ ~ l ~' i Job Addre l ly ca ' ~ s Owner ~ ~ Contractor Nam ELECTRICAL ~ PLUMBIN /'y MECHANICAL/ BUILDIN CONCRETE ~`' ~ ~~„~~'" Framing G Re Rooiing G Footing C mng G ^ T Pole C Slab C ' ough -- , Top Out ^ Heating ~~ Sewer G Fire Place Insulation ^ ,,,,.. Lintel ~ .r ~ Pre Fab -~ ~ ~ Man. ~ L,-;~ -""""'"~ 7ues. READY FOR INSPECTION a.M. Wed. Thurs. Friday A.M. Inspection Made • P.M. Final Inspection ^ Inspector Certificate of Occupancy G (~ Date ~3g ~ ~~ 1