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118-120 SEminole Rd (vault) 609614 MAP SHOWING SURVEY OF PARCEL "A" • THE NORTH 25.00 FEET OF THE WEST 85.00 FEET OF LOT 606 SALTAIR SECTION 1 AS RECORDED IN PLAT BOOK 10, PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA TOGETHER WITH THE EASTERLY 25.00 FEET OF BELVEDERE STREET NOW CLOSED BY ORDINANCE 65-86-13, INCLUDED IN THE WESTERLY PROJECTION OF THE NORTHERLY AND SOUTHERLY LINES OF THE ABOVE DESCRIBED. BEING SUBJECT TO A 15.00 FOOT UNOBSTRUCTED EASEMENT OVER THE WESTERLY 15.00 FEET FOR DRAINAGE , UTILITIES• AND SEWERS AND PEDESTRIAN PURPOSES AND A 10.00 FOOT EASEMENT FOR ROAD PURPOSES OVER THE EASTERLY 10.00 FEET. t BE L\/ E E E 1 Z STREET W ( 15-,r p%. / =lice ce x k ZS.00 IA ss-r '12 - O O I Iota P1OE y0. o� s @T 1�Z �q41° 1QoW P%11 1S PERPETUAL E 441 VUOpS-rRutTEO EASEl1euT Cox E4s-rERL'f 25 of D¢All.►A(_4E t UTIL.171E5• tIsi-VEC71EitE STREW-r 5e wetCS 4 CLOSED %se °RCz:lUO.wt,c� PepeSTR1ni LAD• t.S•81.'13 PuRposes I. al o•RD . . 9481, 1065 17.5 F N 44 ICES . 2.7 N V It 2fir o Q' ;Li Y 00 1qo2 P 2• STORY FiCAME ■ W vIUKL. • • 0 (,solid, J FLOoR m .0 4R416 A t,E)Q G O ki (12.44) t3 0 I- 0 17 • I_o-t 1 l.,O 1 0 0 4 PARCEL LOZ 1.,• S o P 4 9 Z./'sT ow/ 15 ALL u1 t- • • • 0 IT.g 1 1.4 PtUAL Succ-4EY:.74►1.2-,, ZoOQ l5 - f •. ll 12.0 J �I.' Ze`n5e07-tut- 13,14119 • 4 �Laoau 4aociuo r. _ lLECTRIc ti bar 4 0. o.5 , • . / 1O E cSEt1ENT h 7........./ ' Foa[ tt op o . .' • PuStPoSES t�... 5E7 • ••• • ,• . X-cu-r ' 0 ' . 90• SET •20 E ASEHEU-r O t-cuT Fort CZoAr' Pjg.PoSE S S.00. • C. , , . RECEPFED 1.;.. . , . •. . �: ► 2 5 2000 Lo- (....7-3 I LoT i..zz d o-r d,z tlan IC B2aCIl NOTES: eity of A 1. This is a boundary survey. Building and ZOnjng 2. Flood zone x as best ascertained from Flood Insurance Rate Map,community panel no.tzoo'TS•000l dated 4.1-►.85 NOTE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY 3. This survey is not a determination of ownership THAT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND Q. F1118i!IeSS license #647(1 IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. I HEREBY CERTIFY TO: - CIRST 'sP'1toLO 7 !•LAL1P11JE STfltiz'LIw.... KAuFGr+sat•� PEOPLES cotr'1-u .irt-r csAul' - 5T€ j t-r TtTL.E (.,u(.•2 clu-r-e cot'1 •A►.i1 THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT Marvin . Banks TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 61G17-6 ' Surveyors, I1C. FLORIDA ADMINISTRATION.CODE. 2866 MANGROVE AVE. FLORIDA REGISTERED SURVEYOR NO.4470 JACKSONVILLE, FLORIDA 32246 Marvin R. Banks (904) 641-2520 DATE JULIE 2 19 9' w l 135 SCALE: ,"=2o ' THIS SURVEY NOT VAUD UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED CITY OF 4I1astic Beads-41oricia Office of Building Official /P03'3 REQUEST FOR INSPECTION lQpOS Date �� Permit No. 4 Time A.M. Received �G/ P.M. , / LI Job -ss ocality Own er s `/LL // —/),,, Contractor BUILDIN' I ONCRETE ELECTRICAL PLUMBING ME ANICAL• Footing Rough Wiring Li Rough El Air Cond. & ❑ Re Rooting Slab Temp Pole ❑ Top Out ❑ Heating Insulation 1 Lintel ' 7 Final Sewer El Fire Place ❑ lajceite. Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. CFinal Inspection ❑ Inspector 40--' Certificate of Occupancy ❑ Date CITY OF 41Icadic ask-4144dd V Office of Building Official REQUEST FOR INSPECTION ,, (�a s�_5 3 / ,/ 0 _ Permit No. Date • �� Time / Received fir(, ' M O 4 p / v _ / ;-0 ` �C Job ss —. OLocality �1 Owner's r Contractor Name PLUMBING M fANICAL BUILDING CONCRETE ELECTRICAL Rough Wiring El Rough ❑ Air ond. & ❑ Framing ❑ Footing CI Rough Temp Pole ❑ Top Out ❑ Heating Insulation ❑ n Roofing Slab ❑ Sewer C3 Fire Place nsulation Lintel CI Final Pre Fab READY FOR INSPECTION M Tues. Wed. Thurs. Friday Mon. /' A.M. ' _ P.M. Inspection Mad / Final Inspection ❑ Inspector _/�� —�� 'a Certificate of Occupancy ❑ Date R A1� /CITY OF 4 /a /5eacA-4110 it& Office of Building Official REQUEST FOR INSPECTION /-g _,`d / FO.�2 -c3 Date Permit No. Time A.M. , Received P. 11 �- � a� _� _ /ids . I PO, . ,. dress •.cal ity Owner's f ' Nam ' - -.1 Contractor /_/ ,I_ • / BUILDING CONCRETE ELECTRICAL PLUMBING HANICAL ifl$ Framing ❑ Footing Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. I ion Made a 0 r~P�IvI Inspector Final Certificate of{rcupa - A Date / BUILDING, PL-INNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUP.A1VCY WORK SHEET Date Requested: Building Contractor: � Building Pe- ; t :, r : EO S" - /au Lem-=_ Descr_ - 20-7- Go 6 SZ-LCa_c/,' _0:c_.. i=men_.C. t,. �..�,.o ve descr_bec c_ rT.e_. iv have er' o _ e:ec -. accordance with the terms of the permit and is `= r ? er cc be ready for cccu ancv as Lowest =loo_ Elevation: � /2 . 4ec( required as buil: * * * * * * * BEFORE ISSUING CERTIFICATE CF OCCUPANCY THE FC,LLOWING .41'ST BE COMPLETE CEP-RTMENT DATE N _IT=ED DATE APPROVED Fire Public Works /-ar o ° 3 -i Planning 05* Building /- 2 7-00 �\ \C� rr f 0..��45,1/ ;,i'�\`i%+-r -%.$Tr�\i-^%i- N�� —CC 1 r.,;. ),_) mss--. ,\-r` ►�._,,��•/t`.�C� %Az.∎4,1∎.�=�c=lrit,:1 tlifl QJirtifitati of Mccuttncc �I (!itg of (Ii I, ir∎ Atlantic + each — fllurtha .414 ., +i4partment of +,building Jnspertion ��;■ b, This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard �j �! Building Code certifying that at the time of issuance this structure was in compliance with the :c:= 72. cvarious ordinances regulating building construction or use. For the following. V tiPd/ #: Use Classification Single Family Attached Bldg.Permit No. 18052 1 Grou W•frame Type Construction sfa Fire District Atlantic Beach ,.. ∎ p 127 6th Avenue ' �� le Owner of Building Dane Armstrong Address Jacksonville Beach, FL ;2z.i i; ∎t; t'L� Buil.'•. Address 18 ,e. nole Road Locality Atlantic Beach. FL 32233 : \:4.0 Oil it By: DON C. FORQD �7f �t� Date: Q y a I Building Official / 2 ' �/4 \ ■lki POST IN A CONSPICUOUS PLACE I/ .^ ,' .'..�...o o.., ii `� ,,-, ` \�r^,►v�- \ zo :1-----7.` :141P lib" o t t, Teettftcate of Q3CtJ411UtU F,1 ° Chit of �I II� Atlantic — Inriba rp4 1 �tlttnttc �ettci� ��, Department of +.�uilbing Jnopection f%This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard I��. Building Code certifying that at the time of issuance this structure was in compliance with the ?i :<-71 `V., w., various ordinances regulating building construction or use. For the following. \ I% Duptex Residence \� '/� Use Classification Single Family Attached Bldg.Permit No. 1805s 14 Group W.f r ame Type constructiore f a Fire District Atlantic. Rp a r h ,1 1 Owner of Building Dane Armstrong AddressJack2gvtileugeach, FL 32251_ ��' C`� t-, 120 Seminole Road Locality Atlantic Beach, FL 32233 ��/ fl Buildi a Address DON C. FORD 1 . By:0‘;) "' ing - Date: j 'j ,I cy, �►�:uilding Official J POST IN A CONSPICUOUS PLACE rill ' 0 Pir lif:►��LJ„+°,��.Fy�.\\�_ ,� ' ' +��/may`., ;��-'\,//.`l�_ .� �'°. / CITY OF U lg° ►� !' Mantic Beach-lima/a • x'"i T Poi' Office of Building Official 45 / ab 5'2-- 53 REQUEST FOR INSPECTION6-/2l 311- j Date / J Q CJ M i 90 6 2 -�o Time Permit No. P I siiti Y Received A.M. /moo . /, JA - 4 S / 4 1 t o 4 II Job ...re• ality Owner's t / Name • ■O 1• s BUILDIN CONCRETE • - ,II:v raming 9 ❑ Footing ❑ Rough Wiring ❑ -.r. • •ir on.. & t Re Roofing ❑ Slab ❑ Temp Pole ❑ To ❑ Insulation ❑ Lintel ❑ Final P Out ❑ Heating ❑ Sewer ❑ Fire Place ❑ READY •: NSPECTION Pre Fab Mon. Tues. ��> � Friday Inspection Made ∎°^ �- 1 _r!� ti A.M. Inspector 111111.1111r Certificate of Oc upancy_M _ Date e..." .1lo °`I �N a girtifitati of (I rrupattrq li: �' ' Titg of err■ Atlantic i euf! — Jlnrihn ., +�epttrtment of + uithing :inspection ' �1 \i This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard `�j �:• Building Code certifying that at the time of issuance this structure was in compliance with the 464 . j,� , various ordinances regulating building construction or use. For the following. V eUse Classification Single Family Attached Bldg. Permit No. 18052 ., I * : Group w.frame Type Construction sfa Fire District Atlantic Beach �\) e... Dane Armstron 12/ 6th Avenue i`-- lir/: Owner of Building g Address - _ .4. . - --- - - - 25 �j �L BuiL• • Address _ 18 exit nole Road Locality Atlantic Beach, FL 32233 ,Jjl I i' •, By: DON C. FORD ji ,I`� Building o a III I Buildin Official Date: � 2-a -�U ( I POST IN A CONSPICUOUS PLACE p �.�� % If I f`.11 III (C`�..:4.\\\\1f1,..ze.4.Pll\�1h ��!��∎-j4-,%.\•6/[iIi/C�t`a ja)l � I. QtitttIttati of ®tCUflIfltU Ito/ CItitg IIf _ o �Ii,i.∎ Atlantic Nenril — flnriba ,i,,, dinr, Department of + uithing JnspErtion \i This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard �j M. Building Code certifying that at the time of issuance this structure was in compliance with the iellil '� various ordinances regulating building construction or use. For the following. V •/ Duplex Residence '� Single Family Attached M` / Use Classification g Y Bldg. Permit No. 1 8091 ;P/ Group w.frame Type Constructionsfa Fire District Atlantic Beach ,`1 • I i2 Owner of Building Dane {�rmstrong Address�a 7k6t��eueach, F1, 32250 �7� Li" BuilL,_7(---;-7-tk----dress 120 Seminole Road Locality Atlantic Beach, FL 32233 \Jel ( j+ By: DON C C. FORD F� 1 I� I I. uilding Official Date: ,l �I 1 POST IN A CONSPICUOUS PLACE ,\ 1,41 IA i_,` J.) ...'.■'- ► Z\ )aNm"■,:,!. .JiiieI�l..►a`i. // /■.AL L ■s■:,,,. . _� _ l�T1 i �N.— s` \ .0 �_%ACA / ` is=�� o . � te , ,•\1 QJrtffirati of ®tcupanq ►�I �' (gitu of " If r — 0 �tlttntir Neat!! J�lort�tt r--r,I Department of lilbtt Jt pPtttun ;=�, \1 This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard f, M Building Code certifying that at the time of issuance this structure was in compliance with the �� various ordinances regulating building construction or use. For the following. `� Ir'/S e Use Classification Single Family Attached Bldg.Permit No. 18052 i0V ,!/t a Group frame Type Construction sfa Fire District Atlantic Beach �t • — ' Owner of Building Dane Armstron 12/ 6th Avenue �� k' : g Armstrong Address Jacksonville Beach, FL 3225 Is �7• Buil.' Address 18 •ellA nole Road Locality Atlantic Beach, FL 32233 ' \Jj/ IWI' By: DON C. FORD ✓i I� p a I IBuilding Official Date: / 2—C1 —�U I I`, /. �\ ,i) POST IN A CONSPICUOUS PLACE 1 �\ I�i' 1 � �. � r 4 r `l) )]\ � -.1;,...--:/k• .- ` .`�)li��Lt.�..JZ- -V A .\•011) Lt , � r ' frli e�1 y C�Erttftctttt of (Occuttuc CItitg of e II • ��l, Atlantic +�3ettrll — JFlorihtt 6• ; il4rart1n nt of 3 uithing 3-Inspection -� i\� This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Vj ' Building Code certifying that at the time of issuance this structure was in compliance with the . �� various ordinances regulating building construction or use. For the following. `j ,, Duplex Residence Use Classification Single Family Attached Bldg. Permit No. 18053 \� ,..• , i Group w•frame Type constructions f a Fire Distrrlict 0 t 1 a ti c Beach t % Owner of Building Dane Armstrong AddressJarksnrivi I u�each, FI. 32250 -Jk"/I Buildi Address 120 Seminole Road Locality Atlantic Beach, FL 32233 ' '.ul II DON C. FORD �,'I By: Q I VA/4P f L uilding Official Date: f " 2 v II, \\POST IN A CONSPICUOUS PLACE �� ( �t, /1/ � Cam: �, % �\�\ • ►/ � k� ) �\`l �i►'1 i bc /"..2,1r, � /i` � FLOODPLAIN DEVELOPMENT INFORMATION Location:: 1/ P- /2 v (� Type of Development:�/y 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 . •a.supee ing data have been or shall be provided as required. I agree to comply with . . .pli . - e . isions of Ordinance No. 25-7-11 and all other laws or ordinances affecting - . ' Dos-dgi•we .pment. Date 0-2_3-- 'Applicant's Si:- a . e Department Use: Required Lowest Floor Elevation 8. S As Built Lowest Floor Elevation I • 6!, Survey Filed with Buildin g Department artment C_ Building Department Re resentative Dec-29-98 11 : 23A ,P.01 l it 37 OF ATLANTIC BEACH, FLORIDA Appf0 0y 1 APPLICATION FOR ELECTRICAL PERMIT f TO THE CHIEF ELECTRICAL INSPECTOR: DATE:._ n�l • 2y 19gq IMPORTANT NOTICE: 3? 4 \So53 IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WOR• ' • ■ORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN • CORDAN' E WITH THE E TRICAL REGULATIONS, CODES AND CITY O:' ATLANTIC BEACH ORDINANCES. 7 ` ivir1s Elec.-4-ris 4 /01iJ Steve kemS \fi ELECTRICAL FIRM: M• T • ELECTRICI • IGNATURE JOURNEYMAN NAME A_____ fl`� a42 AD•R ESS: S e_vv.1 avL.° 9.J RFD BOX BLDG.SIZE VQ.S1 d2''‘-tic<L BETWEEN: RES.I I APT, ( I COMM.( I PUBLIC( 1 INDUS. ( ) NEW bd OLD( I REW.( ) ADDITION ( ) TRAILER I ) TEMP. I 1 SIGNS ( 1 SQ.FT. SERVICE: NEW ) INCREASE ( I REPAIR ( ) FEE CONDUCTOR SIZE Li (k AMPS a- COPPER ( I ALUM. t\- '1MITCH OR BREAKER oaoo AMPS l PH 3 W j a�•}0VQLT i 3� RACEWAY �- EXIST.SERV.SIZE AMPS _ PH _ WI VOLT 1 RACEWAY FEEDERS NO. SIZE NO. SIZE i NO. SIZE I I LIGHTING OUTLETS CONCEALED I OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. _31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M. V. FIXED 0.100 AMPS. r OV[A APPLIANCES I ! BELL TRANSF. _ AIR H.P.RATING H.P. RATING 1 CONDITIONING COMP.MOTOR OTHER MOTORS AMPS [CEIL HEAT: KW-HEAT 0.1 1 1 OVER MOTORS H.P. . VOLTAGE PHS NO. 1 H.P. • VOLTAGE PHS MISCELLANEOUS jilEirsa=mr , ti _• O ip , •■ I 1 TRANSFORMERS: UNDER 600V. OVER 600V. I . El NO. I KVA I .1 NO. IKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN ! 1 I T FORWARDED , S tTOTAL FEES __�___ 609614 • MAP SHOWING SURVEY OF PARCEL "B" THE SOUTH 25.00 FEET OF THE WEST 85.00 FEET OF LOT 606 SALTAIR SECTION 1 AS RECORDED IN PLAT BOOK 10, PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA TOGETHER WITH THE EASTERLY 25.00 FEET OF BELVEDERE STREET NOW CLOSED BY ORDINANCE 65-86-13, INCLUDED IN THE WESTERLY PROJECTION OF THE NORTHERLY AND SOUTHERLY LINES OF THE ABOVE DESCRIBED. BEING SUBJECT TO A 15.00 FOOT UNOBSTRUCTED EASEMENT OVER THE WESTERLY 15.00 FEET FOR DRAINAGE , UTILITIES AND SEWERS AND PEDESTRIAN PURPOSES AND A 10.00 FOOT EASEMENT FOR ROAD PURPOSES OVER THE EASTERLY 10.00 FEET. • woo ID FELICE ESE L V E IDE IEZ / ST QEE-r ( BY PLAT 5E1' ,12.• Y r 1 SET 111" Mom PIPE Mot.* P1 P6 +1.44.10 • U) 2 5.00 in 4,4410 -/-1 90. 0.c IS •ERPET uL U►.totSSTQVCTEt • EASCl1EU-T Colt EAsYSILLY 25 ot= pzo.tuAL.E , LITtL1TtES 3Et.�/st elz.E sTeEE-T 4 SEW CRS ° cI oset•D LSY occco v.,At.icE 'PE is a s-r 21 p.v..1 if o—1s5-•8 t•-13 puttposES LsY O.te;.13 94810-1085 7.V 'o n.s' v Z'/ y . ~ v ,r i� 2 SToa f o�'y CI t PaA►It: £l-nv ID ' IN -r N '1' V1t.►�{1. pa6? Q StDta1L, yc.4.0 9 . I1sT pLOOQ J 4A¢nL,e, u • 0 O 1 QELE'/. • 0 .O 0 1 (12.64) Q r 0 i ' 0 J L-o-T uo-1 7 L°T L.oS ■ 4 i 0 M Luo STORY 3 DALC O U-f `I.C. . 1 1.5 O i 1Z.o' 0 FILIAL $)t .•(: JA4a.2 2Do0 • PA•C.EL }- SE-1 112 CoUC.�".. 0.5 Q ¶Z-FVtSEO:jUL`f 13,19°,4 11z ou PIPE DTL►JE. ''.,V, - a Ai,441 0 cox Roan 90.. I' PUTtPOSrdS 0 _ Q SET ZO E AS REIVED ` A5 .!AN 2 5 2000 LoT Lnz3 _ t_oT L�zz City of Atlantic Beach NOTES: I LOT ttUllding and Zoning This is a boundary survey. Zoning 2. Flood zone x as best ascertained from Flood Insurance Rate Map,community panel no.lzooiS-000tdated 4•rl•Bs NOTE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY 3. This survey is not a determination of ownership THAT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND 4. Business license #6470 IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNT'. i I HEREBY CERTIFY TO: JAtroLO , l-1AuotuE STEIZL%Lac, 1CAUFFI•'1Au , PCoPLES FIRST Gottt-It L-11TY BA- ? STEWAYT TITLE L41.14tCAIJT`f Cot-1PALis( THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS,1PURSUANT Marvin . Banks TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 61C-17-6 Surveyors, I c. FLORIDA ADMINISTRATION CODE. 729 ,_ . '-e' 47' .4r0e011a> 2866 MANGROVE AVE. FLORIDA REGISTERED SURVEYOR NO. 4470 JACKSONVILLE, FLORIDA 32246 Marvin R. Banks (904) 641-2520 DATE ...i LIME 2 19 a9 4-1135 SCALE: r.-Zo• THIS SURVEY NOT VAUD UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 — PERMIT INFORMATION 1 _ T_ LOCATION:INFORMATION Jif M _ Permit Number: 19062 Address: 118 SEMINOLE ROAD Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s): Block: Section: Square Feet: Subdivision: SALTAIR Est. Value: 87,500.00 Parcel Number: Improv. Cost: -_ OWNER:`INFORMATION Date Issued: 11/01/1999 Name: ARMSTRONG, DANE Total Fees: 97.50 Address: 127 SIXTH AVENUE Amount Paid: 97.50 JACKSONVILLE BEACH, FL 32250 Date Paid: 11/01/1999 Phone: (904)241-9271 Work Desc: 3 TON COND, 3 TON NH, 7.5 KW ELECT H&R, FEE DOUBLED WORKED W/O PERMIT CONTRAGIOR(S)-� = �> r .<k M $:` =� APPLICATION FEES FLORIDA WEATHER INC. PERMIT 97.50 j 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. *97.58 14 NIA Date: 11/;?, Receipt: 8887785 CASH ATLANTIC BEAC ' BUIL►SING DEPT. 0810800y-, : .,_ i BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, II, Ill, and IV. I. l 1 s-., ,Il �z LOCATION Street Address: OF Intersecting Streets: Between kt (b1,(.0' . /�� And 3 _ ( }` s MI' ` , BUILDING 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 accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print) Master Name of Property Owner p, ,,,,\„_„,,,, ~Signature of Owner Signature of or Authorised Agent Architect or Engineer III. GENERAL INFORMATION A. Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON � y, tric THIS BUILDING OR SITE? 4vl ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT 1 105a ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO SE INSTALLED NATURE OF WORK (Provide complete list of components on beck of.hi this form) R Li or Commercial NJ Heat ❑ Space ❑ Recessed 0/-Central ❑ Floor LI. ew Building 10/Air Conditioning: ❑ Room 9■ntrel ❑ Existing Building ❑ Duct System: Materiel �1 Thickness_• ❑ Replacement of existing system Maximum capacity 3 So c.f.m. ❑ New installation(No system previously installed) , ❑ Refrigeration 111 Extension or add-on to existing system ❑ Other — Specify ❑ Cooling tower: Capacity g.p.m. ❑ Fire sprinklers: Number of heeds ❑ Elevator ❑ Manlift ❑ Escalator _(number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) (Reeeived) ❑ Tanks (number) Remarks ❑ LPG containers (number) ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Data_ (3 Other — Specify Permit Fee j I LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Cap >ac1tY App mvi 11 Number Unit, Description Model Number Manufacturer (Toni) A j;eacy I Rte416.2 tit CAS�a3(a P(t yyI`t„ 3 t AA-t /V13(0, 9k.,v 3 1 tk ,„,\ Ihl r e 0,6 Aioe ti w� ")- 5/,4.) r HEATING - FURNACES, BOILERS, FIREPLACES Capacity App raving Number Units Description Model Number Manufacturer (BTU) Agency TANKS - , Bow Many Nominal Capacity Type Liquid Name of Serial Approving and Dimensions — Contained Manufacturer No. Agency i 4. CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 19063 Address: 120 SEMINOLE ROAD Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s): Block: Section: Square Feet: Subdivision: SALTAIR Est. Value: 87,500.00 Parcel Number: Improv. Cost: _ OWNER INFORMATION Date Issued: 11/01/1999 Name: ARMSTRONG, DANE Total Fees: 97.50 Address: 127 SIXTH AVENUE Amount Paid: 97.50 JACKSONVILLE BEACH, FL 32250 Date Paid: 11/01/1999 Phone: (904)241-9271 Work Desc: 3 TON COND, 3 TON A/H, 7.5 KW ELECT H&R, FEE DOUBLED WORKED W/O PERMIT CONTRAt R(S) = APP (CATION FEES FLORIDA WEATHER INC. u3 PERMIT 97.50 t ,IASpectioneq one 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. (97.89 Date: 11/91/99 81 Receipt: 9997785 85 ATLANTIC BEACH BUIL 1NG DEPT. 88188883221888 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC REACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, Ill, and IV. LOCATION Street Address: OF Intersecting Streets: Between `'1 And `/f.(nt R4 BUILDING Subdivision 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 accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical _ Contractors i� Contractor (Print) L-/c2,y z( 7.4.7/Zee Master _` � Z1321,110 Name of UMW Property Owner 1Y\5 '(("5 n Signature of Owner Signature of or Authorized Agent Architect or Engineer III. GENERAL INFORMATION A. Type of heating fuel: B' IS OTHER CONSTRUCTION BEING DONE ON [�"Electric THIS BUILDING OR SITE? ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO RE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Li Residential or ❑ Commercial QHeat ❑ Space ❑ Recessed O" Centre! ❑ Sow ❑ New Building 1:3- Air Conditioning: ❑ Room ( Central ❑ Existing Building ❑ Duct System: Meteri.L — G Thickneu ❑ Replacement of existing system Maximum capacity YISC") c.f.m. ❑ New installation(No system previously installed) ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity g.p.m. ❑ Fire sprinklers: Number of heads ❑ Elevator ❑ Manlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pump. (number) (Received) ❑ Tanks (number) Remarks ❑ LPG containers_ (number) ❑ Unfired pressure vessel Permit Approved by Date__ ❑ Boilers ❑ Other — Specify Permit Fes LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capacity Approving n� l Number Unite Description Model Number Manufacturer (Tons) A J (�. L., Qr- 1pW(\oSoo°J 4 _ E e.0eCtAlo (R�y�� 7 5 KW ( , HEATING - FURNACES, BOILERS, FIREPLACES Capacity Approving Number Units Description It(rt101 Number Manufacturer (BTU) Agency TANKS Row Many Nominal Capacity Type Liquid Name of Serial Approving and Dimensions Contained Manufacturer No. Agency CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18734 Address: 118 SEMINOLE ROAD Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s): Block: Section: Square Feet: Subdivision: SALTAIR Est. Value: 87,500.00 Parcel Number: Improv. Cost: ■ OWNER INFORMATION Date Issued: 8/26/1999 .j Name: ARMSTRONG, DANE Total Fees: 50.00 Address: 127 SIXTH AVENUE Amount Paid: 50.00 1 JACKSONVILLE BEACH, FL 32250 Date Paid: 8/26/1999 ( Phone: (904)241-9271 Work Desc: CS4/0 200AMPS 1PH 3W 240V 3"RW ALUM - NEW RESIDENTIAL SERVICE CONTRACTOR(S) . :frr!- 3 ' ` Kt ° ' APPLICATION FEES BIVINS ELECTRIC CO. ' PERMIT 50.00 4.�.._`....-.... yr,Inspections-RetniMF; -,• --- ' ROUGH ELECTRIC I FINAL ELECTRIC ' 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. �, $50.00 14 C Date: 8/26/99 81 Receipt: 0082611096 CHECKS ATLANTIC BEACH BUILDING D PT. 00100003221008 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT • PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18733 Address: 120 SEMINOLE ROAD Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s): Block: Section: Square Feet: Subdivision: SALTAIR Est. Value: 87,500.00 Parcel Number: Improv. Cost: I OWNER INFORMATION Date Issued: 8/26/1999 Name: ARMSTRONG, DANE Total Fees: 50.00 Address: 127 SIXTH AVENUE Amount Paid: 50.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 8/26/1999 Phone: (904)241-9271 Work Desc: CS4/0 200AMPS 1 PH 3W 240V 3"RW ALUM - NEW RESIDENTIAL SERVICE CONTRACTOR(S) APPLICATION FEES BIVINS ELECTRIC CO. PERMIT 50.00 " =`Inspections Required- _ _ ROUGH ELECTRIC FINAL ELECTRIC 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. $59.00 14 ToKe: /09890 01 Receipt: N826610236�6 S 0032219/26 ATLANTIC BEACH UILDING DEPT. r t CITY OF 6 /So 5.2 --STY Office ! fl;O icial _C' 4 ' ' 906z 0 " REQUEST FOR INSP CTIO I Pi S73//- i -5. Date // --3 4'9 it No. Time Received M. / / 1- / 2 0 -i f/JA(11 ii 1 / ditiliro r ob •dress f ocality Owne s � �{ a' Name List∎ L ontractor � I-BIIrLDINT CONCRETE `� �__ 91WIW MECHA 4, AL Framing Footing ❑ -oug iring ° -ough ❑ ••Ir o .. •• fc Re Roofing / ❑ Slab 0 Temp Pole ❑ Top Out Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑�pi're Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs Friday • A.M. »>>>> Inspection Made (//– �! `' P.M. Inspector 4 �-rL �r`� Final Inspection ❑ Certificate of Occupancy ❑ Date i TRANSMITTAL DOCUMENT FOR JEA DATE: //---5' 99 The following permits have passed "rough" inspection: Permit No. Address 18734 // oaf / 735 4,41. r Eruc erBo csex rang:c t:barcis*:ccelgi. sceec.4 c. Pease update your records accordingly. ha k ,ou, BUILDING CLERK CITY OF ATLANTIC BEACH /vcb , ITY OF ` w ; the G tole Vead - '7genidez 800 SEMINOLE ROAD 4 ATLANTIC BEACH,FLORIDA 32233-5445 --- !- TELEPHONE FAX(904)(904)7 24 5805 247-5800 NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address / g' i dAaA (OA ) (.7?ao /70 ,SAT..0 u @_v 64go_ s� /170 / �l. /Rasa /7Y c/,_4--x-ta_-ica (865-3 la0 .r % Sincerely, ` } ditigb Building Department CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL 247-5826-FAX: 247-5877 PERMIT INFORMATION': LOCATION INFORMATION Permit Number: 18053 Address: 120 SEMINOLE ROAD Permit Type: DUPLEX RESIDENCE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s): Block: Section: Square Feet: Subdivision: SALTAIR Est. Value: 87,500.00 Parcel Number: Improv. Cost: 87,500.00 OWNER INFORMATION Date Issued: 4/08/1999 Name: ARMSTRONG, DANE Total Fees: 3,298.24 Address: 127 SIXTH AVENUE Amount Paid: 3,298.24 JACKSONVILLE BEACH, FL 32250 Date Paid: 4/08/1999 Phone: (904)241-9271 Work Desc: CONSTRUCT NEW DUPLEX RESIDENCE - RADON 990 S.CHARGE 2057 CONTRACTORS) APPLICATION FEES ARMSTRONG CONSTRUCTION PERMIT 618.00 WATER IMPACT FEE 530.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 525.00 RADON GAS-H.R.S. 4.70 RADON CAB 5% 0.25 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 9.26 SCHARGE/ATL.BCH. 1.03 _.. :..: his R- t : FOOTING SLAB COVER UP FRAMING FINAL BUILDING CERTIF/OCCUPANCY INSULATION I LINTEL TIE BEAM NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND 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. Deteato4/1%99 81 Total Pay�,ent Receipt: 0049624 ATLANTIC BEACH BUILDIN $3298.24 RECEIVED PROPERTY DESCRIPTION • , -t > Lot # ,jp/9 , Block # , Section # SubdiWision: C tl Street Name( ° DESCRIPTION OF O or Address: )i/14/NO t t LI (If in a FLOOD HAZARD Flood Zone: area complete page 3) i . Brief Description AO iL , i_,ve-S Class of Work: 1 Remodel/Addition: ZONING INFORMATION Type of Construction: , ./P•iicE Zoning /69• Proposed a District: Use: �u"if ic Estimated Value $ 0 ��s00 fAG Exceptions or Variances Materials: Ld 00,0 1 ildE,t y£-1 5-ffi..f c.#.5 Granted: N01./b Solid or Filled Ground: cv it✓J Roof: flf'QQ ftigS Method of Heating: ilhe Ti eid- OWNER INFORMATION Property Owner: , J4-,lit 4eit 4 1Loiv Phone: 0? 'I./ -7 2- Mailing Address <Tlf A, 1 ( !iX / 3 -S'n Zip CONTRACTOR INFORMATION Contractor: ■•1 2 G p N 9Ns`T itG%!e✓ Phone (71-f i • y' 71- Mailing ddres • /�j'� 1�1, jgk pc i 3ti1-S-v Zip: 32- .5 C Expiration STATE LICENSE NO: C 4e d fogs-5 Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature Allk/ / J DATE DATE g -/ -C/ Contractor Signature ,/+17,,a� g---2-/g---2-/ lw SWORN T• , • S :SCRIBED BEFO ME BY` /�,� -Y THIS 3.40 DAY OF Alb /L , 1997 . -,,,:€5,.. , ' . NOTARY PUBLIC so•g,,,„" Patricia Amiens tiy;.-, :1 MY LION 0 CC56388 1 EXPIRES `r_: •August 27,2000 j BONDED TNRU TROY FAIN INSURANCE,INC. Dec-29-98 11 : 23A _ . 'P. 01 CITY OF ATLANTIC BEACH, FLORIDA ( 73) Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE G 3_. 2-y _1999 IMPORTANT NOTICE: 3? l4O52 IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WOR . %ORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIOt'S, WHICH ARE A PART HEREOF, AND IN CORDAN' E WITH THE E TRICAL REGULATIONS, CODES AND CITY Ob ATLANTIC BEACH ORDINANCES. B iv,' ►1S ak.c_--k--a_;c. ' /4142 ,i .. �S eve_ krv■ \A+ ELECTRICAL FIRM: M T ' ELECTRIC! • !GNAT • , : ■ „_k NAME Pc(C lD+r) AD•RESS: \\41) Sere RFD BOX BLDG.SIZE n,e S 1 4. e,\ BETWEEN: RES. S APT. I 1 COMM.1 ) PUBLIC( ) INDUS. ( ) NEW,1 OLD( ) REW.( I ADDITION ( ) TRAILER I ) TEMP. ( I SIGNS ( ) SO. FT. SERVICE: NEW p.'tom INCREASE ( I REPAIR ( ) FEE CONDUCTOR SIZE H AMPS ad I COPPER I II ALUM. L� SWITCH OR BREAKER 3Oo AMPS PH ,--1, W Z4 O VOLT 4 3(1 RACEWAY , 1 EXIST.SERV.SIZE AMPS PH Wit VOLT 1 RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-30 AMPS. 31.100 AMPS. SWITCHES 1. ._ INCANDESCENT FLUORESCENT&M. V. FIXED 0.100 AMPS. 1 OVOI 1 APPLIANCES I 1 BELL TRANSF. AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT r 0.1 I j 1 . OVER MOTORS H.P. VOLTAGE 1 PHS i NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS .10i7llEi ��t. ' L'_vi . vl ' -- 00'1 , a ' i>1 i n ' L") _ TRANSFORMERS: I UNDER 600 OVER 600 V. • NO. II' NO. IKVA ^__- NO.NEON TRANSF. NO. ?VIA. MOTOR SIZE SWITCH FLASHER EACH SIGN - _ j I I T jFORWARDED S _ iTOTAL FEES ,), Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 T14 ROOF TRUSS 22 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:20 1998 Page 1 11-4-Oj 6-1-10 j 11-7-11 ) 17-5-4 1 1 1-4-0 6-1.10 5-6-1 5-9-9 I ' 3x4 II 7.00 FIT 5x5 m in • 1.. 1x4 0 3x5"---: ■ y 0 v 7 3x4 ■ - 3.50 12 - 8 3x4"---. I 8-10-11 j 17-5-4 I 8-10-11 8-6-9 Plate Offsets IX Yl: (4•0.2-8.0-3-01.15:0-1-4.0-7-01.(6:0-2-12.0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.12 2-7 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.19 2-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.15 8 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/deb=240 Weight:95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-3 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-8 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 REACTIONS(lb/size) 8=631/0-3-8,2=722/0-4-0 Max Hors 2=815(load case 3) Max Uplift8=-649(load case 3),2=-403(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1627,3-4=-1251,4-5=-123,6-8=-631,5-6=-125 BOT CHORD 2-7=1409,6-7=769 WEBS 3-7=-329,4-7=560,4-6=-718 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceantine,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)Bearing at joint(s)8,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 649 lb uplift at joint 8 and 403 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1.1995 plating criteria. LOAD CASE(S) Standard • •........ We, •PSIFIC y%. * : '/","i",rnllll1l11111, Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 T18 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:26 1998 Page 1 } -1-4-0 } 2-9-8 } 6-4-0 I 1-4-0 2-9-8 3-6-8 1 � 7.00 12 3x4fr v o "� i W2 „..00040.0111101111 . MIN ; 1151 N 4x4= 3x4= 1 3x4 s--- 3.50 F1T } 2-7-12 6-4-0 } 2-7-12 3-8-4 Plate Offsets(X Yl: 13:0-1-12.0-1-81 16:0-2-0.0-2-41 LOADING(psf) SPACING 0-5-12 CSI DEFL (in) (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) 0.00 6 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.01 1-2 >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/deft=240 Weight:29 lb 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. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 4=20/0-1-8,2=77/0-4-0,5=32/0-1-8 Max Horz 2=85(load case 4) Max Uplift4=-32(load case 2),2=-65(load case 4),5=-19(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=8,2-3=-116,3-4=8 BOT CHORD 2-6=93,5-6=82 WEBS 3-6=41,3-5=-86 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 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)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 surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 lb uplift at joint 4,65 lb uplift at joint 2 and 19 lb uplift at joint 5. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • N.. • y: :`. If *: .�� -10P � //,/°ONAIE G``\``\, nrmmnt Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 716 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:24 1998 Page 1 -1-4-0 ( 2-8-8 ( 6-4-0 1-4-0 2-8-8 3-7-8 5x8= 2x4 I I _ C•1 7.00 12 ■ jai 6 '' 4x4= ud{1} Ql 4x4= 3.50 •2 1 3x4 2-10-0 6-4-0 2-10-0 3-6-0 Plate Offsets(X.Y): 13 0 6-4.0-2-8].(6*0-2-0.0-2-81 LOADING(psf) SPACING 0-8-8 CSI DEFL (in) (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.09 Vert(LL) 0.00 6 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Inc( YES WB 0.03 Horz(TL) -0.00 5 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min 1/deft=240 Weight:29 lb 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(lb/size) 5=79/0-1-8,2=109/0-4-0 Max Horz 2=74(load case 3) Max Uplift5=-61(load case 3),2=109(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=6,2-3=-147,3-4=0,4-5=-33 BOT CHORD 2-6=128,5-6=130 WEBS 3-6=58,3-5=-135 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 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)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 surface. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 61 lb uplift at joint 5 and 109 lb uplift at joint 2. 8)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard .4t.•�SIFICq . No.4: �f - • r •F /► P- A.• 0 R IO>$`4 •C``mSNN A L 'IIIIIIIIII I In11 $' 35-0-0 L L L C vO 0 0 0 0 Oct \ N W W N Z tl, I I I I I I I I I I I 0 8 J02 � 1 4 II J �14 J02 1 7,' � do p TB c f. = J 0 3 ,I_ J 0 3 1 00 � D 0 4:. = < y. T08 TTS■ c T o = T09 T09 v"A r cl wv ("' N T1 O T10 o cn n3 N N V T T 1 1 T11 o T12 o C) T12 • T13 T13 C am iT a P. o !^. D P.= 3 m r, r\ 0 0 cn-13 v v 1 it T. 0 I f I N 0 Ca 1 -N I 0I o 0 O O m Cr 111 ,m •• n r. r. .. N N o) co o u I I 3 ,,K--I 5.o I. (o TO O TO6 o � CD 13 TO5 TO5 OO TO4 TO4 (.3 O x) 00 w -, TO3 TO3 r � o T02 c. . T02 I f_ 1/ T O 1 ILIIUIHIVAIII . . Ir, I I � III 0 � .o 0 i -� -I _, , H � I v co � 0 � � � � � � � � O 17-5-4 0 17-5-4 • I (� I Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 CJO1 ROOF TRUSS 2 1 TRUE TRUSS INC..JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:50:51 1998 Page 1 I -1-10-10 I 2.9-15 I 1-10-10 2-9-15 I 4.95 12 / 4 - 11116. ■ o ' 4 o 0 ,= 2.61 FIT ■TM::1 3x4= I 2-9-15 I 2-9-15 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.13 1-2 >197 BOLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight 12 lb 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. REACTIONS(lb/size) 3=23/0-3-8,2=253/0-5.11,4=26/0-1-8 Max Hoa 2=169(load case 4) Max Uplift2=-376(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-49 BOT CHORD 2-4=4 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I.condition I enclosed building,of dimensions 45 ft by 24 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)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 surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 376 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/7P!1.1995 plating criteria. LOAD CASE(S) Standard \ :gltttllllll S V CA/4 , / � •PT IFI C . y N.. ■ y• . � ' * : i M>nnu a nun1 Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 CJO2 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:50:53 1998 Page 1 I -1-10-10 I 4-6-2 I 8-5-13 I 1-10-10 4-6-2 3-11-11 1 1'1 4 _ N 4.95 12 2x4 W1 , f'1 4=5�a - 3x 9 9 m q 01 8 o 2.51 12 1 M. 3x47---- I 4-8-2 I 8-5-13 I 4-6-2 3-11-11 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.00 2 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.30 2-5 >330 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/dell=240 Weight:36 lb 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 4-11-12 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 4=118/0-1-8,2=421/0-5-11,5=219/0-1-8 Max Horz 2=339(load case 4) Max Uplift4=-212(load case 2),2=-532(load case 4),5=-212(load case 4) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=35,2-6=-545,3-6=-487,3-7=-63,4-7=36 BOT CHORD 2-8=460,8-9=467,5-9=486 WEBS 3-5=-458 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 212 lb uplift at joint 4,532 lb uplift at joint 2 and 212 lb uplift at joint 5. 7)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(plf) Vert:1-2=-54.0,2-6=-54.0,3-6=-54.0,3-7=-54.0,4-7=-54.0,2-8=-20.0,8-9=-20.0,5-9=-20.0 Concentrated Loads(Ib) Vert:6=61 7=-59 8=1 9=-36 \\\U\\\\\llt t I I I I I l I lllllUq�/, *1, CA �c / P-c IFI Q No. s i .1i, .I ' 0 FSS°NAL t\s\C) '�,,,,/,Intl/It tttttl0o Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 J01 ROOF TRUSS 6 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:50:55 1998 Page 1 I -1-4-0 j 2-0-0 I 1-4-0 2-0-0 7.00 TIT ', R k r, 0 4„ ■ o o 6 3.50 FT 1 3x4% 2-0-0 I 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/def PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) n/a n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.04 1-2 >460 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:9 lb 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=23/0-3-8,2=179/0-4-0,4=20/0-1-8 Max Horz 2=174(load case 4) Max Uplift3=-40(load case 2),2=-251(load case 4) Max Grav3=34(load case 3),2=179(load case 1),4=20(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=34,2-3=-45 BOT CHORD 2-4=4 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/7P11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 251 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard � (0011111111111////%0````V CA R4) ��% i No.4: ' •. O R1OV.444;`: SONAL*N4,0.,,� . ?lllIIl l:I I I I l I I I I I It$t' Job Truss Truss Type pry Ply Armstrong Properties-Seminole Duplex 9801351 J02 ROOF TRUSS 4 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:50:58 1998 Page 1 { -1-4-0 { 2-0-0 { 1-4-0 2-0-0 7.00 12 4 VI v O /' C 3x 3.50 12 '/ 1 3x4% 2-0-0 I 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.04 1-2 >460 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No2D BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS(lb/size) 3=23/0-3-8,2=179/0-4-0,4=20/0-1-8 Max Horz 2=174(load case 4) Max Uplift3=-40(load case 2),2=-251(load case 4) Max Grav3=34(load case 3).2=179(load case 1),4=20(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=34,2-3=-45 BOT CHORD 2-4=4 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 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)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 surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 251 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/7P11-1995 plating criteria. LOAD CASE(S) Standard 00ttlIiI1111tI1/1/////0 i 4,‹s:..• IIFIC,• • • 4' : i* Al "i• .., OF • •-41 H1r111111111111110. Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 J03 ROOF TRUSS 4 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:00 1998 Page 1 I -1-4-0 I 4-0-0 1-4-0 4-0-0 '/ op 7.00 12 A' 4■ -r W. 3.50 12 3x4 4-0-0 4-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) 0.05 1-2 >345 BCLL 0.0 Rep Stress Inv YES WB 0.00 Horz(TL) -0.00 3 n/a Weight:161b BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 9 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=84/0-3-8,2=239/0-4-0,4=38/0-1-8 Max Horz2=254(load case 4) Max Uplift3=-139(load case 2),2=-254(Ioad case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=34 BOT CHORD 2-4=9 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 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)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 surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 139 lb uplift at joint 3 and 254 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard \.v- CArR7 tPCIFIC • •y N•. yi * ? ••..»..• V�\�,. °'' ,, ONA1' Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 J04 ROOF TRUSS 14 1 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:02 1998 Page 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 I -1-4-0 1 6-0-0 I 1-4-0 6-0-0 ► � 7i N 7.00 FIT N y a►•1 M i C/ 3.501;7 1 3x4 I 6-0-0 I 6-0-0 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP LOADING(psf) SPACING TC 0.47 Vert(LL) n/a - n/a M20 249/190 TCLL 27.0 Plates rIncr Increase 1.25 ) >133 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.14 1-2 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a Weight:221b BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/deft=240 BRACING LUMBER TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. BOT CHORD 2 X 4 SYP No.20 REACTIONS(lb/size) 3=144/0-3-8,2=307/0-4-0,4=58/0-1-8 Max Horz 2=338(load case 4) Max Uplift3=-235(load case 2),2=-266(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=59 BOT CHORD 2-4=13 NOTES 1)ocean)ne has on an occupancy category I,condition generated I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI and If end verticals exist,they area otlexposed 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)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 surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 235 lb uplift at joint 3 and 266 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • .<‘*.Y ��11 / , •. c)FI ••• e� ZQ G No. s - 0 ONAI llionnifillill000 Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 T01 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:05 1998 Pa =-1 1 -1-4-0 1 3-5-13 I 6-4-0 I 10-9-0 1 14-0-4 I 17-5-4 I 1-4-0 3-5-13 2-10-3 4-5-0 3-3-4 3-5-0 4x4= 3x4= 3x4= 2x4 I I 5 6 7 T2 ■. 0 2 W3 4 WS 7.00 T- 12 2x4= yy 1 6 M �� B2 _ :1 10 9 8 e 6x8= 6x6= o OOP 13 14 12 11 C CA 3.5017 12 3x4% 4x4 3-5-13 t 6-7-0 ) 10-10-12 I 14-0-4 I 17-5-4 I 3-5-13 3-1-3 4-3-12 3-1-8 3-5-0 Plate Offsets(XXI: 12:0-4-9.0-0-51.f4:0-2-0.0-2-41.f9:0-3-0.0.3.81.110:0-5-4.0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) 0.12 2-10 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.12 2-10 >999 BCLL 0.0 Rep Stress'nor NO WB 0.39 Horz(TL) -0.09 8 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:105 lb 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 SYP SS BOT CHORD Rigid ceiling directly applied or 6-4-5 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 8=676/0-3-8,2=893/0-4-0 Max Horz 2=363(load case 3) Max Uplift8=-516(load case 3),2=-754(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=38,2-3=-1989,3-4=-1744,4-5=-1573,5-6=-1493.6-7=-26,7-8=-89 BOT CHORD 2.11=1694,11-12=1736,10-12=1773.9-10=1512,9-13=668,13-14=646,8-14=641 WEBS 3-10=-183,4-10=648,5-10=67,5-9=-234,6-9=1005,6-8=-910 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load.10 mi from hurricane oceanline,on an occupancy category I.condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Except as shown below,special connection(s)required to 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)Bearing at joint(s)8,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 516 lb uplift at joint 8 and 754 lb uplift at joint 2. 7)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(plf) Vert:1.2=-54.0,2-3=-54.0,3.4=-54.0,4-5=-54.0,5-6=-54.0,6-7=-54.0,2.11=-20.0,11-12=-20.0,10-12=-20.0,9-10=-20.0,9-13=-20.0, 13-14=-20.0,8-14=-20.0 Concentrated Loads(lb) Veil:11=-135 12=-59 13=-12 14=-9 $ fl;%4,ouuumIIIluuu .,•01FIC• r� 9 ` : .F Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 T02 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:07 1998 Page 1 -1-4-0 j 8-4-0 I 12-8-14 j 17-5-4 j I 4-5-13 1-4-0 4-5-13 3-10-3 4-4-14 4-8-6 4x4= 3x4= 2x4 I I - i 7.00 FT 2x4= ingilltiirli 9 g 5x5= Y 5X5=- N Cil 3.50 FY Co 3x4% 3x4 8-5-8 ?-0-1 17-5-4 j 8_5_8 0-6-12 8-5-0 Plate Offsets fX.YI: f4:0-2-0.0-2.41.f9:0-3-4.0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.13 2-9 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.17 2-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) -0.09 7 n/a Weight:901b BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deb=240 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-10 on center purtin spacing, except end verticals. BOT CHORD 2 X 4 SYP No2D BOT CHORD Rigid ceiling directly applied or 5-2-1 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 7=631/0-3-8,2=722/0-4-0 Max Horz 2=443(load case 3) Max Uplift7=-485(load case 3),2=-568(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1670,3-4=-1320,4-5=-1112,5-6=-29,6-7=-116 BOT CHORD 2-9=1464,8-9=1111,7-8=638 WEBS 3-9=-291,4.9=408,5-8=635,5-7=-828 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 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)Bearing at joint(s)7,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 485 lb uplift at joint 7 and 568 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • `lttltllllllllll,lry,,, ``\``V CAA.°'4 `4:k,•:'• -IFItr•• • • 4 •* -o' OF 1... :496/1/111111111111111 Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 T03 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:10 1998 =age 1 j -1-4-0 j 5-5-13 j 10-4-0 j 17-5-4 { 1-4-0 5-5-13 4-10-3 7-1-4 5x5= 2x4 II 7.00 57 1x4= -o r,IIIIIH 5x5= iO N 3x4% 3.50 12 3x4 8-8-14 j 17-5-4 8-8-14 8-8-6 Plate Offsets(X.Y1: 14:0-3-0.0-2-41 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) lldefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.11 7 >999 M20 249/190 Vert(TL) -0.33 2-7 >624 BC 0.51 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Ina YES WB 0.51 Horz(TL) -0.10 6 n/a Weight:91 lb BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-11-4 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-13 on center bracing. BOB CHORD 2 X 4 SYP No.2D WEBS 1 Row at midpt 4-6 WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 6=635/0-3-8,2=718/0-4-0 Max Horz2=526(load case 3) Max Uplift6=-521(load case 3),2=-531(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-1483,3-4=-1108,4-5=0,5-6=-188 BOT CHORD 2-7=1315,6-7=641 WEBS 3-7=-311,4-7=848,4-6=-819 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from'iumcane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed::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)Bearing at joint(s)6,2 considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 521 lb uplift at joint 6 and 531 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • `\\ `.tttlttttttllltll/r',,ii# . CCA.A9, �PSIFIC • :. . __ ' ONAI.E \ '/896, i:ill 1 teatiOU\\ Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 T04 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:12 1998 Page 1 1-1-4-01 6-513 j 12-4-0 j 17-5-4 ) 1 1-4-0 6-5-13 5-10-3 5-1-4 5x5= 2x4 I l As, M1111 7.00171T 1x4 0 n 7 r• 5x5= N 3x4% 6 3.50 I 12 3x4 I 8-8-14 j 17-5-4 I i 8-8-14 8-8-6 Plate Offsets(X.YI f4:0-3-0.0-2-41 LOADING(psi) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) 0.11 7 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.33 2-7 >623 BCLL 0.0 Rep Stress Inc( YES WB 0.52 Horz(TL) -0.09 6 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/den=240 Weight:94 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 4-10-13 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-10 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-6,4-6 REACTIONS(lb/size) 6=635/0-3-8,2=718/0-4-0 Max Horz2=610(load case 3) Max Uplift6—554(load case 3).2=-499(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=18,2-3=1400,3-4=-1073,4-5=0,5-6=-134 BOT CHORD 2-7=1244,6-7=368 WEBS 3-7=-303,4-7=956,4-6=-627 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 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)Bearing at joint(s)6,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 554 lb uplift at joint 6 and 499 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/7P11-1995 plating criteria. LOAD CASE(S) Standard • \\\��\\t 111111111 I I I I I I I I r I r r//r/////'', viV. CA / s . P aQ O� - No. • . .r . O .•R10P.G\��: soNAL t*, -//nnmtauuu1,,w Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 TO5 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:15 1998 Page 1 1-1-4-0j 5-2-6 I 9-9-3 14-4-0 ( 17-5-4 1-4-0 5-2-6 4-6-13 4-6-13 3-1-4 454=1 4x4- -�1 3x4 i 7.00 I i lks 1x4= �� 9 ui • 5x5= N 4 8 •- 3x8:----- 7 3x4% 2x4 1I 3.50 12 1 $-8-14 1 14-4-0 1 17-5-4 1 8-8-14 5-7-2 3-1-4 Plate Offsets(X.Y1: 14:0-1-8.0-1-81.15:0.2-0.0-2-41.)6:0-1-12.0-2-11.)8,0.2-7.0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.12 9 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.33 2-9 >620 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) -0.10 7 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight:114 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-14 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-10 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-7 REACTIONS(lb/size) 7=635/0-3-8,2=718'0-4-0 Max Horz 2=693(load case 3) Max Uplift7=-592(load case 3),2=-460(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-1504,3-4=-1138,4-5=-227,5-6=-194,6-7=-607 BOT CHORD 2-9=1332,8-9=808,7-8=0 WEBS 3-9=-298,4-9=807,4-8=-817,5-8=-94,6-8=562 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 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)Bearing at joint(s)7,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 592 lb uplift at joint 7 and 460 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard \\`,,,,,\‘\1\"":11C1 I I t r r t r,,l„1 1,,� � AR �QQ`c.,-- iC,9 C No. 4: f ' •F wi crsoirt t\`\ Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 T06 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:18 1998 Page 1 r1-41 5-10-6 j 11-1-3 ) 16-4-0 7I7-5 1 1-4-0 5-10-6 5-2-13 5-2-13 1-1-4 3x4= 7.00 Elf 2x4 I I nom= 5x5 1x4 i.. 8 9•5x5= N c 3x4"::: 7 3.50[Ti 3x4 I 8-8-14 j 16-4-0 17-5-t 8-8-14 7-7-2 1-1-4 Plate Offsets(X.Y1: 14:0-2-8.0-3-01.15:0-2-0.0-2-51 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.13 2-8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 . BC 0.47 Vert(TL) -0.18 2-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) -0.10 7 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/defl=240 Weight:97 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-7 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-3 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-7,4-7 REACTIONS(lb/size) 7=631/0-3-8,2=722/0-4-0 Max Horz 2=777(load case 3) Max Uplift7=-627(load case 3),2=-426(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1638,3-4=-1271,4-5=-112,5-6=-18,6-7=-148 BOT CHORD 2-8=1419,7-8=615 WEBS 3-8=-309,4-8=957,4-7=-790 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 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Bearing at joint(s)7,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 627 lb uplift at joint 7 and 426 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSIITPI 1-1995 plating criteria. LOAD CASE(S) Standard • 001111111IIIitu llr//N�'/' V. ,,, °Q2`�� .............•• • '- -o' ,4 OF ra P• vssONALE,., HinnlllllII11 tow Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 T07 ROOF TRUSS 4 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:20 1998 Page 1 r1-41 6-1-10 I 11-7-11 I 17-5-4 1-4-0 6-1-10 5-6-1 5-9-9 7.00 12 2x4 11 5x5 1x4,� 5x5= N o 3x4% 6 3.501-71-2. 3x4 I 8-8-14 I 17-5-4 ( 8-8-14 8-8-6 Plate Offsets(X.Y1: 14:0-2-8.0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) l/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.11 7 >999 M20 249/190 TCDL 7.0 • Lumber Increase 1.25 BC 0.50 Vert(TL) -0.33 2-7 >625 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) -0.09 6 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=240 Weight 99 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-11-3 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-9-12 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-6,4-6 REACTIONS(lb/size) 6=635/0-3-8,2=718/0-4-0 Max Horz 2=815(load case 3) Max Uplift6=-658(load case 3),2=-394(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-1430,3-4=-1083,4-5=-0,5-6=-155 BOT CHORD 2-7=1270,6-7=456 WEBS 3-7=-303,4-7=911,4-6=-682 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 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)Bearing at joint(s)6,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 658 lb uplift at joint 6 and 394 lb 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 • \\\o\IIa1autlunInUrrpir '. .\I. CARR • .....tFIC , ' • ..ms. dr : N•• , I . * i / 4 F 1.; ''''''�•ssO NAlt, ■ 'te N��rr7111II IIIIIIli�1N`\`\\` Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 TO8 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:24 1998 Page 1 il ! -1-4-0 ! 3-3-13 j 6-0-0 ! 9-8-9 j 13-5-3 ) 17-5-4 1 1-4-0 3-3-13 2-8-3 3-8-9 3-8-9 4-0-1 4x5= 3x4= 4x5= 3x5 II . 12 5 13 T2 14 6 15 16 7 2 W3 W4 W5 W6 7.00 FT 2x4— N N W1 a 10 17 18 9 19 20 21 3 4 5x8= 3x4= 3x6= W _. 3.50 EIT 3x6 i 6-1-8 11-7-10 ! 17-5-4 i 6-1-8 5-6-2 5-9-10 Plate Offsets(X.YI: 14:0-3-0.0-2-41.L7:0-1-8.0-2-121.18:0-3-8.0-1-81.t10:0-5-4.0-7-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.37 9-10 >561 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.67 Vert(TL) 0.27 9-10 >759 BCLL 0.0 Rep Stress lncr NO WB 0.77 Horz(TL) -0.27 11 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/deft=240 Weight:87 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-3-9 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-2-1 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 11=1339/0-3-8,2=1171/0-4-0 Max Harz 2=345(load case 3) Max Uplift1l=-1597(load case 3),2=-1317(load case 3) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=35,2-3=-3234,3.4=-3252,4-12=-2882.5-12=-2881,5-13=-2519,13-14=-2519,6-14=-2519,6-15=-130,15-16=-130,7-16=-130,8-11=-1339,7-8=-281 BOT CHORD 2-10=2801,10-17=2885,17-18=2884,9-18=2883,9-19=1998,19.20=1998,20-21=1998,8-21=1998 WEBS 3-10=132,4-10=1219,5-10=-3,5-9=-511,6-9=754,6-8=-2076 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI It end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)Bearing at joint(s)11,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1597 lb uplift at joint 11 and 1317 lb uplift at joint 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(plf) Vert:1-2=-54.0,2-3=-54.0,3-4=-54.0,4-12=-54.0,5-12=-54.0,5-13=-54.0,13-14=-54.0,6-14=-54.0,6-15=-54.0,15-16=-54.0,7-16=-54.0, 2-10=-20.0,10-17=-20.0,17-18=-20.0,9-18=-20.0,9-19=-20.0,19-20=-20.0,20-21=-20.0,8-21=-20.0 Concentrated Loads(Ib) Vert:4=-153 7=-90 10=-237 8=-38 12=-90 13=-90 14=-90 15=-90 16=-90 17=-38 18=-38 19=-38 20=-38 21=-38 `s `tltllllllllllllll/////i/i _ = • No. •• /,,,SONAR 'n,//lllt nitttlltttt,,,, Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 T09 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:13 1998 Page 1 j -1-4-0 j 4-3-13 j 8-0-0 j 12-8-10 j 17-5-4 I 1-4-0 4-3-13 3-8-3 4-8.10 4-8-10 4x4= 3x4= 3x5 II . 1'2 6. L VU2 W3 W3 0 7.00 12 2X4= rL W1 e I B2 ■ 8 5x8= 315= 71 �Sp O V ►1 9 N 0 3.50 12 3x4% I 8-1-8 I 17-5-4 ) 8-1-8 9-3-12 Plate Offsets(X.YL 14:0-2-0,0-2.41.16:0-1-8.0-2.121.f7:0-3-0.0-1-81.18:0-5.4.0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.11 8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.16 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.12 9 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight 87 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-14 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-9 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 9=631/0-3-8,2=722/0-4-0 Max Horz 2=429(load case 3) Max Uplift9=-481(Ioad case 3),2=-572(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1731,313=-1414,4-5=-1202,5-6=-86.7-9=-631,6-7=-123 SOT CHORD 2-8=1509,7-8=871 WEBS 3-8=-243,4-8=442,5-8=373,5-7=-891 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Bearing at joint(s)9,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 481 lb uplift at joint 9 and 572 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) Standard • \\\\\p00""""1"1"00 CA l�' RR•. ''', `�� IIFIC,' ; d . 4' • :� -0• g74/ OF iiz:41 �,SONA E ,, ? ,glIIIIII I IInIP".i Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 T10 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:15 1998 Page 1 1 -1-4-0 I 5-3-13 i 10-0-0 j 13-8-10 j 17-5-4 1-4-0 5-3-13 4-8-3 3-8-10 3-8-10 4x4= 3x4= 3x5 I I 7.00 FT 2x4= Y pray 111 3x5= 8 5x8= q 0 A- 3 = 8 9 3.50 FT 3x4=-- I 10-1-8 1 17-5-4 I 10-1-8 7-3-12 Plate Offsets(X.Y): 14:0-2-4.0.2-41.(6:0-1-8.0-2-121.18:O-5-4.0-2-81 LOADING(pat) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.10 2-8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.26 2-8 >778 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.10 9 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:90 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-8 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-5 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 9=631/0-3-8,2=722/0.4-0 Max Horz 2=512(load case 3) Max Uplift9=-507(load case 3),2=-546(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1654,3-4=-1165,4-5=-957,5-6=-30,7-9=-631,6-7=-96 BOT CHORD 2-8=1462,7-8=598 WEBS 3-8=-428,4-8=311,5-8=468,5.7=-745 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Bearing at joint(s)9,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 507 lb uplift at joint 9 and 546 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/-PI 1-1995 plating criteria. LOAD CASE(S) Standard • o v,t t t tl I r q qC��R ,.......• �, , ,P(%FIC • y . k, No. • y• :_! * . r ' . • ji g"•. •• -IDP•4k Job Truss Truss Type Oty Ply Armstrong Properties-Seminole Duplex 9801351 711 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:16 1998 Page 1 1-1-4-0 I 6-3-13 I 12-0-0 I 17-5-4 I 1-4-0 6-3-13 5-8-3 5-5-4 iliax51) 7.0017 12 3x4 i M 0• i� i n' - :x4= 7 5x5= q N ei 8 I �S 1x4 II 'l o - 9 3.50 12 3x4% I 6-3-13 I 12-1-8 I 17-5-4 I 6-3-13 5-9-11 5-3-12 Plate Offsets(X.Y): 13:0-1-12.0-1-81.14:0-6-0.0.2-41.15:0-1-8.0-2-12L 17:0-3-4.0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.13 8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.12 2-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.09 9 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:93 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 4-6-7 on center puffin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-3 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-9 REACTIONS(lb/size) 9=631/0-3-8,2=722/0-4-0 Max Horz 2=596(load case 3) Max Uplift9=-539(load case 3),2=-514(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1672,3-4=-857,4.5=-36,6-9=-631,5-6=-132 BOT CHORD 2-8=1434,7-8=1428,6-7=690 WEBS 3-8=137,3-7=-686,4-7=535,4.6=-792 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Bearing at joint(s)9,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 539 lb uplift at joint 9 and 514 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • 01F1 No. I / _ • _ 'I 0 - %,`hSONALEl -4r/nrrrtrrlttlllf o S' Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 T12 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:17 1998 Page 1 r1-443i 7-3-13 j 14-0-0 j 17-5-4 j 1-4-0 7-3-13 6-8-3 3-5-4 4x8= 3x511 7.00 12 `4 3x4 i v I ii , 3x4= 7 5x5= v •4 e 1x411 o e co _ 9 3x4% 3.50 12 1 7-3-13 j 14-1-8 j 17-5-4 j 7-3-13 6-9-11 3-3-12 Plate Offsets(X.YI: 13:0-1-12.0-1-81.14:0-6-0.0-2-41.15:0-1-8.0-2-121.7:0-3-4.0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/de8 PLATES GRIP TCLL 20.0 Plates Increase 1.25 IC 0.73 Vert(LL) 0.15 2-8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.16 2-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) -0.11 9 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/dell=240 Weight:96 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-5 on center purtin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-15 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-9 REACTIONS(lb/size) 9=631/0-3-8,2=722/0-4-0 Max Horz 2=679(load case 3) Max Uplift9=-576(load case 3),2=-476(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1613.3-4=-598,4-5=-5,6-9=-631,5-6=-46 BOT CHORD 2-8=1380,7-8=1371,6-7=447 WEBS 3-8=168,3-7=-869,4-7=520,4-6=-718 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Bearing at joint(s)9,2 considers parallel to grain value using ANSI/7P!1.1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 576 lb uplift at joint 9 and 476 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1.1995 plating criteria. LOAD CASE(S) Standard • \\`\\\\p\\\111111111111111//ry/////, �,,' ��V•CAA9 �`g�**c,4- IFICq e •_ No. 4: 9 ` ' •F h- ' nlnn ouwuow Job Truss Truss Type (=ty Ply Armstrong Properties-Seminole Duplex 9801351 713 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:19 1998 Page 1 r1-41 5-9-1 j 10-10-9 ( 16-0-0 07-5-41 1-4-0 5-9-1 5-1-7 5-1-7 1-5-4 4x4=- 7.00 12 3x5 11 ��rr. 5x5 i a) 1 x4 n;�:. 3x5= � 1 ill 8 � 5x5= v v 9 N 3x4-- 3x4% 3.50 12 8-4-9 j 16-1-8 117-51 8-4-9 7-8-15 1-3-12 Plate Offsets(X.Y1: (4'0-2-8.0-3-01.[5'0-2-0 0-2-41.[6:0-1-8.0-2-121.18:0-3-4.0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.25 8-9 >814 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.25 8-9 >821 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) -0.43 10 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:98 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-7 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-4 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-10 REACTIONS(lb/size) 10=631/0-3-8,2=722/0-4-0 Max Horz 2=763(load case 3) Max Upliftl0=-619(load case 3),2=-433(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1.2=35,2-3=-1661,3-4=-1323,4-5=-223,5-6=-114,7-10=-631,6-7=-302 BOT CHORD 2-9=1439,8-9=851,7-8=115 WEBS 3-9=-283,4-9=534,4-8=-734,5-8=204 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Bearing at joint(s)10,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 619 lb uplift at joint 10 and 433 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • \\\\\\\\\1111 I I I I l 111 I I I!/I/i//1 / <C*v:CAgq '4, QQ�.• IIFIC s 4' : S, 'o - OFD "ra S4AE C �, I, ' I Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME : Seminole Duplex BUILDER: Armstrong Construction AND ADDRESS : PERMITTING CLIMATE OFFICE : ZONE : 1I_I 2I_I 3I_I OWNER: PERMIT NO. JURISDICTION NO. CK 1. New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Multi-Family 3 . If Multifamily-No. of units 3 . 2 4 . If Multifamily, is this a worst case (yes/no) 4 . No 5 . Conditioned floor area (sq. ft . ) 5 . 3370 . 00 6 . Predominant eave overhang (ft . ) 6 . 1 . 50 7 . Porch overhang length (ft . ) 7 . 0 . 00 8 . Glass area and type : Single Pane Double Pane a. Clear Glass 8a. 0 . 0sgft . 00sgft b. Tint, film or solar screen 8b. 0 . 0sgft 6` 0 . 00sgft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 . 00 , 150 . 00 ft b. Wood, raised (R-value, area ) 9b.R=19 . 00 , 752 . 50 sqft 10 .Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=19 . 00, 2200 . 00sgft a. Adjacent : 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00, 314 . 00sgft 11 .Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30 . 00 , 2293 . 00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6 . 00 , uncond 13 .Cooling system 13 . Type : Central A/C 4' ( ( SEER: 10 . 50 14 .Heating System: 14 . Type : Heat Pump a i( HSPF: 7 . 30 15 .Hot water system: 15 . Type : Electric EF : 0 . 92 16 .Hot Water Credits : (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 . Infiltration practice : 1, 2 or 3 17 . 2 18 .HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . MZ HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 .EPI (must not exceed 100 points) 19 . 98 .40 a. Total As_Built points 19a. 59339 . 57 b. Total Base points 19b. 60305 . 06 I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code . Code . Before construction is completed this building will be inspected for PREPARE B ! ** 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-BUILT =__ GLASS ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS N 130 . 00 65 . 8 8554 . 0 DBL CLR N 42 . 0 38 . 3 . 96 1544 .3 DEL CLR N 20 . 0 38 . 3 . 95 731 . 5 DBL CLR N 6 . 0 38 . 3 . 94 216 . 0 DBL CLR N 6 . 0 38 . 3 . 80 184 . 9 DEL CLR N 20 . 0 38 . 3 . 95 731 . 5 DBL CLR N 30 . 0 38 . 3 . 90 1030 . 3 DBL CLR N 6 . 0 38 . 3 . 86 196 . 9 E 152 . 00 65 . 8 10001 . 6 DBL CLR E 54 . 0 79 . 7 . 95 4106 . 5 DBL CLR E 22 . 0 79 . 7 . 88 1543 . 0 DBL CLR E 54 . 0 79 . 7 . 95 4106 . 5 DBL CLR E 22 . 0 79 . 7 . 88 1543 . 0 S 132 . 00 65 . 8 8685 . 6 DBL CLR S 42 . 0 66 . 2 . 94 2613 . 6 DBL CLR S 8 . 0 66 . 2 . 92 485 . 9 DBL CLR S 20 . 0 66 . 2 . 93 1234 . 6 DBL CLR S 6 . 0 66 . 2 . 63 249 . 9 DBL CLR S 20 . 0 66 . 2 . 93 1234 . 6 DBL CLR S 30 . 0 66 . 2 . 83 1648 .4 DBL CLR S 6 . 0 66 . 2 . 74 293 . 9 W 208 . 00 65 . 8 13686 .4 DBL CLR W 54 . 0 79 . 7 . 97 4178 .3 DBL CLR W 20 . 0 79 . 7 . 95 1520 . 9 DBL CLR W 54 . 0 79 . 7 . 97 4178 .3 DBL CLR W 20 . 0 79 . 7 . 95 1520 . 9 DBL CLR W 30 . 0 79 . 7 . 90 2151 . 9 DBL CLR W 30 . 0 79 . 7 . 90 2151 . 9 . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS . 15 3 , 370 . 00 622 . 00 . 813 40, 927 . 60 33 , 261 . 90 I 39, 397 . 57 NON GLASS AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS WALLS Ext 2200 . 0 . 9 1980 . 0 Ext Wood Frame 19 . 0 2200 . 0 . 90 1980 . 0 Adj 314 . 0 . 7 219 . 8 Adj Wood Frame 11 . 0 314 . 0 . 70 219 . 8 DOORS Ext 40 . 0 6 . 1 244 . 0 Ext Wood 40 . 0 6 . 10 244 . 0 Adj 36 . 0 2 .4 86 . 4 Adj Wood 36 . 0 2 .40 86 .4 CEILINGS UA 1985 . 0 . 6 1191 . 0 Under Attic 30 . 0 2293 . 0 . 60 1375 . 8 FLOORS Slb 150 . 0 -37 . 0 -5550 . 0 Slab-on-Grade . 0 150 . 0 -41 . 20 -6180 . 0 Rsd 752 . 5 -4 . 0 -3002 . 5 Rsd Wood-Pier/Post 19 . 0 752 . 5 -1 . 10 -827 . 8 INFILTRATION 3370 . 0 8 . 0 26960 . 0 Practice #2 3370 . 0 8 . 00 26960 . 0 TOTAL SUMMER POINTS 55, 390 . 63 63 , 255 . 82 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS 55, 390 . 63 . 37 20, 494 . 53 63 , 255 . 82 1 . 00 1 . 100 . 320 . 950 21, 152 . 75 ******************************************************************************* WINTER CALCULATIONS ******************************************************************************* __= BASE === I =_= AS-BUILT =__ GLASS ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS N 130 . 00 -10 . 6 -1378 . 0 DBL CLR N 42 . 0 7 . 3 1 . 06 325 . 0 DBL CLR N 20 . 0 7 . 3 1 . 07 155 . 9 DBL CLR N 6 . 0 7 . 3 1 . 09 47 . 7 DBL CLR N 6 . 0 7 . 3 1 . 29 56 .4 DBL CLR N 20 . 0 7 . 3 1 . 07 155 . 9 DBL CLR N 30 . 0 7 . 3 1 . 15 251 . 9 DBL CLR N 6 . 0 7 . 3 1 . 21 53 . 0 E 152 . 00 -10 . 6 -1611 . 2 DBL CLR E 54 . 0 -9 . 2 . 86 -428 . 5 DBL CLR E 22 . 0 -9 . 2 . 67 -135 . 6 DBL CLR E 54 . 0 -9 . 2 . 86 -428 . 5 DBL CLR E 22 . 0 -9 . 2 . 67 -135 . 6 S 132 . 00 -10 . 6 -1399 . 2 DBL CLR S 42 . 0 -28 .4 . 97 -1161 . 0 DBL CLR S 8 . 0 -28 .4 . 96 -218 . 9 DBL CLR S 20 . 0 -28 .4 . 97 -551 . 0 DBL CLR S 6 . 0 -28 . 4 . 71 -121 . 0 DBL CLR S 20 . 0 -28 .4 . 97 -551 . 0 DBL CLR S 30 . 0 -28 .4 . 92 -781 . 0 DBL CLR S 6 . 0 -28 .4 . 84 -143 . 1 W 208 . 00 -10 . 6 -2204 . 8 DBL CLR W 54 . 0 -9 . 2 . 91 -453 .3 DBL CLR W 20 . 0 -9 . 2 . 86 -158 . 7 DBL CLR W 54 . 0 -9 . 2 . 91 -453 . 3 DBL CLR W 20 . 0 -9 . 2 . 86 -158 . 7 DBL CLR W 30 . 0 -9 . 2 . 72 -198 . 7 DBL CLR W 30 . 0 -9 . 2 . 72 -198 . 7 . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS . 15 3 , 370 . 00 622 . 00 . 813 -6, 593 . 20 -5, 358 . 30 I -5, 230 . 88 NON GLASS AREA x BWPM = POINTS 1 TYPE R-VALUE AREA x WPM = POINTS WALLS Ext 2200 . 0 2 . 2 4840 . 0 Ext Wood Frame 19 . 0 2200 . 0 2 . 20 4840 . 0 Adj 314 . 0 3 . 6 1130 .4 Adj Wood Frame 11 . 0 314 . 0 3 . 60 1130 .4 DOORS Ext 40 . 0 12 . 3 492 . 0 Ext Wood 40 . 0 12 . 30 492 . 0 Adj 36 . 0 11 . 5 414 . 0 Adj Wood 36 . 0 11 . 50 414 . 0 CEILINGS UA 1985 . 0 1 . 2 2382 . 0 Under Attic 30 . 0 2293 . 0 1 . 20 2751 . 6 FLOORS Sib 150 . 0 8 . 9 1335 . 0 Slab-on-Grade . 0 150 . 0 18 . 80 2820 . 0 Rsd 752 . 5 1 . 0 722 . 4 Rsd Wood-Pier/Post 19 . 0 752 . 5 1 . 90 1429 . 8 INFILTRATION 3370 . 0 7 .4 24938 . 0 Practice #2 3370 . 0 7 .40 24938 . 0 TOTAL WINTER POINTS 30, 895 . 50 33 , 584 . 87 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS 30, 895 . 50 . 55 16, 992 . 53 33 , 584 . 87 1 . 00 1 . 100 . 466 . 950 16, 354 . 82 1 ******************************************************************************* WATER HEATING ******************************************************************************* __= BASE === I === AS-BUILT =__ NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT 6 3803 . 0 22 , 818 . 00 50 . 92 1 . 000 3638 . 7 1 . 00 21, 832 . 00 ******************************************************************************* SUMMARY ******************************************************************************* __= BASE === I === AS-BUILT =__ COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS 20494 . 5 16992 . 5 22818 . 0 60, 305 . 06 I 21152 . 7 16354 . 8 21832 . 0 59, 339 . 57 ***************** * EPI = 98 . 40 * ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98 . 4 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 1 X- I 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 I INSULATION R-10 R-30 Ceiling R-Value 30 . 0 I XI R-0 R-7 Wall R-Value 18 . 0 I XI R-0 R-19 Floor R-Value 15 . 8 I X---- I AIR CONDITIONER 10 . 0 SEER 17 . 0 SEER/EER 10 . 5 1 9 . 7 EER 16 . 0 HEATING SYSTEM 6 . 8 HSPF 12 . 0 Electric COP/HSPF 7 . 3 I -X I 0 . 78 AFUE 0 . 90 Gas AFUE 0 . 00 I I WATER HEATER 0 . 88 0 . 96 Electric EF 0 . 92 I X I 0 . 54 0 . 90 Gas EF 0 . 00 I I 0 .40 0 . 80 Solar EF I I OTHER FEATURES I certify that these energy saving features r it-d o th= Florida Energy Code have been installed in this hou ' Builder Address : Signature : ! 4 Ara/ Date : 1 -?; 4% r City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 . . ■ ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98 .4 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 x- I 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 R-10 R-30 Ceiling R-Value 30 . 0 I XI R-0 R-7 Wall R-Value 18 . 0 I XI R-0 R-19 Floor R-Value 15 . 8 I X---- I AIR CONDITIONER 10 . 0 SEER 17 . 0 SEER/EER 10 . 5 I -X 9 . 7 EER 16 . 0 HEATING SYSTEM 6 . 8 HSPF 12 . 0 Electric COP/HSPF 7 . 3 I I 0 . 78 AFUE 0 . 90 Gas AFUE 0 . 00 I WATER HEATER 0 . 88 0 . 96 Electric EF 0 . 92 I X 0 . 54 0 . 90 Gas EF 0 . 00 0 .40 0 . 80 Solar EF I I OTHER FEATURES I certify that these energy saving features -a . ed tV the Florida Energy Code have been installed in this he o . Builder *Address : Signatu e : A Date : ?l `/-3 City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET ( _ 2,o Address l,} - _ t /1 /A.JO t-r= II ' c Date I t / Heated ✓CIA to L Footage < \. '1 �-' 1 _ .:-.. J Garage/Shed 33 4` @ S tJ per su =_ _ Carport/Pore - / (, _4 I �,, i' _per su -"t"1 = S Qc TOTAL / 5.-3 L ..... p . CU •• f(i. c To ta l Valuation tion 1st S .5- I e= C. _S / r U L 1 Z / S _L Remai ring Value S 06 per thousand o portion thereof TOTAL BUILDING FEE .. i// + 1/ 2 Filing Fee S :2_ •c Firer i aces , S15 . 00 S --C - BUILDING PERMIT FEE S 4O I • C "'E� IMPACT $ 5 3© •. c - WATER �_�_ y� FEE SEWER IMPACT FEE S / ; SG . 0 WATER METER/TAP S 3`2 3-- d t TI-::., .O•• .. r SECTION H PAVING $ - 6--HYDRAULIC SHARES S CROSS CONNECTION \-. 0 '. OTHER SURCHARGE . 00',C, Q. �� 403 .'HER GRAND TOTAL DUE S 3a92 . ADDITIONAL PERMITS OR FEES : Mechanical PIuw;wino . F..2 F'czri c/New Eiec r_ c erri : S imminaPooi _ EepL_c Tans We_ i 7 S_tiii Fin 5n Floor Elevation Survey : Other CALCULATIONS and/ or NOTES : • r. SEMINOLE DUPLEX HVAC LOAD ANALYSIS for Armstrong Construction 127 6th Avenue South Jacksonville Beach, FL 32250 Carrier Five Star Resid and Light Commerciential al HVAC Loads Prepared By: Andy Bryan Ocean State Heating &Air Conditioning 1476 Atlantic Boulevard Neptune Beach. FL 32266 (904) 249-8251 9-23-98 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Seminole Duplex Neptune Beach, FL 32266-1798 9-23-98 Page 2 Project Summary Design Data j Project Name: Seminole Duplex 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• 2558 CFM per square foot: 0.759 Square feet of room area: 3,370 Square feet per ton: 553.234 Building Loads _ Total heating required with outside air: 64,731 Btuh 64.731 MBH Total sensible gain: 56,285 Btuh 86 % Total latent gain: 9,205 Btuh 14 % Total cooling required with outside air: 65,490 Btuh 5.457 Tons (based on sensible + latent) 6.091 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. • • - - - - Wednesday, September 23, 1998 -*RHVAC-Residential&Light Commercial HVAC Loads Program � Elite Software Development,Inc. Ocean State Htg&A/C Cie Seminole Duplex , Neptune Beach,FL 32266-1798 9-23-98 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 406 13,251 0 17,905 17,905 80 Glass Door Double Clear Glass Metal Frame 216 7,048 0 15,640 15,640 10D Door Wood Solid Core 76 1,201 0 716 716 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 2,200 5,940 0 3,247 3,247 13C Part R-11 + 1/2" Gypsum(R-0.5) 314 636 0 452 452 16G Ceiling R-30 Insulation 1,986 2,950 0 2,950 2,950 201 Floor Over Open Crawl Carpet + R-19 752 1,624 0 578 578 22A Slab on Grade No Edge Insulation 150 5,468 0 0 0 Subtotals for structure: 6,100 38,118 0 41,488 41,488 Active People: 8 0 1,840 2,400 4,240 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 Ductwork: 0 3,083 0 5,117 5,117 Infiltration: Winter CFM: 475.4, Summer CFM: 211.3 698 23,530 7,365 4,880 12,245 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 56,285 Temperature Swing Multiplier: X1.00 Building Load Totals: 64,731 9,205 56,285 65,490 Check Figures _ Total Building Supply CFM: 2558 CFM per square foot: 0.759 Square feet of room area: 3,370 Square feet per ton: 553.234 ' I Building Loads Total heating required with outside air: 64,731 Btuh 64.731 MBH Total sensible gain: 56,285 Btuh 86 % Total latent gain: 9,205 Btuh 14 % Total cooling required with outside air: 65,490 Btuh 5.457 Tons (based on sensible + latent) 6.091 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. Wednesday,September 23, 1998 RHVAC-Residential&Light Commercial HVAC Loads Program 1t Elite Software Development,Inc. Ocean State Htg&NC Seminole Duplex i Neptune Beach,FL 32266-1798 9-23-98 Page 4 System #1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 202 6,593 0 8,254 8,254 80 Glass Door Double Clear Glass Metal Frame 108 3,524 0 7,820 7,820 10D Door Wood Solid Core 38 601 0 358 358 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 1,101 2,973 0 1,625 1,625 13C Part R-11 + 1/2" Gypsum(R-0.5) 157 318 0 226 226 16G Ceiling R-30 Insulation 993 1,475 0 1,475 1,475 201 Floor Over Open Crawl Carpet + R-19 376 812 0 289 289 22A Slab on Grade No Edge Insulation 75 2,734 0 0 0 Subtotals for structure: 3,050 19,030 0 20,047 20,047 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 0 1,540 0 2,489 2,489 Infiltration: Winter CFM: 237.7, Summer CFM: 105.6 348 11,766 3,681 2,439 6,120 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 27,375 Temperature Swing Multiplier: X1.00 System Load Totals: 32,336 4,601 27,375 31,976 Check Figures Supply CFM: 1,244 CFM per square foot: 0.738 Square feet of room area: 1,685 Square feet per ton: 568.745 System Loads Total heating required with outside air: 32,336 Btuh 32.335 MBH Total sensible gain: 27,375 Btuh 86 % Total latent gain: 4,601 Btuh 14 % Total cooling required with outside air: 31,976 Btuh 2.665 Tons (based on sensible + latent) 2.963 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. _ -- Wednesday,September 23, 1998 'RHVAC-Residential&Light Commercial HVAC Loads Program --.m. Elite Software Development,Inc. Ocean State Htg&A/C A Seminole Duplex Neptune Beach, FL 32266-1798 9-23-98 Page 5 System #2 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 204 6,658 0 9,651 9,651 80 Glass Door Double Clear Glass Metal Frame 108 3,524 ' 0 7,820 7,820 10D Door Wood Solid Core 38 601 0 358 358 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 1,099 2,967 0 1,622 1,622 13C Part R-11 + 1/2" Gypsum(R-0.5) 157 318 0 226 226 16G Ceiling R-30 Insulation 993 1,475 0 1,475 1,475 201 Floor Over Open Crawl Carpet + R-19 376 812 0 289 289 22A Slab on Grade No Edge Insulation 75 2,734 0 0 0 Subtotals for structure: 3,050 19,089 0 21,441 21,441 Active People: 4 0 920 1,200 2,120 !, Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 0 1,543 0 2,628 2,628 Infiltration: Winter CFM: 237.7, Summer CFM: 105.6 350 11,764 3,684 2,441 6,125 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 28,910 Temperature Swing Multiplier: X1.00 System Load Totals: 32,396 4,604 28,910 33,514 Check Figures Supply CFM: 1,314 CFM per square foot: 0.78 Square feet of room area: 1,685 Square feet per ton: 538.547 System Loads Total heating required with outside air: 32,396 Btuh 32.396 MBH Total sensible gain: 28,910 Btuh 86 % Total latent gain: 4,604 Btuh 14 % Total cooling required with outside air: 33,514 Btuh 2.793 Tons (based on sensible + latent) 3.129 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. i Wednesday,September 23, 1998 RHVAC-Residential&Light Commercial HVAC Loads Program E Elite Software Development,Inc. Ocean State Htg&A/C wile Seminole Duplex Neptune Beach,FL 32266-1798 9-23-98 Page 6 Room Load Summary Reports System #1 Room Load Summary Htg Htg Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Sens Lat Nom Adj Adj Sys No Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Gatherin 324 10,162 132 0-0 - 8,265 1,228 376 1.25 470 376 Room (R) 2 Dining 193 3,964 51 0-0 1,568 550 71 1.00 71 71 Room (right) 3 Kitchen/Powd 175 3,864 50 0-0 2,651 402 121 1.00 121 121 er (R) 7 Bedroom 3 210 3,090 40 0-0 3,676 547 167 1.25 209 167 (right) 8 Bath 2 175 528 7 0-0 432 0 20 1.00 20 20 (right) 9 Bedroom 2 170 2,618 34 0-0 1,760 547 80 1.00 80 80 (right) 10 Master Bath 193 1,281 17 0-0 778 63 35 1.00 35 35 (right) 11 Master Suite 245 6,829 89 0-0 8,245 1,264 375 1.05 394 375 (right) System 1 Totals 1685 32,336 420 27,375 4,601 1,244 1,399 1,244 Main Trunk Size: 14x16 in. System #1 Cooling System Summary 1 Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.665 86%/14% 27,375 4,601 31,976 Recommended: 2.963 77%/23% 27,375 8,177 35,552 System #1 Equipment Data Heating System Cooling System I i i Wednesday,September 23, 1998 ■ Elite Software Development,Inc. ''RHVAC-Residential&Light Commercial HVAC Loads Program Seminole Duplex Ocean State Htg&NC 7 Neptune Beach,FL 32266-1798 9-23-98 Page 7 I Room Load Summary Reports System #2 Room Load Summary Htg Htg Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Sens Lat Nom Adj Adj Sys No Description SF Btuh CFM Size, Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 4 Gathering 324 10,138 132 0-0 .. 8,954 1,221 407 1.25 509 407 Room (Lj 5 Dining 193 4,086 53 0-0 2,091 568 95 1.35 128 95 Room (left) 6 Kitchen/Powd 175 3,856 50 0-0 2,980 400 135 1.25 169 135 er (L) 12 Bedroom 3 210 3,084 40 0-0 3,675 546 167 1.25 209 167 (left) 13 Bath 2 (left) 175 528 7 0-0 432 546 0 20 1.00 20 20 80 1.20 96 80 14 Bedroom 2 170 2,611 34 0-0 1,759 (left) 15 Master Bath 193 1,280 17 0-0 778 63 35 1.00 35 35 II (left) 16 Master Suite 245 6,813 88 0-0 8,241 1,260 375 1.05 393 375 (left) System 2 Totals 1685 32,396 421 28,910 4,604 1,314 1,559 1,314 Main Trunk Size: 20x12 in. System #2 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.793 86%/14% 28,910 4,604 33,514 Recommended: 3.129 77%/23% 28,910 8,635 37,545 li Wednesday,September 23, 1998 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: J2 y,^/ / (DO C OWNER OF PROPERTY: ' ELEPHONE NO. /A JJ PLUMBING CONTRACTOR J(a )�'t( .J .I/ 1 Ili' CONTRACTOR' S ADDRESS : //c? 41M 6 9q S Lia x /S(A (7/ STATE LICENSE NUMBER: C P r0 4I4' coo TELEPHONE: 071 'g(O3 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS / SHOWERS 3 LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS 3 CLOSETS / WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES: x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25. 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: 1. 4 • 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 CITY OF,' /Neat& B- i -110Pacia Office of B,Ilding Official REQU ST OR INSPECTION Z. • m 713/ li Date `' -Z�� Per No. Time A.M. Received P.M. / // S) — / 2v A Zer---a--Z Jo. •• ess ocality / Owner's Name 411.411.■•■—• BUILDING CONCRETE ELECTRICAL . —_ 0 MECHANICAL Framing Footing ❑ Rough Wiring C Rough 'I Air Cond. & ❑ g 0 Slab C Temp Pole ❑ Top Out C Heating Insulation Roofing nsulation ❑ Lintel El Final Fire Place ❑Final C Sewer Pre Fab READY FOR INSPECTION Mon. Tues. Wed. 4/50 Friday -. .5 A A.M. Inspection Made — ' P.M. Final Inspection ❑ Inspector �'�` �� Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 80O SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18052 Address: 118 SEMINOLE ROAD Permit Type: DUPLEX RESIDENCE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s): Block: Section: Square Feet: Subdivision: SALTAIR Est. Value: 87,500.00 Parcel Number: Improv. Cost: 87,500.00 OWNER INFORMATION Date Issued: 4/08/1999 Name: ARMSTRONG, DANE Total Fees: 3,298.24 Address: 127 SIXTH AVENUE Amount Paid: 3,298.24 JACKSONVILLE BEACH, FL 32250 Date Paid: 4/08/1999 Phone: (904)241-9271 Work Desc: CONSTRUCT NEW DUPLEX RESIDENCE - RADON 990 - S.CHARGE 2057 CONTRACTOR(S) : TION FEES ARMSTRONG CONSTRUCTION PERMIT 618.00 WATER IMPACT FEE 530.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 525.00 RADON GAS-H.R.S. 4.70 RADON CAB 5% 0.25 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 9.26 SCHARGE/ATL.BCH. 1.03 Inspections Required FOOTING SLAB COVER UP FRAMING FINAL BUILDING CERTIF/OCCUPANCY INSULATION LINTEL TIE BEAM NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND 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. Operator: CHERYLE _ ?ate: 4/15/99 91 Receipt: 8949617 ATLANTIC BEACH BUI DING DEPT. Total Payment $2973.P 3 6-I-9 cc) , ( u rr, . )1 . I9 -za#, IrIt1MNCIP1 .IPII WI r;1.1 1,+11+1 H •i 1.1 Ilotice of Coituncncciuciit 1.1 I IN 011PLICA141 7"I N To whom it may concern: • O. The undersigned hereby informs you flint Improvemenls will he ulnae to certain rent property, and In nccot-donee with section 711.13 of the Florida Slalutes, the following Informntion Is stated In this NOTICE IA OF COMMENCEMENT. Y Description of properly L81 (off SAL-TAa stc r/0d No - / 0 • ::i... ill) (.1enern1 description of Improvements -___VIEW. <_T®/4!E_-.• Owner ___ j)AI [V/IL"t'S i 2oN7 • Address 1 2 l e r*---- `-!f -- 5°5krit.. 'N T i l x ! 1f _ 3 2 a-S-0 • Owner's interest In site of the Improvement ___.__..__... __..._.._. Fee Simple 'title holder (If other then owner) _-....- .-..____-... • Name Address _ • Contractor •di J Lr"5_ CoNS'YLucr,.d - • Address 04- bji- A-c1 ,Sdafet... '-rA>< Jct4 FL 3,2- -s0 • Surety (If any) .... - Address .• _ Amount of bond $ ` Name 31111 address NI' any prison slaking a I0311 for the a I%t111d1ol► of the im1nnvcnlcnts. , t1111111! D o eiti Rig r-0y .. ._ K 13ci fL3 )-- . orT� Pogic U ox,a • address _Ito._ �'�/� . ....-- --•----..- Rime of pct. within the State of I'Inrilla, other than himself, designated by owner upon whorl notices or oilier docsnneots may lie se►vrd: , • Name Address _.. in addition to himself, owner deslgnntes the following person to receive a copy of the Lienor's Notice as Inovided In Section 713.00 121 lb], Florida Statutes. (Fill In at Owner's option). • Nome Address ---7 {-- -- ----- t111a ePACt ron neconoPO•U ups DULY ,i, 13k: 9259 - . i r,--- -- _..awns Pg: 2171 Doc# 99092192 Filed & Recorded 04/15/99 • 11:20:09 A.M.HENRY W. COOK Sworn to and subscribed before me this (� CLERK CIRCUIT COURT I P7 1 DUVAL COUNTY, FL !. day of _a 10. -- REC. $ 6.00 _ _•- • / PU!rr t'u61cIGA STRUDEL .�' MY COMMISSION M CC 655761 EXP!R_3:June 15.2001 • Imo•--� CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be received by 5 P.M. on the MONDAY prior to th scheduled meeting in order to be placed on the agenda for consideration. INCQMPLETE APPLICATIONS WILL NOT BE PROCESSED. is 1. ,4 APPLICANT NAME ADDRESS TELEPHONE 2. ADDRESS OR LEGAL DESCRIPTIeN OF PROP•'SED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE RE •VAL: 4. SPECIFY TREES PROPOSED FOR RE' 0 , AL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION 5. TOTAL NUMBER OF TRE:S TO BE REMOVED: 6. TOTAL NUMBER OF INC ES OF TREES TO BE REMOVED: 7. SPECIFY PROPOSED r EPLACEMEN T TREES AS FOLLOWS: NUMBER SPECIES DIAMETER DBH) 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with •imensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six • ches or greater e) Location, DBH and species of all trees with DBH of les- than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree propos::• for removal clearly marked w a "X" h) All existing and ne, trees proposed to be used •r mitigation clearly marked with brackets "[ 1" I) Location of utilities, - sements and material storage areas 9. ALL TREES PROPOSED Fs - REMOVAL MU ` BE CLEARLY MARKED ON SITE BY RED SURVEYORS RIBBIN. , 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE B BLUEURVEYORS RIBBON. 11 . IN WMPLETE APPLI ATIWN W L NWT BE PRO ES ED. I HEREBY AGREE TO COMPLY WITH A\LL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: APPLICANTS SIGNATURE DATE OWNERS SIGNATURE DATE APPROVED : TREE CONSERV ITION BOARD CHAIRMAN DATE TREE PROTECTION _tom PROPERTY LINE PRIVATE ■ • PROTECTED TREE 20.00' G , CD0 8 H TOF 6" OR MORE I 7.50 I--•- , S PRIVATE PROTECTED I I TREE ( I0_ ill / to PRIVATE PROTE TED TREE / PROPERTY a LINE I _ 0 I D B H OF 20" OR MORE \ 1 1 w f / I °o PROPERTY J LINE a (D B H OF 10� OR MORE IN o I COMMERCIAL & NDUSTRIAL - PRIVATE m I A' PROPERTY) PROTECTED > J!( TR E E owl i --7.50' -� PRIVATE PROTECTED TREE 0 D 8 H OF 6" OR MORE 0 0.204. PROPERTY �, LINE PROPERTY LINE . SIDEWALK SIDEWALK PUBLIC PROTECTED TREE lir D 8 H OF 6" OR MORE 4. (PUBLIC STREET) (PUBLIC STREET) A. PRIVATE PROTECTED TREE 1. ANY TREE WITH A D 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) 6 2. ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY, DPARTMENT 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 LAND 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 11. Ducts;Location&Ins .tion Level R=ts ducts:uc : 2. Single family or multifamily a. Supply R= 3. Number of units,if multifamily b. Return ducts: 12 Cooling systems Capacity: 4. Number of bedrooms SEER: 5. Is this a worst case?(yes or no) a. Split system sq.ft. b. Single pack ge SEER: 6. Conditioned floor area q' COP: 7. Glass type&area -- c. Ground/w. er source a. Single pane,clear sq.ft. d. Room t EER: b. Single pane,tinted sq.ft. -. PTAC COP: c. Double pane,clear sq.ft. Gas-d.ven q'ft. 13. eatin_ ystems Capacity: d. Double pane,tinted s 8. Floor types,Insulation level a. SO' system heat pump HSPF: a. Slab-on-grade,edge insulation R= b. Si g le package heat pump HSPF: COP: b. Wood,raised R= c. - ectric resistance c. Concrete,raised R= d. t as furnace,natural gas AFUE: AFB; 9. Wall types,Insulation level e,/ e= furnace,LPG Exterior f. G.—driven heat pump COP: a. Wood frame R= g. Co, bination water/space gas systems Recov.Eff.:_ b. Metal frame R= 14. Water eating systems R= / a. Elec 'c resistance EF:. c. Concrete block d. Log R= ' b. Gas- ed,natural gas EF: e. Other: R= / c. Gas- , ed,LPG EF:Adiacenl d. Solar stem with tank EF: a. Wood frame R= e. Dedica k-d heat pump with tank EF:b. Metal frame R= f. Heat rec•very unit HeatRec%:_ / c. Concrete block R= g. Other: d. Log R= ` 15. HVAC credi s claimed e. Other: R= a. Ceiling f. 10. Ceiling types,Insulation level • b. Cross venti •tion a. Under attic R= c. Whole hous• fan b. Single assembly R= . d. Multizone coaling credit c. Knee walls/skylight walls R= e. Multizone hea 'ng credit d. Radiant barrier installed f. Programmable ermostat � _co �'p I certify that this home has complied with the Florida Energy Efficiency Code For Buildi,g Construction ? - through the above energy saving features which ill be installed(or exceeded)in this horn- before final 44".;-7,::---;.' � ,E inspection. Otherwise,a new EPL Display Car will be completed based on Code compliant features. ,- ° �-_ si.':�tY,ca Date: _:'. ., •,.'. Builder Signature: Address of New Home: 1 City/FL Zip *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is rat a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE Energy Starm 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. ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI DCA Form 600A-93 Or Form 600B-93 excellent good acceptable 0 10 20 30 40 50 60 70 80 90 100 I 1 I f 1 I 1 I I 1 1 The maximum allowable EPI is 100. The lower the EPI the more e,icient the home. RESIDENTIAL ENERGY PERFORMANCE RATNG SHEET ITEM HOME VALUE 'ow Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS I 1 INSULATION / Ceiling R-Value R-10 R-30 . I , 1 R-7 R-0 Wall R-Value I 1 1 1 R_0 R-19 Floor R-Value 1 1 1 1 I AIR CONDITIONER 10.0 SEER 17.0 SEER/ EER I I 1 . \ 9.7 EER 16.0 HEATING SYSTEM Electric COP/ HSPF 6.8 HSPF 12.0 1 1 1 1 I .78 AFUE 90 Gas AFUE I I I I 1 WATER HEATER 96 Electric EF r I I I so I Gas EF 80 Solar EF 1 I I 1 OTHER FEATURES I I I 1 I 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 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date y 6 - ( % Heated Square Fvviug _ 6 j A/ @ $ Der Ju ft = .S Garage/Shed 35-� C $ 40 per sq ft = S (D Carport/Porcr_ / (o J C 5 per sa ft = $ 44` V \@ $ per sq ft = Deck t'' Patio 5 ` D, @ $ per sq ft = S [ 00 i TOTAL VALUATION : S , ) 1 5-00 $ 4 , Soo .>_6“) .00 2 6-3 U Total Valuation 1st $ 5-°f vO O 37 roa /rte • E, i f 2— Remaining Value $ti.66 per thousand ol portion thereof TOTAL BUILDING FEE $ 4/I 2- + 1/2 Filing Fee $ 2.-0 G (0) Fireplaces @ $15 . 00 $ '-b BUILDING PERMIT FEE S ea f (P• C O WATER IMPACT FEE $ 3©- c.1 0 SEWER IMPACT FEE $ / a 3-0- 00 WATER METER/TAP $ 3"2 S-- 0 t CAPITAL IMPROVEMENT S 3 2 r: DO SEWER TAF S 151E RADON (HRS ) . G050 S I( 7Cpc SECTION H PAVING ( ) $ HYDRAULIC SHARES 5 CROSS CONNECTION $ 34-, 00 ' O51 SURCHARGE . Q050 S q G/(D3 OTHER $ GRAND TOTAL DUE $ g a n• .)..5/ ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp : Swi.mm1 naPool Septic Tanx Well ' Sian Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH DEPARTMENT CF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT LOCATION'INFORMATION' _____ PERMIT INFORMATION _ - Permit Number: 18315 Address: 120 SEMINOLE ROAD Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s): Block: Section: Square Feet: Subdivision: SALTAIR Est. Value: 87,500.00 Parcel Number: , Improv. Cost: OWNER INFORMATION Date Issued: 6/02/1999 Name: ARMSTRONG, DANE Total Fees: 57.00 Address: 127 SIXTH AVENUE Amount Paid: 57.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 6/02/1999 Phone: (904)241-9271 Work Desc: INSTALL PLUMBING IN NEW HOME CONTRACTOR(S) ' APPLICATION FEES __ -- - - - - _- JAMES JOLLY PLUMBING PERMIT 57.00 Inspections Required UNDER SLAB PLUMBING ROUGH PLUMBING SEWER TOPOUT 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. nI P 18A4 e?Z Date: 6/82/99 81 Receipt: 8861Z09,1NTIACHH BUI ING DEPT. 001000e3221000 Jv - — City of Atlantic Bcl'. 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 Permit Number: 18314 Address: 118 SEMINOLE ROAD Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s): Block: Section: Square Feet: Subdivision: SALTAIR Est. Value: 87,500.00 - Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 6/02/1999 Name: ARMSTRONG, DANE Total Fees: 57.00 Address: 127 SIXTH AVENUE Amount Paid: 57.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 6/02/1999 Phone: (904)241-9271-- - -- Work Desc: INSTALL PLUMBING IN NEW HOME CONTRACTOR(S) APPLICATION FEES _- - — JAMES JOLLY PLUMBING PERMIT 57.00 Inspections Required UNDER SLAB PLUMBING ROUGH PLUMBING SEWER TOPOUT 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. --- $57.88 14 � , Date: 6/82/99 81 Receipt: 88612295 9 \, e^— _` � CHECKS ATLANTIC BEACH BUILDI DEPT. 8818888321888 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: // 8-' & ifoo OWNER OF PROPERTY: Oyeyl S t T LE PHONE NO. PLUMBING CONTRACTOR G�rn; `J ��//�O/A co rri 4)-73 c) CONTRACTOR' S ADDRESS : / All i c / PCo4/a STATE LICENSE NUMBER: Q- c7J TELEPHONE: A/2- 9‘J3 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED f SINKS ' SHOWERS 3 LAVATORY I WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS 3 CLOSETS / WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES: x $3 . 50 + $15. 00 MINIMUM PERMIT FEE - $25. 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 CITY OF 4 drastic Beads-4181dd Office of Building Official REQUEST FOR INSPECTION./ �0�Z '�� — 9 Permit No. Date Time A.M. i Received Q / P.M. / /1.U �f c2 0 '_'/ . / �1 _// �/ Locality Job '•. “s ' / I Owner's •�� ___ Contractor Name = A��. BUILDING CONCRETE ELECTRICAL PLUMBING NICAL Foo . • Rough Wiring ❑ Rough ❑ Air Cond. & E Re Framing ❑ Temp Pole C'. Top Out E. Heating Insulation Roofing ❑ Slab ❑ Fire Place I Insulation Lintel ❑ Final C Sewer Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday 0 A.M. Inspection Made S' � P.M. anFinal Inspection ❑ Inspector aril P Certificate of Occupancy ❑ Date //CITY OF 4�i /3 C eadt-4 Office of Building Office ION / �� REQUEST FOR INSPE /��53 �' -9'9 9 Permit No. Date q.M. / N. Received P.M./ Received ` • 4, �i�_ , 0 ..cality --� Job A•• � � Owner's Contractor a ��t ; PLUMBING MECHANICAL Name ELECTRICAL � ❑ Rough ❑ Air Cond. & ❑ BUILDING ❑ Rough Wiring ❑ Air Con ❑ ❑ Footing Temp Pole ❑ Top Out ❑ Fire Place Framing ❑ Slab ❑ Sewer Pre Fab Insulation Roofing ❑ Final Insulation ❑ Lintel READY FOR INSPECTION Friday—__—_______P.M.Wed. Thurs. Mon. Tues. A.M. Inspection Made (� Final Inspection ❑ —� Certificate of Occupancy ❑ AO Inspector �, Date ■ Job Truss Type Ott' Ply Armstrong Properties-Seminole Duplex 9801351 T17 ROOF TRUSS 2 1 I Truss rusyp 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:25 1998 Page 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 I -1-4-0 I 2-3-12 I 6-4-0 I 1-4-0 2 3 12 4-0-4 101 1;1 7.00 12 4 - 3x4% C W2 , IlljilnIIIIIIIIIIII."1".''— INNI i 0 l‘g 3x4= 4x4= 1 3x4":-= 3.50 12 • I 2-2-0 I 6-4-0 I 2-2-0 4-2-0 Plate Offsets(X.YI: 13:0-1•12.0-1-81.16:0-2-0.0-2-41 PLATES GRIP SPACING 0-5-12 CSI DEFL (in) (loc) Vdefl PLA 249/190 LOADING(psf) TC 0.07 Vert(LL) 0.00 6 >999 TCLL 27.0 Plates r Increase 1.25 BC 0.03 Vert(TL) 0.01 1-2 >999 TCDL 7.0 Lumber Issrease YES WB 0.03 Horz(TL) -0.00 5 n/a BCLL 0.0 Rep Stress SBC/SBCCI YES (Matrix) 1st LC LL Min I/deft=240 Weight 30 lb BCDL 10.0 Code SBClSBCCI BRACING LUMBER TOP CHORD Sheathed or 6-0-0 on center purlin spacing. TOP CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 4=23/0-1-8,2=77/0-4-0,5=29/0-1-8 Max Horz2=85(load case 4) Max Uplift4=-36(load case 4),2=-65(load case 4),5=-15(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=8,2-3=-126,3-4=9 BOT CHORD 2-6=103,5-6=90 WEBS 3-6=44,3-5=-92 NOTES 1)ocean truss has on an occupancy category I,condition generated I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI dif ends verticals exist,they are otlexposed 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)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 surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 4,65 lb uplift at joint 2 and 15 lb uplift at joint 5. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard • =`".....ct A1I�,)/ 4' � • '* -o• :4 0 5 i 44;.•-...il 6fsti F;�SONALE�' 1 lltlmlilttt , 1 JOB ADDRESS /7k l O \_. ./_// '/4 .. I e_ e_,./. PROPERTY OWNER I J GA_ lAud /. J& .� PERMIT NUMBER /g0 S-2 -53 ArTE 4 71 INSPECTIONS: FOOTING - 7 99 SLAB '4-3/5 TIE BEAM LINTEL NAILING/SHEATHING $/a 3 17 FRAMING/COVER UP / 1- -Q INSULATION 1/_// -Q9 FINAL BUILDING 1- .(Jo CERTIFICATE OF OCCUPANCY I_ -u) ELECTRICAL PERMIT# I 3 -3 INSPECTIONS ROUGH /I-It- FINAL t , ! - w MECHANICAL PERMIT# l ,a / C o3 / /i/99 INSPECTIONS ROUGH //— FINAL 1 'a4-0 -0 PLUMBING MBING PERb1IT# I S 3 / `I-- l INSPECTIONS ROUGH/UNDER SLAB 10 -3- 9 9 TOPOUT I1-4--c'? WATER/SEWER FINAL •�sd UJ NOTES. s ■ •;M — _40 CITY OF / €4 o C Eau% - ��vuda 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4381 TELEPHONE(904)247-5834 FAX(904)247-5843 MEMORANDUM February 3, 2000 TO: Don Ford, Building Inspector George Worley, Community Development Director FROM: Bob Kosoy, Director of Public Works 4; .--k-•' SUBJECT: Drainage at 118/220 Seminole Road Attached are photos which show the drainage problems at 118/220 Seminole Road. Photo #1 shows the area which needs regrading and tie-in to a catch basin, and the cedar trees which need to be removed because they are located over the water line. Photo #2 shows the catch basin on Belvedere Street which the contractor can tie into the south side of the basin. As we have discussed, we cannot approve the drainage/grading inspection portion of the Certificate of Occupancy until these improvements are made. If necessary, we will be happy to meet with the builder to discuss these problems. cc: Dane Armstrong, Armstrong & Associates, Inc. RSK/� PHQTO #1 2///00 Behind 118/120 Seminole Road relefr Trees 4 6e rewe veal. (©l;^ Ula6, L ire• j y' y s - .1 .# " - L " - ' ''',.;1' , 1 i,_� _ , I, ,yy r _ . "� - kilt tit C �!.. r r dE'�, ry�'Vkr�i '!.. ..A 5 i i - T..-or •�-Z't iv+ j ��'T t Y-;.a k jy �.i is •.r' j /"f' 1 ..i. 1 tc ,-... t ',t 14 `' -4- ... R sue' r , 4 : , y_ R} , f Y 4!`. 't' Ili , A s ^N," i C• .04. h _ ,;. i :rfi�J t �''1. Verity.' P♦ lik tea % •-r'i- r _ _+bd f Y ttroat., 46 i " 1, x " ' kare: .__ fi ' • W(.ems ( 'hum•) 42PzC 7 11 G q 2.ezeic i!l1 Ca ,&1S/ , J PHOTO #2 Catch Basin on Belvedere Street Ca dcfar Call �7e /�fC 5au f h site 01- �qs Ili. ar t j- ". ,„�.�"1 . .F a .¢ ;'. J >� -" , Ike.-}.n.1r- - �l� a .`!� FFA1. - ..i„ x' ,�,�� .1 ,.4-!f ♦ s -2 _•_ _ . ( •' f_ d' a lTOFF.: °'fit .+"1k•••-, '�-: ..i.,r r J.-s 4r ( _ f ,' . Y -a 1, i1!' i. s °. ! _ � �� } :47 '..- �- t f, ` f+ !f �'(� LiL,.,.'� s-�i.• r4 . • i i i-744' F7r. . : , ,,,,., Ill ilk: -,.- ;.„.... _, - , -1E. 4 a a . , ,,,,. ...,,,,,..;,, it '''.. f-; " ' -- f"--0..... 1, .._ -4,..4.1“.„. —..f. IP. . ,.fil-tk... +01.. '' - . . I!, ;,„ , '.#4;:,'it_114-z-..It 1 t. A -- g ,,,, ••• ,, i t ■ 1. `= 4 {♦ fir` 'Q, �� d P-Kb', r '%•A 1*�' �; .7 .tip , fit'— . i• 11 , , . e. - 1,4 ,. , , .-,, ... . . .-.: - ,.. .4rL .i i r ,r . '. 1 , f. i ,.,,�y� , r7 I:. .