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370 12th St (vault) _Vj rJ J3 City of Atlantic Beach Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure is in compliance with the ordinances of the City regulating building construction for the occupancy and use for which the occupancy is classified: Date: July 23, 2009 Permit Number: 08-1449 Contractor: Fasanelli Development Co. Address: 370 12' Street Atlantic Beach, Fl 32233 Description of Structure: Residential Permit issued in accordance with: 2004 Florida Building Code Construction Type: V Occupancy Class: Residential R-3 Design Occupant Load: N/A Sprinkler System Required: None Special Stipulations/Conditions: None 4 WIICHAEL GRI BUILDING OFFICIAL CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 7 - / 7 - 0 Contractor Name: �✓-� `J A'Yl e'�1 V VJ D p Permit #: /`f L Property Address: 3-7 c) 19 5 Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: 0eegnt Date Notified Date Approved Approved By �+ rks 2/ ities a U 7- ,:P.3 u �' z 7 Z-Z nnS P- . 07- 7 Z -r 7 7. Z Z ' 0 ation e ,1 22 C,1 ZZ, Satisfied Final Survey with FFE ` Yes No All Re-Inspect Fees Paid ✓ Yes No Termite Treatment �� Yes No NADER'S PEST RAIDERS, INC. WWW.NadersPestRaiders.com c Jacksonville Palm Coast Home Office: ASST RAIDS (904)223-4255 (386)447-PEST 10066 Sawgrass Drive West P.O.Box 3399 1008 Beech St. Ponte Vedra Beach,FL 32082 Ponte Vedra Beach,FL 32004-3399 Fernandina Beach,FL 32034 St.Augustine Orange Park (904)285-0091 (866)4-NADERS(866-462-3377) (904)277-0090 (904)940-PEST (904)272-6601 Notice Of Subterranean Termite Treatment This property was treated as required by law by Nader's Pest Raiders, inc. and is protected againsi subterranean termites and associated damage up to $350,000,00. The bond is to be renewed annually and an annual inspection to be preformed after the renewal premium is paid to continue your protection another year. Date of application: Chemical used: �2Erv,Cs4 Amount applied: Applicator: I�of-rr4f, Trl Square footage: �N T Linear footage: 3� County law prohibits removal of this notice. Please contact us for all of your pest control needs. Multiple Service Discounts Lot Block Subdivision Physical Address 300 1a+µ S'f 'i s i I � I � N -i V) I 0 Of I = 0 U 146.82' FIELD ZMo I gig, 14653 OY 6 r (nJ 0 c� z n M o' I S 09'1 Zr,r, J ~ Z� Z 2 a a o� U Z r Q W O O — U, I C, O N \ -1 p Q Z F / J = pW p �0 15.3' Yo L.I. W I \ 1� ZOf C3 � 0J pOPAD X 0 W W W o, o w z1 n8.5. 3.o 20.9 0 ofx O c; a \/ J - ctf (n F- 0 � WQZLLj CLo x °' n35O � n a;o sri Q O \ 7.0 � L, O ° z QC.Xx� O U wo 0 W x ma ° \ o Q >- WQ 1 J U m1 \ U Z J > �l ` p- ry F- \/;Wovcnr vi ~tJ ~ \ pcr r ko p j a O 1 W pi O \\e). \). f X X \ �.S. N O ~ — T cn ox o Y�. mLJ to i 0 � 1= 0p , � � �Q ` Via, 7 �� 7.0' O 0 x Lil 00000 1 0�� a; v� a, 6.4 0 � F Z W Y cfl d3 X a� , N, (/� N I- W p Q O t- \ s N < W = tz s 6x Ctf U m U to a x o, 11.3 16 7 Q � � OQ � Z y �� _ 1% x o J } LL- ~ ° 22.6 o X 13 :D J r- ~ �i4 32' x rn. r C� J Z D ° O �p Z ° /0 PAD w, 6, �. Lj L.0 cr� x ° x �`- ry LLLJ ~ rn rnV a' WJ '�x° o, 3r F1E� — � cnzU X ��po x �- �N X33• w x x Q T 7 1-- 0 LLJ Z LL- j s ZZW Q0 Q Ln :E =U \ I- O00JO � Lo0\ Z OOWQ F-• J Li J (n � O Of 0 00 II v1 n W N\ = z 0 J r' (Y \ Q 00 Z IU U \ wI LO wl N N � �I wIl (D 0 jI o Q J L� Y ro oN W Q.�a � O � j Brooks, Nancy From: Clemons, Malcolm Sent: Thursday, July 23, 2009 9:44 AM To: Brooks, Nancy Subject: RE: 370 12th Street CO request Permit#08-1449 Backflow Inspection OK. Malcolm From: Brooks, Nancy Sent: Wednesday, July 22, 2009 8:55 AM To: Carper, Rick; Kaluzniak, Donna; Clemons, Malcolm; Hall, Erika; Doerr, Sonya; Deming, James; Nodine, Phil; Walker, Chris; Gilboy, Tim Subject: 370 12th Street CO request Permit # 08-1449 Fasanelli Development Co. has requested a CO for the above address. Tim/limbo, you signed off on the CO form yesterday. Are you in possession of the Finished Floor elevation survey? If so can you please forward that to me? Sonya/Erika—the worksheet is in Sonya's box for sign off. Nancy Brooks Buildiiig Department City Of Athuitic Beach (904) 247-5826 nbrooks�a�,coab.us i CITY OF ATLANTIC BEACH i 800 SEMINOLE ROAD JATLANTIC BEACH,FL 32233 0 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001449 Date 11/12/08 Property Address . . . . . . 370 12TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 600000 ------------------------------------------------ Application desc new single family home ----------------------------------------------- Owner Contractor - ------------------------ ----------------------- BUDNICK, TODD S & CHRISTY H FASANELLI DEVELOPMENT CO 370 12TH STREET 712 SHIPWATCH DR E ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 614-1999 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone ZONE ------------------- ----- - -------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . Permit Fee 1860 . 00 Plan Check Fee 930 . 00 Issue Date . . . Valuation 600000 Expiration Date . . 5/11/09 ------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch-read meter in a properly sized vault and an appropriate backflow preventer installed. { Backflow f PERMIT Is 1RFfR`9 PKL-JW�{ r' A ffty 4 C "LSA I �BE�tt i�OI NPESC yWi FLORIDA BUILDING CODES. s I CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD J r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Page 2 Application Number . . . . . 08-00001449 Date 11/12/08 ---------------------------------------------------- Special Notes and Comments the results sent to Public Utilities . Water and sewer available and marked. Topographic survey to document on-site storage volume will be required before CO inspection. -------------------------------------------------- Fee summary Charged Paid Credited ----Due--- ----------------- ---------- ---------- ------ Permit Fee Total 1860 . 00 1860 . 00 . 00 . 00 Plan Check Total 930 . 00 930 . 00 . 00 . 00 Grand Total 2790 . 00 2790 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001764 Date 1/05/09 Property Address . . . . . . 370 12TH ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------------- Application desc temp pole 100 amps and new service 300 amps 240 v ------------------------------------------ Owner Contractor - ------------------------ ----------------------- BUDNICK, TODD S & CHRISTY H KNIGHT ELECTRIC LLC 370 12TH STREET 910 11TH AVE S ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 247-9884 ------------------- Permit ELECTRICAL PERMIT Additional desc . . . 00 Permit Fee . . . . 70 . 00 Plan Check Fee Issue Date . . . . 12/30/08 Valuation . . . . 0 Expiration Date . . 6/29/09 ----------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- - Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. T " J19 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date 10/29/08 Address: 370 12th St. Permit Application No: 08-1449 Notes: Water impact fee for additional WATER IMPACT FEE $ 760.00 fixture units. New Exist. Additional SEWER IMPACT FEE $ Bathtub 2 - 1 = 1 WATER METER/TAP $ Kitch. Sink 2 - 1 = 1 Lavratory 8 - 2 = 6 CAPITAL IMPROVEMENT $ Shower 5 - 1 = 4 Water Closet 7 - 2 = 5 SEWER TAP $ CROSS CONNECTION $ OTHER $ GRAND TOTAL $ 760.00 .d� 100 7� � Pie aS 3 a sot (0- k Cr �' n No. CO P e� O APPLICAT1 NUMBER the Building Department (To be assigned by of Atlantic Beach City Department Building ii 800 Seminole Road V Florida 32.33 (90)247.5845 Date routed: Atlantic Beach, fi3z " Phone(904)247 dep @coab.us fr Email: building- coab.us City web-site: http:/l WWW TRACKING FORM ION REVIEW ANS wired Yes No APpLICAT Department review req Building Planning Zoning Address-d Adrorks roperty Public W Public.Utilities , applicant: a" """" Public Safety �>• .,•r r Fire Services �ro'ject. eview or Receipt Dat R Review or Permit Required of Permit Verified B Other Agency Florida Dept•of Environmental Protection Florida Dept.of Transpoitation ater Management District St.Johns River W Engineers Army Corps of Eng nd Rest u,ants Division of HotAlcels oholic other' Beverages and Tobacco Division of Other: APPLICAT� N STATUS ❑Denied. roved. First Review: Reviewing Department Comments- BUILDING one.) Q BUILDING �� &ZONING Reviewed by: PLANNING PUBLIC Denied. WORKS as revised. ❑ Second Review: ❑Approved PUBLIC UTILITIES Comments: PUBLIC SAFETY pate: FIRE SERVICES Reviewed by: Approved as revised. ❑ Denied. Third Review' Comments: Date: Reviewed by: I Date. Reviewed by: i. CITY OF ATLANTIC BEACH 08- 32233 boo SEMINOLE ROAD,ATLANTIC BEACH,FL- 845 5845 n OFFICE:(904)247-5826 a FAX NO.:(904)247 r BUILDING-0EPT@COABUS DUVAL COUNTY ��lrsiv} BUILDING PERMIT APPLICATION 3 S4} �NDER_ROO� .=mss ..rk-•,w < t Krm: 2WALUATION lMY- O - cr f:106ADDRE. �i..�.9w. . Z I !7 l'"% Sf ree.-1 Atlantic Beach FL 3223 S CLASS;O�w4RK'R"' �' V ` � S` SEOFSTRl7CTURE ' 'a ❑DEMOLITION RESIDENTIAL g LEGAL UESGRiPTIDi4M.—I I�' �a � �f EW BUILDING ❑COMMERCIAL ❑ADDITION [3 CONVERTING USE B�:FIRE SPRINKC'Ef�" LOT BLOCK SUB DIVISION x= [I ACCESSORY BLDG. YES WA 1:aN f �to.•x - ❑ALTERATION ❑POOL I SPA 7"b ESCRIPT;IOtC�Ffl El REPAIR OTHER ❑NO P� n C W G ❑MOVE 1 r Cn C i .,.h_ W' y ARCHITECT_1:ENGINE. �On a 1Cv04 r � CONTRACTOR:- x ... .. ERTY'...:.:NER xi :,,:: +t x,.,._ r^ :1 _ 23.COMPANY N ME. a z Via,.PROP t 2+ 1E� i Q 1. 15.COMPANY NAME: �1• ^¢ e , ��y.�, s.N�hr 9i� U (. 24.LICENSEE NAME�(JrN� 16.NAME: A L o �,�t� 1, U 25.STATE OF FLORIDA LICtElNS NO.: 17.STATE OF FLORID/Ah�LICEN'S7E NO.: �•'� �tom`;V 10.ADDRESS: i 1 L � V 3 7. `J C�ZOf0 yam r�L T S [ 11. i 26.ADDRESS: 4 //�+ 18.ADDRESg: 1� f}ULN /SDN7�IYl1s1 L� -T ,L 1 � f•�K �ka� �� 3ZZ3� s–}11� r v J Ax �t� .: S,A 32224 19.OFFIC PHONE: 20..F NO.: l/ 27.OFF CE PHONE: 28.FAX NO.: 11.0 FICE P�LONE:: 12,FAX NO.: � V lei 33 SS `�" sJ�jr ( � 29.CELL PHONE: C"EL O 10 21.CELLPHON&` �` 13.CELL PHONE: �2`' � � f l 30 EMAIL ADDRESS 22 EMAIL AD_ORESS 14 EMAIL ADDRESS* Qw �•�•�� Iv � ' �<.... >r ,•_,� �� "�� `t`�MORIA ENDER.�• � �a �EE SIAM TITLE HOLDER=s ^€,5,sn�'� �r s.. .h ` <�,.BONDING�CDM�ANY r�" '.,t�,� � ..� 't"`•:.� x n 35.NAME. IFOTH62.THAN;'DWh7ER) ;c.^• 33.NAME: 31.NAME: 36.ADDRESS: 34.ADDRESS: 32.ADDRESS: work will be performed to meet the standards of all laws regulating work construction suspen in this Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that o work or installation as or pp months, or if construct commenced prior to the issuance of a permit and that al ed or jurisdiction. This permit becomes null and void if work is not commenced within six(6) for a period of six(6) months at any time after worklis ers Heaters,Tanks,�AirConditioners,etce permits must be secured for abandonedlicable Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Bo u or use the referenced building or any part therof,until all inspections are finaled and OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be nein compliance with a app laws regulating construction and zoning. I will not occupy prior to obtaining a certificate of occupancy or completion issued by the building official,as required >k,�r WARNING TO OWNER: LT YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT NOT E U IN YOUR PAYING TWICE FOR IMPROVEMENTS TOAND POSTED ON THE JOB SITE BEFORE THE COMMENCEMENT MUST BE RECORDED COMMENCEMENT. INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, COF T WITH YOUR FIRST y 5 � , LENDER OR AN ATTORNEY BEFORE RECORDING YOUR : ff OWNER or AGENT r ,•.Y >x � F e Leltet Requlretl),a..., 4.a^.... �4 I( gent;Powel of Attorney or,A9 icy.:.. Date: Date: Oe Sig d: 200 the county of Signe : Before me this day of ay o ,20 'n the county of eared f Before me this Duval,State of Florida,has personal) app Duval,State of Florida,has personally geared herin by himself 1 herself and affirms that all statements and declarations are herin by himself I herself and affirms that all statements and declarations are true and accurate. _ true and accurate. / r County of County of Notary Public at Large,State of � Notary Public at Large,State of` F ': a sAd Personally Known �/ s -yam 1 ° kd Personally Known t �$ CJFj ❑Pr du y O Produced identification- ? to 'Siete - CII -- . .Y.. CMF ATLANTIC BEAAL R -v • v" r t�TION r` SEE PERMITS FOA D CONDITIONS. ' ,a FILE � REQUIREMENTS f 01:REVISED.11/6/2007 m DATE REVIEWED BY: F MAP SHOWING.............BOUNDAR I Y & TRE-E SURVEY OF LO*I' 7, AND THAT 'IRIANGULAR PART OF t_ur 8, LYING EASTEW-Y OF A LINE MA P H RUNNING SOWHERLY FROM TI IC NORTHWESTERLY CORNER OF' SAID LOT 7 TO A POINT IN THE S=TPIERLY LINE or* SAID LOT 8. 5 FrrT WESTERLY I`R0M THE CORNER OF SAID LOT 7, IN BLOCK 2, OV $ELVA MARINA UNIT ',()Uj'HWFSTI7RLY C' A! '0R0r PLAT DOOI< 23, 6 NO. 1, A(,(,'0RDlNQ TO THE PLAT THEREOF -0 1 N PACE 4, OF THE CURRENT PUBLIC RECORDS OF DUVAI. COON I Y, FLORIDA. 'BUDNICK, TODD S. BUDNICK, (3ERTIFIr!,D TO: CTlp,-rSTy H. TFIDELITY NATT.ONAL TITLE INSURANCE COMPANY, GIBRALTAR TITLE SERVICES AND 7' f2fP $gyig�17..'01*4)9 (qfl 00 (ro 10. X Ar,4 110 6005 0 . g�, (M) CREPE F lu. MYRTLE` k. lt" w9l""51 _tRF1'AU- 1/2 N R. _. L, -- - PE LE, a MyjjjtA_ ALM een n,o 2'' CONC. 1 AIC vp (", o 6.4, 4 PAD .0 IAL - 6 r(lrey � lel(A" I()ENCE V as kzVEA p W/ 1.2 SrE r4 j70 S in -3 cil L c,� . ..... PALM'-. V J I— PAL PAI.M b, 0 M [,AI.M v c.)lzrh 7 2 01200 PALM 19" PAI M CEDAR 2A \1 AL 12- A(M 0 -PALM ------SAGO 1 R PAI.M 12 25,0161'0.(11) 0,2' 314 ;7 5' 84'06'-T5 95,0mT 4744 , a*?0,1�loo" yr pig,00, Is I I I LOI 30 I LOT 26 _OT 32 A ILANTIC Ili:ACH PLAT 8001< 5, ';'AGE 69 ............................ )D- ARFA!i Of. 1%ANNUAk. ......................................................... ...................... "X (5MAIAJ) AREAr Qi- 0.2X ANMJ61 tAflCC Fl_O( .F F�.Lmjb. QOn BLAIN /rLOr") ZONC Tr.0 RY LLVEIG rnoM 1% ANHUAL CtIONC HE AREAS l)MlqMlWFll 1-0 Or ot.lT,,moK THE 0.21; ANUUAL CHANCE Fk. AND ARFA5 N=OTE I-LOOD"03CHANCE In 1,1 AYLRADF OF LEE,; IIIA14 I FOO'[ OR VAT11 ORNRAOL AIZCA�, IHAN I I�QVARF MILL; CE 4 y A, 7 07�_G5, pi'A A N A �c CF00NO I L HOW 7 "On ��FA5 T T' y LL A`1 0' U ,,IAN� Fl 11 LRF RAOE AN LO 'C ON y AS K'ARINGS ARI-.. UASCO ON-- 70NL:,-,,. - 0 IWT71f 1�lwl M Wil '0 MA p ANI L 2,ST'RIJC TUkC No.370 A 1 I)AIF �j , INC P NO R C 0 A. 00L) MAPS P NFL(NO. CXTEM I 'I. DEST DF' FROM F.C.M.A.0F] _I!.* EXTENT Ot GINDERGROUNO FOOTINGS, C 3 S .,It Y ONLY. .1 MINE�. ANY, NOT SURVEY VV Cr ItS ISA FUIIF�ACE �'.URVLY ONLY. ITI- 3.li- I IF Y �.TCFWINED- A N . NOT 11. t Y R$ INC. L),I IT E , ANY, NOT 1A. CAS �F XNY, NOT �VEYS owmc" N�R SURVEYOR I pIPIZS AND UTILITIES IF V1, TA I.Y ANU/0 E G SU InN AL R _NVjkOtqMCtATAt -IONAL A" 't. LIC ASSOCIATED 1' OR F LAND & ENGINEERING 5LJRVvYsl JURi5DICI IN LOcAlW Dy THIS u TITLE, L.] -ANDINU BOULEVARL) GAL DESCRIP 11ONs rURNISI.IED. THF NUI TLE, 'OR CASE 31A46 0 jVCY 8 A S ED ON LE., MLN WDA 7j2?'IO THIS SURVCYOR V jACI<7,0NVILLE, FLO RECOI�L)S WERF NOT SE(�RCHED By TAI0NCq s U04-771-64613 CO\T-NANIU L.IS RC-TRICTIONS, CLOSURFS . OR 0.IRDINANCES. ETC, TI 60k) [HAT AFFECT 1111S PARCEL. 1EIRE 'ORD H _ M Al TCRS OF IZE _NTiVICAWN. 0 LLI (JO05413B TI C; 1,. OTHER 1pi-,; I-OUND HAW. N() 1[)F J CCr<TIFI(;A"iIl_ OF AUTHORIZA-110T4 No' F,'IA'I�D All. IRON P - 0 s v 15�UN LESS CCN,j) = CmCRILL uRVEY WAS DONE UNDI:`R My pC pujiIT OF CUIVIE ar-ciloc Bay Crj�'I"IFY THIS S 'CHNICAL IRON PIPE OR RL-Bt\R P,T, �,O,Nj OF TANGENCY Ejl= 1 tEREHY I-HE MINIMUM TE 1.9.5466 njwr. - 0" p _ NOWT Of' t�LVFRSE CURVF "A-,SOGSUIiVFY DIRECT SUPU-. ANQ MEETS PURSUANT I'0 CHAI'VER Pin (Ip 6uw) f �.; FOR LAN SURVEYING 4:72., F.S, 0 _j�:b�jNo IRON PIN OR r"6'c", - POINT or comp - NANDA -IAP�ER OMpj(L�DATA R/NN= RIGHT 01 A WA NtS RAINE C E, d rok)i,jo col,ICRET� MONLIMLNI r -TF - Cjk)II.DIN(; 11 6-IC,17 X CRDS,., C � DRILL HOLE CONC, = CONCR� TAw' TI CUT Ot (M) MEA,_,URFD =AIR i;0NDmokR -4 RECORD .7 E.R 0-- WILITY PO( ARC LENOT1 vjI-,jGA:TE NO. 3771 R, RADIUS L. 0 WATER ML Ut)Y AMCV40 POOL EOUll"WNT BY; -1-0 DA O.R.D. C V81LUML JIILITIES S H. t IAT 'HE 'IFICATE NO. 4 1 AAL v-tCCORD 1300K P.0 OvLi� "FAO I Cl-f = GH01 FCO D OFFICIAL PFCORD 4UMCNI -(),U- CHAIN LINK FFNCL V.TN STARLI (5132 '.R.M LRyANF.N[ REULNUI NOt PTIF&TIE NO. P LINE �-N�OOD FEN( U ARLES I C FENCE `0— RAYMOND E.R 1 -20Q [RANSFORMER & PAL) ANTS & RESTRICTIONS 3 DATE. E•T. 11C rC AUTWKIHITY COWN i E.A. =JACKSONVILLE ELECTRIC JOB NO, DRAFTER Vt — : IRV�'Y()R ANI) KAAPP':p ------------ TL 74,y_ - I j(117Wqr7r) qI so I ni� AFI -)p jNJA ic�pn SCAri lf�KIATljv?V AND li-A 1'?Aic�pn w(-IT vtl in wl i 14r)l IT 'ON XIJJ Td WdTS:20 8002 ST - ed110 2 v = G n re C W-E 1 C � /. do.oV o y 3 t p o /y g 3 X 3 �z d>f e^AA ►`n O'er C via V s iY b z x Pif y1f X 3 Z(Z ee, ra Ile r nn S1 z.1 - = s6 F-� 3 FORM-600A-2004R EnergyGaugeO 4.5.2 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Budnick Residence Builder: Address: 370 12th Street Permitting Office: City, State: Atlantic Beach, FL Permit Number: Owner: Budnick Jurisdiction Number: Climate Zone: North L New construction or evsting New _ 12. Cooling s%stems ?. Single family or multi-f unih- Single family _. a. Central Unit Cap:54.0 kBtu hr _ 3. Number of units.if multi-tamih t _ SEER: 13.00 4. Number of Bedrooms 5 _ b. Central Unit Cap:30.0 kBw hr _ 5. Is this a worst case' No _ SEER: 13.00 6. Conditioned tkxx area i8=► 42(►t"►fl= _ c. Central Unit Cap: 1-1.11 kBtu hr 7. Glass type I and area:(Label reyd.by 13-1t►4.4.5 if not default) SEER: 13.00 - a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. (Dble Default)55;.8 8= _ a. Electric Heat Pump Split Cap:54.0 kBtu hr - b. SHGC: HSPF:7.70 - (or Clear or Tint DEFAULT) 7b. (Clear)555.8 ti _ b. Electric Heat Pump Split Cap:30.0 kBtu hr 8. Fkxx tNpes HSPF:7.711 a. Stab-On-Grade Edge Insulation R==►.O.274).(h p)d _ c. Electric Heat Pump Split Cap: 12A kBtu hr _ b. Raised Wail.Post or Pier R=30.0.301 i►fi' _ HSPF:7.71 c. N A _ 14. Hot waters-,stems 9. Wall t}pes a. Electric Resistance Cap:40.0 gallons _ a. Frame.Woad.Exterior R=19.0.969.0 N' _ EF:0.97 _ b.Frame.Word.Exterior R=19.11.2380.4 fF _ b. Electric Resistance Cap:80.0 gallons _ e. Frame.Woxxl.Exterior R=19.0.2-53.7 W _ EF:097 d.N A _ c. Cousen atiom credits _ e. NA - (HR-Heat recoven-.Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. tinder Attic R=30.0. 1118.0 N' 15. HVAC credits PT. _ b. Under Attic R=30.0.301.0 tle _ WF-Ceiling tan.CV-Cross ventilation. c. N A _ HF-Whole house fan. 11. Ducts _ PT-Programmable Thermostat. a. Sup:Unc. Ret:Con. AH:Interior Sup.R=6.0.60.0 fF W-C-Multizone cox1hng. b. 2 Others 73.o it _ W-H-Multizone heating) Glass/Floor Area: 0.13 Total as-built points: 41096 PASS Total base points: 48764 hereby certify that the plans and specifications covered by Review of the plans and �TgE ST,91 this calculation are in compliance with the Florida Energy specifications covered by this O = F Code. calculation indicates compliance � PREPARED BY; � with the Florida Energy Code. Before construction is completed C DATE: `1f c. fit-ib Y a this building •mill be inspected for i I hereby certify that this building, as designed. is in compliance with Section 553.908 Florida Statutes. tiC compliance v.,ith the ner Cod op WEI OWNERJAGEN BUILDING OFFICIAL: �-� DATE: /O DATE: Jo 2 8' -- - --- - --- - - I - - -' 1 Predominant glass type.For actual glass type and areas,see Summer&Winder Glass output on pages 284. - EnergyGauge®(Version: FLRCPB v4.5.2) �� . A tr► I��L , ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 87.4 The higher the score,the more efficient the home. Budnick, 370 12th Street, Atlantic Beach, FL, 1. New construction or vasting New _ 12. Cooling NN-stems 2. Single tamih-or multi-tamih Single tamih _ a. Central Unit Cap:54.0 kBtu hr 3. Number of units.it multi-famih- 1 _ SEER:13.04 _ 4. Number of Bedrooms 5 _ b. Central Unit Cap:3o.0 kBtu hr _ 5. Is this a worst case" No _ SEER:13.00 _ 6. Conditioned floor area(H=) 4200 IF _ c. Central Unit Cap: 12.0 kBtu hr 7. Coass tNW I and area:(Label regd.by 13-14 4.4.5 if not default) SEER:13.00 _ a. U-factor. Description Area 13. Heating.systems (ur Single or Double DEFAULT) 7a. (Dble Default)555.8 IF - a. Electric Heat Pump Split Cap:54.(►kBtu hr _ b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b. (Clear)555.8 fl' _ h. Electric Heat Pump Split Cap:30.0 kBtu hr _ 8. Floor t\pes HSPF:7.70 _ a. Slab-On-Grade Edge Insulation Rte►.(►,270.(pp►It _ c. Electric Heat Pump Split Cap: 12.0 kBtu hr b. Raised Wt"A,Post or Pier R=30.(►.301.(8= _ HSPF:7.70 c. N A _ 14. Hot water sA stems - 9. Wall t}pes a. Electric Resistance Cap:40.0 gallons a. Frame.Wood.Exterior R=19.0,969.o fi _ EF:0.97 _ b. Frame.Wood.Exterior R=19,0.2380.4 IF _ b. Electric Resistance Cap:80.0 gallons c. Frame.Wood.Exterior R=19.0,253.7 IF _ EF:0.97 _ d.N A _ c. Conservation credits _ e. N A _ (HR-Heat rcco\en-.Solar 10. Ceiling ti pes DHP-Dedicated heat pump) a. Under Attic R=30.0.1118.0 IF _ 15. HVAC credits PT, _ b.Under Attic R=30.0,301 i►W _ (CF-Ceiling tan.CV-Cross ventilati m. c. NA _ HF-Whole house fan.' 11. Ducts PT-Programmable Thermostat. Lt. Sup:Unc. Ret:Con. AH:Interior Sup.R=6.0,60.0 tl' _ MZ-C-Multizone cooling. b. 2 Others 73.0 It _ MZ-H-Muhizone heating) I certifi.that this home has complied with the Florida Energ}-Efficiencc Code For Building �(t1E STgT Construction through the above energy saving features which Ai be installed for exceeded) �o = Fo in this home before on.Othern ise nen-EPL ispiav Card will be completed based on install Call lit ahureS w Builder Sigtuttur . Date. lO^Z/ Address of Nen Home: J)0 /ZS%. Cih/FL Zip: L, �L L- . oon y�A�"�� 32 233 *.\'OTE: The home's estimated ever i-I rfirnnance.score is cneh•en•ailahle throiWit the FL4 RES computer pr(gram. This is not it Btrildh g Erer�•Rating. 1/' our score is 80 rrr greater(or Rh fi)r it US EPA DOE£nergu•.Sta rr designation), Your home rnau ynaliJ firr enertn•e:Jficiencv mortgage/EEM incentives if i-otr obtain a Florida Ener.gv(iattge Ratirr�,. Contact the Energis-(_urge Hotline at 321638-1492 or see the E erttirt•Gai{Qe ireb site at a tnr.fie c.rrcl'eder fin infirr•ruation and it list oJ'certified Raters. For infirrrrration churn Florida's Ener n-FIficiencl (lode For Building Cons/ruction, contact the Deperrtnrent of'(7ornnumit►-.1 Jfirirs at S50 18'-1•;24. I Predominant glas4 t\�lc.F(w achud gl vs t\ttt:tnd are:L;.nec Summer&Witurr CI R '' ,Rd �r,c 2S-4 . Ener*Gauge K t Version: t L A-4.?.2► FORM-60OA-2004R EnergyGauge®4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 370 12th Street,Atlantic Beach, FL, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq R.window area:.5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames.surrounding wall: foundation&wall sole or sill plate:joints between exterior wall panels at corners:utility penetrations:between wall panels&top/bottom plates:between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from_and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter.penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings:penetrations of ceiling plane of top floor:around shafts,chases, soffits,chimneys.cabinets sealed to continuous air barrier:gaps in gyp board&top plate: attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is _ installed that is sealed at theperimeter.at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations.sealed:or Type IC or non-IC rated,installed inside a sealed box with 1/Z'clearance&Y from insulation:or Type IC rated with<2.0 cfm from conditioned she,tested— Multi- o ested.__Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between Additional Infiftration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers:combustion space heaters comply with NFPA. have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS_ _ SECTION REQUIREMENTS _ CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked circuit breaker�ectric or cirtoff_(gas)must be provided_External or built-in_heat_tranrequired. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts.fittings.mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation.__ HVAC Controls 607.1 Separate re Jily accessible manual or automatic thermostat for each system.___ Insulation 604.1.602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeI DCA Form 6WA-2004R EnergyGaugek6,FIaRES'2004R FLRCPB v4.5.2 FORM•60OA-2004R EnergyGauge® 4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 370 12th Street, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2635.00 13175.0 40.0 0.97 5 0.33 2499.18 1.00 4165.3 80.0 0.97 5 0.67 2499.18 1.00 8330.6 As-Built Total: 12495.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 17739 17850 13175 48764 13238 15363 12496 41096 PASS y 'p4 THE s rATzz AO~+ r C0D w—t t� EnergyGauge'"DCA Form 60OA-2004R EnergyGaugeOD/FIaRES'2004R FLRCPB v4.5.2 FORM.60OA-2004R EnergyGauge®4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 370 12th Street, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 4200.0 20.17 15249.0 1.Double,Clear S 1.5 1.0 16.3 13.30 3.28 707.0 2.Double.Clear S 10.3 1.5 32.1 13.30 3.66 1561.0 3.Double.Clear S 10.0 1.5 36.0 13.30 3.66 1752.0 4.Double,Clear S 1.5 2.0 71.5 13.30 2.27 2154.0 5.Double,Clear S 1.5 2.0 15.0 13.30 2.27 451.0 6.Double.Clear W 1.5 2.0 20.0 . 20.73 1.13 470.0 7.Double,Clear W 1.5 2.0 8.0 20.73 1.13 188.0 8.Double.Clear N 1.5 3.5 11.3 24.58 1.01 278.0 9.Double,Clear N 1.5 1.0 11.3 24.58 1.02 282.0 10.Double.Clear N 1.5 5.0 22.5 24.58 1.00 555.0 11.Double.Clear N 1.5 1.0 12.0 24.58 1.02 301.0 12.Double.Clear N 1.5 7.5 55.0 24.58 1.00 1353.0 13.Double.Clear N 7.5 1.5 41.3 24.58 1.03 1041.0 14.Double,Clear N 6.4 1.5 19.5 24.58 1.03 492.0 15.Double.Clear N 6.4 1.0 8.3 24.58 1.03 208.0 16.Double.Clear N 6.4 1.5 16.3 24.58 1.03 410.0 17.Double.Clear W 1.5 2.0 18.8 20.73 1.13 441.0 18.Double.Clear W 1.5 2.0 16.3 20.73 1.13 382.0 19.Double.Clear E 4.0 1.0 12.3 18.79 1.51 346.0 20.Double.Clear E 1.5 1.0 22.0 18.79 1.39 574.0 21.Double.Clear E 1.5 2.0 16.3 18.79 1.21 369.0 22.Double.Clear E 1.5 2.0 11.3 18.79 1.21 256.0 23.Doubie.Clear S 8.0 1.0 63.0 13.30 3.66 3066.0 As-Built Total: 555.8 17637.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Frame.Wood,Exterior 19.0 969.0 2.20 2131.8 Exterior 3603.1 3.70 13331.5 2.Frame.Wood.Exterior 19.0 2380.4 2.20 5236.9 3.Frame,Wood.Exterior 19.0 253.7 2.20 558.1 Base Total: 3603.1 13331.5 As43uift Total: 3603.1 7926.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Insulated 21 0 8.40 176.4 Exterior 42.0 12.30 516.6 2.Extenor Insulated 21.0 8.40 176.4 Base Total: 42.0 516.6 As-Buift Total: 42.0 352.8 EnergyGauge(b DCA Form 60OA-2004R EnergyGauge&/Fla RES'2004R FLRCP8 v4.5.2 FORM,60OA-2004R EnergyGauge®4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 370 12th Street, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1419.0 2.05 2908.9 1.Under Attic 30.0 1118.0 2.05 X 1.00 2291.9 2.Under Attic 30.0 301.0 2.05 X 1.00 617.0 Base Total: 1419.0 2908.9 As-Built Total: 1419.0 2908.9 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 270.0(p) 8.9 2403.0 1.Slab-On-Grade Edge Insulation 0.0 270.0(p 18.80 5076.0 Raised 301.0 0.96 289.0 2. Raised Wood. Post or Pier 30.0 301.0 0.88 263.7 Base Total: 2692.0 As-Built Total: 571.0 5339.7 INFILTRATION Area X BWPM = Points Area X WPM = Points 4200.0 -0.59 -2478.0 4200.0 -0.59 -2478.0 Winter Base Points: 32220.0 Winter As-Built Points: 31687.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Electric Heat Pump 54000 btuh,EFF(7.7)Ducts:Unc(S),Con(R),Int(AH).R6.0 31687.2 0.563 (1.060 x 1.169 x 0.93) 0.443 0.950 8641.7 (sys 2:Electric Heat Pump 30000 btuh.EFF(7.7)Ducts:Unc(S).Con(R).Int(AH),R6.0 31687.2 0.313 (1.060 x 1.169 x 0.93) 0.443 0.950 4800.9 (sys 3: Electric Heat Pump 12000 btuh.EFF(7.7)Ducts:Unc(S),Con(R),Int(AH).R6.0 31687.2 0.125 (1.060 x 1.169 x 0.93) 0.443 0.950 1920.4 32220.0 0.5540 17849.9 31687.2 1.00 1.152 0.443 0.950 15363.0 EnergyGauge TM DCA Form 60OA-2004R EnergyGauge(P)iFlaRES'2004R FLRCPB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 370 12th Street, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 4200.0 18.59 14054.0 1.Double.Clear S 1.5 1.0 16.3 35.87 0.47 275.0 2.Double,Clear S 10.3 1.5 32.1 35.87 0.43 496.0 3.Double.Clear S 10.0 1.5 36.0 35.87 0.43 557.0 4.Double.Clear S 1.5 2.0 71.5 35.87 0.57 1449.0 5.Double.Clear S 1.5 2.0 15.0 35.87 0.57 304.0 ' 6.Double.Clear W 1.5 2.0 20.0 38.52 0.60 464.0 7.Double,Clear W 1.5 2.0 8.0 38.52 0.60 185.0 8.Double.Clear N 1.5 3.5 11.3 19.20 0.86 185.0 9.Double.Clear N 1.5 1.0 11.3 19.20 0.65 141.0 10.Double.Clear N 1.5 5.0 22.5 19.20 0.92 395.0 11.Double.Clear N 1.5 1.0 12.0 19.20 0.65 150.0 12.Double,Clear N 1.5 7.5 55.0 19.20 0.96 1015.0 13.Double.Clear N 7.5 1.5 41.3 19.20 0.59 469.0 14.Double.Clear N 6.4 1.5 19.5 19.20 0.59 222.0 15.Double.Clear N 6.4 1.0 8.3 19.20 0.59 93.0 16-Double.Clear N 6.4 1.5 16.3 19.20 0.59 185.0 17.Double.Clear W 1.5 2.0 18.8 38.52 0.60 435.0 18.Double,Clear W 1.5 2.0 16.3 38.52 0.60 377.0 19.Double.Clear E 4.0 1.0 12.3 42.06 0.36 183.0 20.Double,Clear E 1.5 1.0 22.0 42.06 0.43 400.0 21.Double.Clear E 1.5 2.0 16.3 42.06 0.59 405.0 22.Double.Clear E 1.5 2.0 11.3 42.06 0.59 280.0 23.Double,Clear S 8.0 1.0 63.0 35.87 0.43 975.0 As-Built Total: 555.8 9640.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Frame.Wood.Exterior 19.0 969.0 0.90 872.1 Exterior 3603.1 1.70 6125.3 2.Frame,Wood,Exterior 19.0 2380.4 0.90 2142.4 3,Frame.Wood.Exterior 19.0 253.7 0.90 228.3 Base Total: 3603.1 6125.3 As-Built Total: 3603.1 3242.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Insulated 21.0 4.10 86.1 Exterior 42.0 6.10 256.2 2.Exterior Insulated 21.0 4.10 86.1 Base Total: 42.0 256.2 As-Built Total: 42.0 172.2 EnergyGaugel)DCA Form 60OA-2004R EnergyGaugeV/FIaRES'2004R FLRCPB v4.5.2 FORM 60OA-2004R EnergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 370 12th Street, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1419.0 1.73 2454.9 1. Under Attic 30.0 1118.0 1.73 X 1.00 1934.1 2.Under Attic 30.0 301.0 1.73 X 1.00 520.7 Base Total: 1419.0 2454.9 As-Built Total: 1419.0 2454.9 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 270.0(p) -37.0 -9990.0 1. Slab-On-Grade Edge Insulation 0.0 270.0(p 41.20 11124.0 Raised 301.0 -3.99 -1201.0 2.Raised Wood.Post or Pier 30.0 301.0 0.77 230.6 Base Total: -11191.0 As-Built Total: 571.0 -10893.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 4200.0 10.21 42882.0 4200.0 10.21 42882.0 Summer Base Points: 54581.3 Summer As-Built Points: 47498.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 54000btuh,SEER/EFF(13.0)Ducts:Unc(S),Con(R),Int(AH).R6.0(INS) 47498 0.56 (1.08 x 1.147 x 0.91) 0.260 0.950 7446.1 (sys 2:Central Unit 30000btuh.SEERIEFF(13.0)Ducts:Unc(S),Con(R),In1(AH),R6.0(INS) 47498 0.31 (1.08 x 1.147 x 0.91) 0.260 0.950 4136.7 (sys 3:Central Unit 12000btuh.SEER/EFF(13.0)Ducts:Unc(S).Con(R),In1(AH).R6.0(INS) 47498 0.13 (1.08 x 1.147 x 0.91) 0.260 0.950 1654.7 54581.3 0.3250 17738.9 47498.4 1.00 1.128 0.260 0.950 13237.5 EnergyGaugeTM DCA Form 60OA-2004R EnergyGaugeCiFlaRES'20041R FLRCPB v4.5.2 BUILDING INPUT SUMMARY REPORT Title: Budnick Residence Family Type: Single Address Type: Street Address k- Owner: Budnick New/Existing: New Lot#: N/A W #of Units: 1 Bedrooms: 5 Subdivision: N/A 7 Builder Name: tblank) Conditioned Area: 4200 Platbook: N/A 0 Climate: North Total Stories: 2 Street: 370 12th Street It CL Permit Office: (blank) Worst Case: No County: Duval Jurisdiction#: (blank) Rotate Angle: (blank) City,St,Zip: ,atlantic Beach. FL. (n # Floor Type R-Val Area/Perimeter Units # Door Type Orientation Area Units 1 Slab-On-Grade Edge Insulation 0.0 270.0(p)it 1 - 1 Inst"ed Ext?rior 21.0 ftp 1 0 2 Raised Wood/Post or Pier 30.0 301.0fe 1 0 2 Insulated Exterior 21.0 W 1 0 0 U. # Ceiling Type R-Val Area Base Area Units 0 # System Type Efficiency Capacity 0 1 Under Attic 30.0 1118.0 R2 1118.011F 1 Z 1 Central Unit SEER:13.00 54.0 kSlu/hr 2 Under Attic 30.0 301.0 t12 301.0 R2 1 2 Central Unit SEER:13.00 30.0 kBtu/hr Z 0 tin 3 Central t SEER:13.00 12.0 k5lu/hr J_ 0 W U - -- Credit Multipliers: None Credit Muftipliens: PT # Wall Type Location R-Val Area Units # System Type Efficiency Capacity 1 Frame-Wood Exterior 19.0 969.01112 1 Z 1 Electric Heat PunptSPMl HSPF:7.70 54.0 kStdhr J 2 Frame-Wood Exterior 19.0 2380A R2 1 2 Electric Heat Pump/SPMl HSPF:7.70 30.0 kBtwW J 3 Frame-Wood Exterior 19.0 253.7 fF 1 Q 3 Electric Heat Pun*SPGI HSPF:7.70 12.0 kBhrlhr ? W Credit Multipliers: PT # SuoDly Return Air Handler Suooly Supply # Panes Tint Orta Area OH Length OH Hght Unit Lot3tiort Location Location R_-V31 Length 1 Double Clear S 16.3 ft2 1.5 it 1.0 ft 1 1 Uncond. Cond. Interior 6.0 60.0 ft 2 Double Clear S 16.0 R2 10.3 it 1.5 K 2 V 2 Uncond. Cond. interior 6.0 43.0 ft 3 Double Clear S 36.0 112 10.0 fl 1.5 ft 1 = 3 Uncond. Cond. Interior 6.0 30.0 ft 4 Double Clear S 35.8 ft' .5 fl 2.0 ft 2 0 - -- 5 Double Clear S 15.0 fl -- 2 1.5 fl 2.0 ft 1 Credit MuKipliers: None 6 Double Clear W 20.0 fl2 1.5 ft 2.0 ft 1 7 Double Clear W 8.0 fe 1.5 it 2.0 it 1 # System Type EF Cap. Conservation Type Con.EF 8 Double Clear N 11.3 ft' 1.5 it 3.5 ft t W 1 Electric Resistance 0.97 40.0 None 0.00 9 Double Clear N 11.3 W 1.5 fl 1.0 ft t 2 Electric Resistance 0.97 80.0 Now 0.00 10 Double Clear N 11.3 ft' 1.5 it 5.0 ft 2 Q 11 Double Clear N 12.0#2 1.5 K 1.0 ft 1 12 Double Clear N 13.8 ft' 1.5 R 7.5 ft 4 13 Double Clear N 13.8 fl2 7.5 it 1.5 ft 3 # Use Default? Annual Operating Cost Electric Rate 14 Double Clear N 9.8 112 6.4 it 1.5 it 2 - 15 Double Clear N 8.3 fl2 6.4 it 1.0 it 1 1 yes N!A WA 0 1 16 Double Clear N 16.3 to 6.4 K 1.5 ft 1 LL o 17 Double Clear W 6.3 112 1.5 ft 2.0 K 3 W Z 18 Double Cleat W 16.3 ft' 1.5 it 2.0 K 1 19 Double Clear E 12.3 112 4.0 it 1.0 ft 1 20 Double Clear E 22.0111.5 ft 1.0 It 1 21 Double Clear E 16.3 1112 1.5 it 2.0 it 1 22 Double Clear E 11.3 W 1.5 ft 2.0 it 1 23 Double Clear S 21.0 ft2 8.0 ft 1.0 ft 3 Rater Name: CodeOnlyPro Class# 3 Pool Size: 0 U Rater Certification#: CodeOnlyPro Duct Leakage Type: N/A Pump Size: 0.00 hp (n Area Under Fluorescent: 0.0 Visible Dud Disconnects: NIA Dryer Type: Electric Area Under Inr:andescent: 4200.0 Leak Free Dud System Proposed: No Stove Type: Electric NOTE:Not all Rating into shown HRV/ERV System Present?: No Avg Ceil Hqt: EnergyGauge<93(Version:FLRCPB v4.5.2) Residential System Sizing Calculation Summary Budnick Project Title: Code Only 370 12th Street Budnick Residence Professional Version Atlantic Beach, FL Climate: North 9/23/2008 Location for weather data: Jacksonville - Defaults: Latitude(30) Altitude(26 ft.) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 53 r. Winter design temperature 32 F Summer design temperature 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 18 F Total heating load calculation 60745 Btuh Total cooling load calculation 47587 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 158.0 96000 Sensible (SHR = 0.70) 181.4 67200 Heat PUnip + Auxiliary(O.OkW) 158.0 96000 Latent 273.1 28800 Total (Electric Heat Pump) 201.7 96000 WINTER CALCULATIONS Winter Heating Load for 4200 sqft) vex,%) Load component Load o,.us(e%) Window total 556 sqft 18376 Btuh Wall total 3603 sqft 10580 Btuh Door total 42 sqft 559 Btuh In01(,3%) Ceiling total 1419 sqft 1717 Btuh Floor total See detail report 12517 Btuh _ k Infiltration 189 cfm 7910 Btuh - (1Jng(39ti, Duct loss 4910 Btuh , Subtotal 56568 Btuh Flo .(21%)`� ., Ventilation 100 cfm 4177 Btuh TOTAL HEAT LOSS 60745 Btuh SUMMER CALCULATIONS Summer Cooling Load for 4200 sqft) Load component Load Window total 556 sqft 14633 Btuh Wall total 3603 sqft 5680 Btuh Door total 42 sqft 426 Btuh Ceiling total 1419 sqft 1943 Btuh Floor total 140 Btuh x(31%) Infiltration 101 cfm 2007 Btuh " Internal gain 5760 Btuh rr0"n(1 2%) Duct gain 4472 Btuh Sens. Ventilation 100 cfm 1978 Btuh Total sensible gain 37040 Btuh Latent gain(ducts) 1092 Btuh DucWl 2%) Latent gain(infiltration) 3653 Btuh Latent gain(ventilation) 3601 Btuh WaWl2%) hfl(1296) Ooort(,`Lj Latent gain(internal/occupants/other) 2200 Btuh Total latent gain 10546 Btuh TOTAL HEAT GAIN 47587 Btuh EnergyGaugeO System Sizing f Version 8 PREPARED BY: VV For Florida residences only DATE: EnergyGaugeO FLRCPB v4.5.2 y b b t j - pCD 0 CD CD o o ao P"- CD oc w a o d oo d o a C oo VIA b C o CDb o �^ O C oc w � R ITj O 1 _ 1 CPI CL y ?-� C7, C) C y jCl J--- CD ° (� 0 o O cr CD a CD cr CD CD � n Cr '� co o � CD ►C r- CD O C7, � a `D °CD CD CD C�7 fm CD a O C' CD �k ¢- R- O C C n � W N �-- p �o oo w oo CD co CD G PD UQ or oa CD oo 000 (D ° c� r s _ T �c 0 a c n C7 r o� r o� C c� er , C" 0 n -o oo O td y O p ci Lo p. CD i u Z � O C7, O Cj C � C C C. C S � S b r 6 M. rArA r. T I.� P1 rt O� C r rt r r 0 n CD 0 CD CD N' CD A Q- :� O ° CD CD O (t w o � �7 Z z C7 w o b : � Exp o t* `�° G CD `C cu CD Q x dam°. C ° � � CD m CL y °� ° CD o0 CD w O c o o Co �. yo rn O ° c D o CD; ° 1 ' 4 0 OCD — 1. �. G` cn CD N O CD A� n Z n ri O N C O .y � C CDCD CD o CD .� O vn ,En v) 'z b < C 0CL o i► c CDCD CD En O G G < y ¢ � °� � �: • CD moo - 0 CDCID C�. CD CA C o O� CDCD S O' pT) CD r s �, N S s CD 0 po ° CD 0 CD CD CD W o o �* , r '`' EnCD CD CD o .'� 4t CD CD ¢ Q- -0 a 0 CD or r- 0 0 o C" CD o O t n CD f7 O CD MAP SHOWING BOUNDAR4 & TREE SURVEY OF LOT 7, AND THAT 'INIANGULAR PART OF LOT 8, LYING EASTERLY or A LINE RUNNING SOUl'HERLY FROM TI If" NORTHWESTERLY CORNER OF' SAID LOT 7 TO A POINT IN THE SOUTI,IERLY LINE OF' SAID LOT 8. 5 FrrT WESI'ERLY I`ROM THE SOUTHWESTERLY CORNLP OF SAID LOT 7, IN SLOCK 2, 01- SELVA MARINA UNIT NO. 1, ACOORDINC TO THE rLAT THEREOF AS. RE(..'0Rf)r.F) IN PLAT BOOK 23, PACE 4, OF THE CURRENT PUBLIC RECORDS OF DUVAI, COUNIY, FLORIDA. CERTIFIED TO: CURTSTY li. BUDNICK, TODD S. BUDNICK, FIDELITY NATIONAL TITLE INSURANCE COM?ANY, GIBRALTAR TITLE SERVICES AND ci r H7 $ WA)19 .4,j Al 3. I 76005'5,),';'-)4" IT U.99, (m) CREPE _0 N lt" '�,qg,.,51 (. LINE M)_pl R. REFERF14c'- PE tvq ALM M' q tit M) C. AC 6.4, 4 ? PAID ara, Ln PAL -t1l rore Y 61?1 CX .,j)cN0E vielc*, CA A'*5 0-:3, J70 U-) \w/NO. CA�4 10 41 AL 12" C) 14, PAL 8 ti- PAI. 0 PAI.M 7 M kI.M(RL 012 12" _'jPALm_, -'ALM In- CEDAR � lo, 2A, ie P AL v. P I M i C..6ACO ct��qb.00- ftLPA U.S 0.2, o 25,00' !pi) 5.00) 9.6.03' M) 314" R.L.51 S 84'06'.T49" W 4144 1� 800419 00 I va,00, (R) LOT 32 LOI 30 LOT 28 AiLANTIC Ri';:ACH PLAT E300K 5, PAGE GD 9 -it 0.2% OkNHUAL C14ANCF FLOW P.LAIN /rLormi 20NE "X (-,HAI)0)` AREAS Uq: D.2X ANNUMc-ANCE FLOOD: ARFAti 01,'l%ANNUAL IlOOD TUNEAREAS DM miuM TO 13E OIMIOF: TI LL; AND AREAS PROTECTM MY LLVEEG mom ix jkN?4uAL Ct4AxC'F Fl.UW. R WITH I)RAINAOE AREAS V.5S MAN I !)OUARF W Out,14CF,Nmlm AVERAM ULPMIS OF LESS TITAN I POOT 0 4 F.*, Y 0 "E"�k A.�E03 07It :�.i,,.I IACE 4 91 4.1 1, HEARINGS AR. OASCD ON_ 2,STRUC rwE NO.370 �HOWN HEREON.LIFS WII)IIN FLOOD ZONL,..- X 1 -'D04.-j7-151039•. BEST DFIINMINCD FROM FLMA. F1.000 MAPS PANL.L NO. OAII ASSOCIATED SURVEYORS INC. 3.IH(S IS A SURFACE F.t,IRVI---Y ONLY. EXTENT OV UV4DERC'RQX)t4k) f00"t4G5, PIPIZS AND U111-11TES, IF ANY. NOT IX.'fCRMINED- LANO & ENGINEERING 5URVEY5KNSITIVI" ARCAS IF ANY, NOT 4.JURISDICTIONAL ANO/C)R ENVIkONMCNtAI I.Y 38461 DLANDIN(; BOULEVARD LOCAIII) BY THIS SURVEY, L.E(,AL DESCRIPHONS FURNr;1.40. THF PUBLIC JAGI<SONVILLE, FLORIDA712210 mjRVEY BASED ON RVCYOR FUR CASEWENTS. TITLE, 904-771--6468 RECORDS WERF NOT SEARCHLD BY THIS SU E2 FJ.R,L'% RESTRIC,71ONS, CLOSURFS, TAI(jNCq OR ORDINANCES. FTC, r TTE 0 CCRTIFIGATE- OF AlfillORIZ/V110N NO. L8 (10054138 THERE COULD HF. 011-IER MA RS OF RECORD fHAT AFFFCI* fl-IIS PARa.J... V C)1'414"SE STAILD ALI. RUN PIPE-5 FOUND HAW. NO IDENTIFICATION. HEREBY CERTIFY THIS SURVEY WAS DONE UN-DI'L'R MY �ONELRCL) DIRECT SUPERVISION ANT) MEET!; 17HE MiNiMLIM TECHNICAL 0 SLI' IRON PIPE OR RLBI�R P.C. POINT OF CURVE E F.LLUfRIC BOX ST FOR - "WIRVEYING PURSUANT 1*0 CI-IAPI'ER "AS-SOC-'3URVFY_ Oft L.FI.!54?j6 P.T. POINT OF IAl4(;EWy .13.- S ANDA I P.R.C. - POINT OF' I�EVFRSE (;Ur(VF 'E� IA F.;, 0 1--OtJND RdN PIN OR PIPE (IP) _ POINT OF c0mk)UND QUIK 'y IAPTER 472, F.', 'N I ((- 7 rLOr?Il)A A NIS RAI I'VE C 0 FOUND CONCRETE WONLIML .M.) P.C.C. vOMPUfCI) DATA R/W- RIGHT Olr WAY X CHL).S,.,, CUT OR DRILL HOLE (C) D.T. EIL)II.DING 'IIE CON17. = CONCRETE L-T, MY _,AI_ IL _'R F1 (R) - RECORD (M) - MEA'-,UriFD A\C -AIR CONDITIONLR EAVE TIE Y; T , I - UfILITY POLE HAT'HE 11-0 DA WMATE NO. 3771 R, -RADIUS ARC LENGTH WATER METER 01= (;I)Y ANCHOR I�j j OFFICIAL FtCr,0RD rjOOK 0.Z.O. 1-OF POOL EQUIPMENT — G ARLES L. STARLI FL.0*Rl0CF_-1T0FICATE NO. 45 OFFICIAL RECORD VOLUML Irl OVLIJ HE _05 CH = CHORD ON AD U OLITIF F1(0)RIC CERTIFICATE NO. 6132 0 NNFNI' R[FERV.NL:C Momumm TN - Ruw�TN RAYMOND J. S(CHA ER �5 P.R.M.-PERM RLI.TRICTiON t INE X'-'-X 'CHAIN FENCE �005 B.P.L. �OILOING �MER & PAD W—W WIRE �E:NCE -0-19N�OOD FENCV DATE E.T. PLE.CTRIC TRANsFuH R - COVENANTS & RESTRIcTIDN5 JOB NO. 542bb =JACKSONVILLE ELECTRIC AUTHORITY C L 1, -:` DRAFTEE`' J,E.A. SCALE: —1—AL-�_.— nn(-eim jI(l.j7NC.'r"r) qllRV�'Y()R ANf) IJAPPI-H. tj(-IT VAI in wll*14()11-1, -rwr Ir'KIATIIpP' ANTI 1'"P npl(',It\IAI SG-AI ni-. 4 Td WdTS:20 800E ST qaj 'ON YIJJ 14ONA CITY OF ATLANTIC BEACH O 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 n OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB US >t>�} BUILDING PERMIT APPLICATION DUVAL COUNTY r 2�ditLl1AT10IFOFYIIARy sti ...n,^: 3,.54 iJNDER R00 ;s = 1_JOB ADDRESS t_�„`:z 4'i - ..._:�.._t,.�.....> . ,; E k ,•. F�a F�`t� � Z %ee-+ Atlantic Beach FL 32233 coQ�t. V n Q V 5 R.'.°.� 4 LEGALDESCRIPTI(3I 'z a,.$n.,: 5 a ,ra F .,�?E" x� :axv S CL PSS,a WDR1G'�` w * QF;STRUCiJRE EW BUILDING ❑DEMOLITION '�ERESIDENTIAL LOT l BLOCK SUB DIVISION ❑ADDITION [I CONVERTING USE ❑COMMERCIAL ❑ALTERATION ❑ACCESSORY BLDG. B FIRE SPRINKLEFf� X79DESCRIPTION OF]1VDRK � ?x'4_- t � � »” `"�' 4 ❑REPAIR ❑POOL/SPA ❑YES N/A ff i A �1Cw r S r �C/�CC ❑MOVE [3 OTHER ❑NO lid a�CvC C.H1Tf.Cv'EGINEER � uL3NTRAGTO _ - : p w 15.COMPANY NAME: (( 23.COMPANY�Ne– ' r�. 2� 9.NAM #.,. _,T_ 2VG10 A" V G r ( 16.NAME: 24.LICENSEE NAME: NO.: ,O. 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENS ADDRESS' 6c- — :0 Z3 U y�30 j / zs.ADDREss: %I-Lo 5� 'f�.�. 18.ADDRES v�a� F�� 3Z7,;75 $:_1� r}N�j /�i`')11Utsl l.� 3•A Ft 3222 SAA �trn� � 'ZLSa 11. CE P�ONE UU11 � 12.FAX NO.: 19.OFFICE PHONE: 20�AXNU.. OFFICE 27.OFFt f PHONE: 28.FAX NO.: 21.CELL PHONE ((�/Z'2771 29.CELL�PHONE: 13.CELLPHONE: 5-710 p( 30 14 EMAIL ADDRESS: 22 EMAIL ADDRESS EMAIL ADDRESS A O f'�/� I fL/•l�i 'r a {aAEND }��rcxhMOR GuELERY� „FEE SIIN TTLENOLDER :� r< BONDINGCDMANY � � � ... F. v Z. _ �'i:.. IF07}762THANDWNER), 3 33.NAME: 1,NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating Construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. r WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT ' sOgURN OWNER or AGEN�� x t k�zz.�a"�.k.<'s.Yv`-;r`}}��`�� x�.s,,,,.:�4..'r.-i... nlyj- �,• �.,,•��n;+,z gen::PowernfAttomeyoti4gerlcy�etterRequtfetl.)';k.....<.s :,w.._. r . p Signe : Date: q /0 oe Sig d: Date: ` l� . Before me this ay of 20 'n the county of Before me this day of 200 the county of Duval,State of Florida,has personal) appeared Duval,State of Florida,has personally peared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. i� ( true and accurate. i( of Notary Public at Large,State of :County of County Notary Public at Large,State of 1 ` personally Known O'Personally Known 19� , � ❑Produced Identification- , ❑Produced Identification- 4ytC '.R Notary Signature: Notary Signature: y COAB FORM BLDG01:REVISED:11/6/2007 MAP SHOWING BOUNDARY & TR'EE SURVEY OF LUT 7, AND THAT TRIANGULAR PART OF LOT 8, LYING EASTERI.Y OF A LINE RUNNING SOU IHERLY FROM THE NOR•1HWESIERLY CORNIER OF SAID LUT 7 TO A POINT IN THE SOUTIdERLY LINE OF SAID LOT 8, 5 FFFT WES IERLY FROM THE SOUTHWFiTERLY CORNER OF SAID LOT 7, IN BLOCK 2, OF SELVA MARINA UNIT NOI 1, A( CORDING TO THE PLAT THEREOF AS htkC'ORD17r) IN PLAT BOOK 23, PACE 4, OF THE CURRENT PUBLIC RECORDS OF DOVAI. COUN I Y, FLORIDA. CERTIFIED TO: CHRTSTY H. BUDNICK, TODD S. BUDNICK, F'fDELITY NATIONAL. TITLE INSURANCE: 00r1P/1NY, GIBRALTAR TITLE SERVICES AND c> 1I WAY) 1 �` fZlc%l1 -Y1/- - i To.89, (tN) 3" .3/4" N 7 y V!; F }I u-99 (M) CR PE ,s N 'l '^ 75(i EN(G UNE M YR TLE` L R BkARW(; REFER =- -^ - _ i 3' 'S 'CREPE to ®0 .Pl MYRTLE�� _13•�-fir—- 'PALM MYR1l.t •C< 'Lq-t o- .1Y PALM Id a- 21 \e-- a s, 1-X, - 26.4' a: 7-5,ci PAD PAL rn 9171LK c, 'A- Z, A-1 < v I g' EA1�� STEN X W N0. .370 17.:5' 1 Q 10" 41' -- CLI _ FAL 12" r: c� __ PAL 14,7 .,_'�"�- 0 fl? H" PALM Q? c+ PAI.M ® o> ••� tfi 'm 1 4s• 1 U"® � 8 � � tr +.' �T •.PALM 5(AI.M c I..O( 7 BLOCK 2 012 12" PALM 3- 18" Rt-�M CED® " G'UNG,-- .•,? PAL 24 ,PALM -� PALM 0 1D" PALM 1t' Q�_ 0 ✓k PAL 8" 11' d9 ID D.S v �_'SACO 90.00' (R)PAI.M 12" 0,2' ALM PALM SU VI^ NU YL PALM® 0_').' -- 25.OtY {H)' 0.2' 0.3' 5.00' (11) 70.03' (M) 3/4'" 1/`" I.P. TO II.P. r�2" 4144 S 84'06',T5" W 95.ON' (M) .95,oo' (R) LOT 32 , LOI 30 I LOT 26 A ILANTIC BLEACH PLAT sOOK 5. PAGE 6'J :C.On$�/V��-ivn IP✓L+n6 J I� - n - LC' S#^VC4%o V1 �n��in.G P _ 1'o �c, l- FLOOD 7uNt:"X" - aNEAS DTXI INF'.0 TO GE ommaE TM5 0.2R ANNUAL CHANCE FL.POU NLAM ?rLam 20NC "X (SHAUEU)" = AREAS I,' U. ANNUAI 'HANCf FLOOD: AREAS Or TX,ANNUAL FLOOD; 3NIL A"AH ULI''TIIS OF Lk^-a^a TITAN 1 Ff)W'f OR WITH MAINAUE Ar&AS LF.SS IRAN 1 WUARF)ALL; AND ARFAS P oTECTFD RY Lorics FRS in ANNUAL CHANCE F-ODU. CUANC cwx 5�d Y 0 1, HEARINGS ARF. DASED ON-_. .., A BO K z.3: PAGE 4 _-.....:� J s 2,STRUCTURE NO.._370 SHOWN FILREON.LIES VIIIom I'LWD A5 r� OEST OFIF.HMINCD FRom F.E.M,A, FLOOD MAPS PANL:L. NO-1 DAII:UU4-17-7999, SSOCIATED SURVEYORS INC. 3 �, WAND U'IILTES. IF ANY, NOT I k7EXTENT iCRMNED.UN UNDERGROUND FOOTINGS, LAND & ENGINEERING SURVEYS' q JIJRISDIC D L)*I AN(J UR ENVIHONMENTAI I.Y SENSI•aw AREAS IF ANY, NOT Iw j r< 3846 G3 ILLE, Fi FRIDA 7j2?1 LOIS !U DY THIS SURVEY. / JACKSONVILLE, FLU}71DA ,',2?1 O 5,'PHIS SURVEY BASED ON LE(+AL DEHIS S I IONS RU FOR THF NUIdLI , 904-771.-6466 RECORDS WERE NOT SEARCFICD BY THIS SURVEYOR FOR CASF_MEN M TITLE, COVENANIS, D.R,L-'S RESTRICTIONS, CLOSURFS, TAi(1NG5 DR ORDNIS PA ETC, " THERE COULD I.*. OTHER MATTERS OF RECORD THAT AFFECT TMS PARCt.I.: CCRTIFI(:ATL OF Atl it IORIZAlIC1N N0. LN 0005488 O S g y g UNLESS 01}IFI2WISE ST'AIED AEI. IRON FIPF..S IUUND HAVE. NO 1DEN'IiF1CAT10N. i HEREBY CERTIFY THIS SURVEY WAS DUNE UNL7I_K MY �g1�liMID/l��tl�tE4lISTEOINIsA DIRECT SUFr.RVISION AND MEETS THE MINIMUM 'rECHNi(;AE_ �, SEI MON PIPE OR RL[iAR P.T.> = PUNT FFIANOEWYEBNE �FLEEC BOX' STA `.; FOR LAN iURV[PING PURSUANT 1'0 CHAP I'ER "AStiOC.SURVEY" OR L.R.5466 F,R.C. - POINT OF' RLtiFRSE CURVF g1C17 . tLORII)A A NLS A1IVE C E, IAPI'ER 41'l., F.S. FoiN{DNOCONCRETEjijoN (I�ONUMENN OR PL((:.U� P•C,C• POINT OF COMPOUND CU(NF C CoMPU(LD DATA R/W= RICHT Of WAY X = CROS$ CUT OR DRILL HOLE CONE, = CONG'R-TE D•T,- DLIII DING 'IIE (k) s RECORD {M) - MEASURED A C -AIR CONDITIONER (E:I,) = EWE TIE FI_U DA TiFiGATE NO. 3771 R. =RADIUS L. � ARC LENGTH to WATFR METER �= UIILITY POLE ( FK S E3• FIAT 'FIE r t O.tt.D. OF RECORD n00K P.0 BOOL EQUIPMENT - pL)Y ANCHOR C ,ARI.E:S L. STARLI FLORID CLR'I IFIC;ATE N0. 4JYJ 0 R V, -OFFICIAL RIF VpLUML RAYMOND J. SGHA ER 1=1()RIC CERTIFIOATE NO. Cil 32 PRM-=PERMANFN{ REfENCC MONUMENT -O.0 =OVLIi HFJ�O UIiLITIES CH = CHORD TwEFN ICTIO JOB N0. 54L£i5 DATE 02- 1 1-2008 E,T. e IV IR. ERNdcLPAU W--W WIRE FENCf EN tl�0-NIoODE FENCE SCALE: 1'__30' - DRAFTER'_.�:1•m . - -- J.E.A. aJACKSONVILLE ELECTRIC ALJFHOf((LY G dt R = COVENANTS & RESTRICTIONS nIIiT VAIIft WI'IHr11fT THF �:I(;NATIIIF ANiI t'NG nRi(;INAI 17AI�:Ff1 �fAt (lf A FIC1171f1A II('( N':FFI CIIRVt•'Y(1R AN1) AdAPF'(-R . Td WdTS:20 (3002 ST qa-4 : 'ON XUJ WO?Jd i 3 y os "dop i, f3.r,Pvviads= 66G ihlkrv�)o 3 0s y yys d° z3 - ---- Pcrv,'JYJ d y0 , 3g r 572, n --ILI, ytis x 7. 3 ItZ - r��,,r� T. vorvMe- SciZ1 — yZ 5-'c/ = / S6-7 F4- ? ,I 10/27/2008 13:01 9042475843 ATLCBEACH CITY WORKS ■A PAGE 01/02 ,�• City of Atlantic Beach �• RE'Pl-1 iT OBuildiassr �jB.�u�d>rig� •nµ. Building C epartment 800 Seminole,Road '^ N j Atlantic Beac i Florida 32233-5445 ✓ ,, _ s ' Phone(904) 247-5826 Fax(9o4)247-5845 r a - ' E-mail: build ing-dept@coab.us .:�} Cityweb-site http:fwww.coab.us APPLICATION REVIEW AND TRACKING FORM 177 ent review re ulred Yes No Property Address: Building Zoning Applicant: � � �'` rks y ^ ibes., - etyces Review or Receipt Date Other Agen oy Review or Permit Required of Permit verged B Florida Dept. �f Environmental Protection Florida Dept. of Transportation St Johns Riv it Water Management District AEDMSIDn Cors r f Engineers dels and Restaurants mholic Beverages and Tobacco APPLICATION STATUS 7Denied. Reviewing Department first Review: proved. D (Circle one.) i:omments: BUILDING PLANNING &ZONING ky )- � o� Reviewed by: M— Date PUBLIC WORKS PUBLIC UTILITIES Second Review: []Approved as revised. [(Denied. ))-�•� PUBLIC SAFETY CV��••rn-�, .uJ�-E . s C r -s �,, ,}- FIRE SERVICE � / Reviewed by: Date: / 0 3/IV Third Review: Approved as revised. ❑Denied_ _o Comments: 1 ¢� .�v"ti`vQ Cr�ChY►�e►`'l ^' 7 �¢� C-6 /A r1aC C),c/`— Date:�� ? Reviewed b . 10/27/2008 13:01 9042475843 ATLCBEACH CITY WORKS PAGE 02/02 Public Works Plan Review Comments Date: 10/27/011 Initials: Project Name/,Wdress: New Residents/370 12* Street Application Permit#: 08-1449 Check Boa Application')Cracking C06 meats CoAdd mment Provide impery.ous surface calculations. Provide erosion and sediment control plans with installation details and maintenance ❑ schedule. D Provide drainaE a plans showing site topography(flow arrows,etc.) Provide constn ction site management plan,including Right-of-Way Permit if using ❑ rit-of-wa fo-construction parking. Provide a pre-c instruction topographic survey prepared by a Florida Licensed Professional Lend Surveyor, showing F contours. Section.24-660 o) of the Land Development Regulations requires on-site storage for b increased runoff.. Provide details of on-site retention required per Section 24-66(b). Public Works calculations—2020 CF required. If on-site stanq a is required,a post construction topographic survey documenting ,' � proper construction wil f be re aired. (o rj k'V e A Right-of-Wa y Permit must be obtained for use D A Revocable E icroachment Permit must be obtained. Pool—Wellpoi at(if used)must discharge into vegetated area 10' minimum from D street or drain ire feature Swale, structure or lagoon). All driveway a)ions must be concrete, 5 inches thick,4000 psi,with fibere no from � G� the edge of the pavement to the property line. Reinforcing rods or mesh are not allowed in the:JOW Commercial driveways—6"thick). Any utility cut::in the road must be repaired using COJ Standard Detail Case X and must be overly d 10 feet in each direction from the center of the cut. Repair must be D shownon Pe j tams. rv�t� �dl„�� P -Roll off container company must be on City approved list and cannot be placed �L on City right-o[-way. Appears treats ent Swale will be in middle of the driveway. _ S••-.,� 1� I S/I.�� Ori' v�-�• 0 rrQljj-- City of Atlantic Beach 2outed. ON NUMBER Building Department (To be BuildinglD/'e�partment.) ~rye `� 800 Seminole Road l (�(,�� Atlantic Beach, Florida 32233 5445 i ` 1 Phone (904) 247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Dat (� City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Department review required Yes No Property Address: Building _ 1 Planning &Zoning Applicant: 4- c��a n e I 11/ e��p Public Works Public Utilities -- Project: .'Qin A1i1` C ¢ Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Dateof Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNI &Z NTNG p, Reviewed b Date:/ o --2`7� PU LI WO KS PU LI I TI S Second Review: ❑Approved as revised. ❑Denied. Comments: P IC SAFETY FIRE SERVICES .,F MAKzoo Reviewed by: Date: Third Review: ❑Approved as revised. —]Denied. Comments: Reviewed by: Date: City of Atlantic Beach -Water Impact Fee Worksheet Address: Permit App. No. Date: 370 12th St. 08-1449 10/29/2008 No. Total Fixture Fixture Type Value as Load Fixtures Units Automatic Clothes Washer,Commercial 3 0 Automatic Clothes Washer, Residential 2 0 Bathroom Group-consisting of water closet, lavratory, bidet,and bathtub or shower 6 0 Bathtub(with or without overhead shower or whirlpool attachments) 2 1 2 Bidet 2 0 Combination Sink&Tray 2 0 Dental Lavratory 1 0 Dishwashing machine, domestic 2 0 Drinking fountain/Icemaker 0.5 0 Floor Drains 2 0 Hose Bib 1 1 1 Kitchen Sink,domestic 2 1 2 Kitchen Sink,domestic with food waste grinder and/or dishwasher 2 0 Laundry Tray 1 or 2 compartment) 2 0 Lavratory 1 6 6 Shower Compartment, Domestic 2 3 6 Sink 2 0 Urinal 4 0 Urinal, 1 gallon per flush or less 2 0 Wash Sink(circular or multiple), each set of faucets 2 0 Water Closet,flushometer tank, public or private 4 0 Water Closet, Private Installation 4 5 20 Water Closet, Public Installation 6 0 Total Number of Units 37 Multi lied by$20/Unit $740.00 Total impact Fee $740.00 CITY OF ATLANTIC BEACH 08-F 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 n OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COABUS DUVAL COUNTY fill BUILDING PERMIT APPLICATION �. .� � ...M, �y-� ....- � ,.�.a yt 2�VPLUA770N;OFY�!.ORG�-''�..? :s..^.; '1�� 3.:"•�.�F7`FINDER ROOF''°-.s. '"�^:;x;''.�"��.Si^.�,'��'F: �"�1 JOB ADDRESS.,,,;-s.'��'�'s.F.,a�..' ....._:��'; •�.."��rc'?�.,>�+�C"+a1�.. i...�, r'{�` - - . _,.. 0 0 %ee Atlantic Beach FL 32233 v� Q�v Rr v rc ry 5-.CLPSS,O WORK�`'�s ..3 675E QFSTRUCTIJRE Y�9 .'tic�-",MEGAL'•.t)ESGRIPTIOI .,tESIDENTIAL EW BUILDING ❑DEMOLITION LOT�BLOCK SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL x sc� Tai�{s .iti: ❑ALTERATION ❑ACCESSORY BLDG. $"FIRE SPRINkLERa ke , VDESCRIPTION OF]NORO :e s�##J ,. ,' a�c� a . ❑REPAIR ❑POOL/SPA ❑YES [NIA ❑ C OTHER ❑,ai,ek-1 A 11 C w �r �eAC C El No � � R y ' . 412CHITECfi3:ENGINEER CONTRACTOR :' . r �^ � R01?ERTY :VVNERo2W_<.; 15.COMPANY NAME: 23.COMPANYr r (S•4 Q+- 9.NAM lv oe�o NAM 16.NAME: /► � 24.LICENSEE NAME: rot b.4 � ,•.-I Vl t OF F 17.STATE OF FLORIDA LICENSE NO.: 25.S LO01 RIDA LICENS NO.:,f 10 0 10.ADDRESS: '7'/`�3 2— / V `'�V �J U 1 ►gt�, I 1 1 3ZZ3� 18.ADDRESS,9: P� C/f 1 .I l.� 26.ADDRESS: y ZO sack Y� r�/C(T /� r,k Lac�- 1 L.�} bw 2 �w moo,,, 6t6�. Fl zLS0 S� Ft 3 2 4 1� I EPti� Q� 12.FAX NO.: 19.OFFIC PHONE: 20�AXZN0-:�9 �S 27.OFFt1{IPFIII 7 " 28.FAX NO.: �1(�f_!/ 21.CELL PHONE, '�a JJ 29.CELL�P{1HONE: 13.CELL PHONE: 5-710 I G 22.EMAIL ADDRESS: 30 EMAIL ADDRESS 14 EMAIL ADDRESS. (� Mg MORTGAGEE-ENDER,tee c FFESim TIFLEHOLOER s �< nE s BDNDING�CDMPANY I:�I" r r ' � .., ... IFOTHER T}{ANOWNER) ,. .:.'.'' .->,sra"...r�..Yr�' .'+:.?... ..._..<�...� 35.NAME. 31.NAME: 33.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating constriction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing in is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDINGVYOUR NOTICE 0 COo MENCEMENT ;7r^ or OWNER AGENTflr�e "a•r 21 a of endy'IretEerRequlrefl),,•„•P,..: ''�'... :..... m.Y. A9 Date: /,0 D 09 Sig d: Date: If` /do ” Signe 1200 the county of Before me this ay of 20 n the county of Before me this day of , Duval,State of Florida,has personal/ appeared Duval,State of Floridahas personally peared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. of , of Notary Public at Large,State of Coun tY Notary Public at Large,State of [ `� County Personally Known personally Known - t E3 Produced Identification ❑Produced Identification- Q� b Notary Signature: ' Notary Signature y y' ee COAB FORM BLDG01:REVISED:11/6/2007 MAP SHOWING BOUNDARY & TREE SURVEY OF LOT 7, AND THAT ]RIANGULAR PART OF i.-o-r 8. LYING EASTERLY OF A LINE RUNNING SOUI'HERLY FROM THE NORTHWESI-EPLY CORNIER OF SAID 1-01' 7 TO A POINT IN THE SiOUTI.-IERLY LINE OF' SAID LOT 8. 5 FrrT VILSFERLY FROM THE SOUTHWESTERLY CORNER OF SAID LOT 7, IN 8LOCK 2, OF $ELVA MARINA UNIT NO, 1, M."OORDINQ TO THE PLAT THEREOF AS W-(..'0RF)Fr) IN PLAT 1300K 2.3, PAGE 4, or, THk' CURRENT PUBLIC RECORDS OF DUVAI. COUNIY. FLORIDA, CERTIFIED TO: CHRTSTY H. BUDNICK, TODD S. 8UUNICK, rIDFJITY NATIONAL TITLE INSURANCY 00t4PANY, GIBRALTAR TITLE SERVICES AND (ri 0 gV17 Wa 07) I 10,88 110.9`9, 3. 714 IT NRmi"" INE CRE P m YR TLE . ev. REF�R I PE Fpr iTLE,- '4 Q ALM A C C. AIC 13-. �, kc� 7-5. PAO PAL 0. [�)C Re5lNCE ymrK \w F,4 VE wl 0. 10 Y70 0 10 AL 12" 14 N\ C5 PAL - LI m y 'r, Rt- PAI. 0 Lo rb PALM lot, c. [1AI.M ) P 7 P 2 -,QPr'O 12" 1a' JPALM 'ALM CEDAR io' P AL 2- AI.M GD 1 PALM A SAGO X0.001 ij)PALM 12"' 0.2, I'Al U --x '10 25,00' (N)' 0,2' 0,.3 5.00, (R) 7-911.031 (m) 314 4144 84*06'.Y5" W 95.0X' (m), 1 jp y 15, 8�?041? 00 va 00 (R) LOT 32 I LOI 30 I LOT 28 AILANTIC 131:"ACH PLAT BOOK 5, PAGE 69 o wVj) TO 13C OtJTIilo;' THE 0.27.ANNUAL CHANCE Ftpoo P.LAIN /FLnrA) 20NE "X(SHADW)" AREAS Qf: 0.216 ANNUAL 4.34ANCE FLOOD: AW�A:j OrIX ANNUAL I.-LOOD-1.11Nk'X' ARFAS DIM M mom ix ANNUAL CIONCT n-EXk. O"ANCE VAIN A\,Cr?A(,-F UkP-nlS OF LESS TITAN I FOO-f OR VATil I)RAINAOE AREAS LESS IRAN I I)MARF VALL; AND AREAS PROTECTrD BY LLVEES 00- 1, 4FARiNGS Aft 0ASIED ON— K &LIC 4 2,S`[Ruc,run No...-370 SHOWN HEREON.LIFS Will IIN FLOOD ZONE:,..- X AS BEST OFIHiMINCD FROM FINA, FLOOD MAPS PANI-1 NO. I 0AII-b04-.--17-1q-1j9. -Y ASSOCIATED SURVEYORS INC. 3.1HIS ISA S.URFACE FA.lRVI- ONLY. '1'14E EXTFNI 01- UNDERGROUNO FOOTINGS, LAND & ENGINLERING SURVEYS' IIIPCS AND UTILITIES, IF ANY, NOT %,-.'I-CRMINED- iv j 4.JURISDICTIONAL AND/OR ENvIkONMr-NTAI I Y SCNSI'nW.' ARCAS IF ANY, NOT 3846, DLANDIN(; BOULEVARO LOCA'110 BY THIS SURVEY, T14F PUBLIC JACKSONVILLE, F1,C)RIDA ?j2?10 5,THIS !-',IJRVEY BASED ON L,.F[,AL DCSCRIl1IIONS FURNI'AiED, 904-771.-6468 RECORDS WERF NOT SEARcHLD BY THIS SURVEYOR VOR CASEMENTS, TITLE, r COVENANIS. D.R,L.'S RESTRICTIONS, CLOSURFS, 'J'AJ(INGI; OR ORDINANCES. ETC. 0 ) CERTIFICATE OF AL)THORIZA11ON NO. L9 00054813 THERE COULD HF. OTHER MATTERS OF RECORD THAT Arf-F-Cr I'HIS PARCEL, R 's V 0- 6.UNLESS OT4 HWISE STAIED ALI IRON PIPES 1,OUND HAW. NO IDEN'l 1FICATION. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDFF? MY DIRECT StiplE.RVISION AND MEETS WE MINIMUM TLCHNICAl- P.C. POINT OF CURVE COVU = COVERCD L, VO(NT OF IAMENCY E.B.-FLILC1,141c BOX Stj IRON PIPE OR RLIBAR .c F "URVEYING PURSUANT 1*0 CHAPTER "A'-;S005UjVFY" OR L-8.5486 P.T. I,OINT OF (�EVERSE CURVF 7AFi ON PIN OR PIPF- Ir 67A D 41'l., F -0 N R PRC V I OR LAN91 Ttj 0 ;UINE 10 At NIS RAI IVE CrE,fAlY ERr,.0.�', F10114T OF cOMPO1JND (, I` RIDAIN FOUND GONGRETC IJONUMENI (C.M. (-OMPU(LD DATA IZ/W RIGHT 017 WAY X = CROS$ CUT OR DRILL HOLEIE [2,. .3 (R) = RECORD (M) - MEA` CONE, = CONCRETE D.T.14 BY: A\C ®AIR CONDITIONER (E-1 EAVE TIE HAT 'HIE F110 DA TIF-I(;okrE NO. 3771 R. -RADIUS L. � ARC 1.1,NOTI-I METER o,- U11LITY POLE w -WATFR ME RID GER11FICATE NO. 45'/9 OFFICIAL RCCORD 1300K FOOL EQUIPMENT — ()[)Y ANCHOR ARLES L. '.cj7TARLI FLORID OFFICIAL nFcomi) VOLUMIL ER F)URIC CERTIFICATE NO, 61,32 'ILMLNT -O�U. oWR HFAD UTILITIES GI-I - CHORD RAYMOND J. S(.',HA —P.R.M.-l`rERMhNFNi' REFEWAUC MONU CHAIN LINK F1 ftETWI�Elsl )ILL)ING RESTRICTION I"NE X'---X- :NCC I w—W WIRF FENCE -0— WOOD FENCV 02-11-ZU E.T. - C & R RESTR 54285 DATE. kt.CTRIC TR CTIONS JOB NO, VL ANSFORMER & PAO SCALE DRAFTER U-N& YE.A. -JAWOWILLE ELECTRIC AUTHORITY nPl('.1NIAI 1,.?Aics"n n1= A 171 [MMA Nc'-Pr) CI IRVFYOR ANI) UAPPI:R. t.j('jT VAI in WI I pr)l 11' TPP �.'I(�KIATI IRE ANn Td WcITS:20 8002 ST -qaA 'ON XHJ 14ONA MAP SHOWING BOUNDARY do TREE SURVEY OF LUT 7, AND THAT 1R1ANUULAR PART OF LOT 8, LYING EASTERI.Y OF A UNE RUNNING SOU !•HERLY FROM TI Ir NORTHWESIERLY CORNTR OF SAIL) LUT 7 TO A POINT IN THE S-OUTF•IERLY UNE OF SAID LOT 8, 5 rr.rT WLSTERLY FROM THE SOUTHW17STERLY CORNER OF SAID LOT 7, IN FIL.00K 2, OF SELVA MARINA UNIT NO. 1, AC:{'ORDINC TO THE PLAT THEREOF AS kE(..'0RF)F.I•) IN PLAT BOOK 23, PAGE 4, OF THE CURRENT PUBLIC RECORDS OF DUVAI. COUN1Y, FLORIDA. CERTIFIED TO: CHRTSTY H. BUDNICK, TODD S. BUDNICK, FT.DHLITY NATIONAL TITLE INSURANCE CO PANY, GIBRALTAR TITLE SERVICES AND c� 11 SFr) i0.8H F 110.99, (M)M) CREPE ,_Q J/4" n 7�(1 R. „51' NCf,' UNE MYRTLE` _. gk7,90 ; REfLRE - -^ _777 i 3` CREPE ®ClxrPl' r • MYRTLE. 1�M) �PAI.M MYt4'II.E • ivl a1 rte - Ltt & I9<. 13'R L, 1 L'0✓D C. c4 0 ti A/C g" 26.4' 7-5. PAD -C PA �s gNfLK �l iv t1t CV � f1/II(.Yf _ X- O.i' ° a " q.tJ' to r Sff!' ?' y �. n W/NO 37O 17.:x' a j tM " ,PAL 41 ',_� _ CLI 12" - U 14rr r .7 . __ - _ PA 1++ 15 c H. PALM O N�, PAL M *_ at PALM® ',j AI.M rn o 13 cn ,n Ix 1..0.I 7 6 jPALM i 1 a►—PALM PAL CEDAR " 8 ,• .•? G(1NC 10 ' 24,,. PALM v. PAIN 0 10" PALM LI 8 I • PAL r 'AGO y0.00' (ta)PAI M� 12" o.s' SU IVI^ N 0,2' ALM" U Y PALMO U•').' 0x -- - 25.On' (Ft) 0.2' 0.3' 5.00' A) '1.5.03' (M) 3/4" //,x" 1.15. TU ii-P. 7/2" R.L''' S 84'06735' w 95.0x' (M) 4144 J 8'T?04.t.0lot) Or V5,00 (R/ LOT 32 I LOI 30 I LOT 28 A ILANTIC T3EACH PI..AT E300K 5, NAGE E9 1 —(.D/LS'�Irll�'IOrL iP✓Cr/1ij _ n GC^SItV�.�rO/1 EA��AIttG FLOO O M] 20NC "X (SKAI11i1)1" - AREAS UF' U.2X ANNUM LmANCE FLOOD: AREA% Of 1%ANNUAL OAAN T17ME X" - AREAS 7115 OF TO AN I 0'( R 0.276 ANNUAL CHANCE .5%T)AN IN/ A R CNANCF 4NLH AYERA�' UtFli15�urS3 i11AN 7 Fn0'r OR N7117 1)F,AMAUE AREAS LF55 THAN 1 :iQUARF WtE; AND ARFAs N 01EC17A RYyyLLvECr{,Intra t7G ANNUAL C1tANl:F Fl.<Kw. Vl�YOIG p�01l +�f y (7AREAT DO l.f, F'AOE 4 t. HEATt1NGS .AS 7 ON H .. 2.$TRl)CTURE NO..._370 SHOWN HLIitON,UF.S WIIFIIN FLrJOO 7.ONE,_. X ..A5 ASSOCIATED SURVEYORS INC, REST I)fIkHMINCDFURF FROM F.L,M,A, Fl Y. " MAPS TENT NO 1 OAlGROU D FOOTINGS,, ;i.1H(S IS A SURFACE S1,11tVEY ONLY. 11-IE EXTENT OF UNDERGROUND FOOTINGS, q PINkS AND U'IILlrES, IF ANY, NOT Dk.'rCRM1NED• (ANO dt ENGINEERING SURVEYS q JURI5DICTIONAL ANU OR ENVIkONMENTAII.Y SCNSC4t11F: ARE AS IF ANY, NOT i.w r � 384ti DLANDIN(; BOULEVARD LUC:AII:U 13Y THIS SURVEY. JACKSONVILLE, FLORIDA 7j2?1 O 5•'FHIS SURVEY BASED ON LEC;AL DESCRIP LIONS FURNI it IED. THF PUBLIC 904.-771••-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMLWTS, TITLE, =J a COVENANIS• D.R,L-'S RESTRICTIONS, CLOSURFS, i'Ai<INGR OR URDJNANCES. ETC. CERTIFICATE OF AUTHORIZATION N0. LN 0005488 THERE COULD kik OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL., O S S b g.UNLESS OTHkNWSE 51-AILD AL(. IKON PIPF..5 FOUND HAVE. NO IDENTIFICATION. 1 HEREBY CERTIFY THIS SURVEY WAS DONE LJNDI.L R MY l�p1�618�/l+�I�IR�V1AT10U4s� DIRECT SUPURVISION ANL? MEETS THE MINIMUM TECHNICAL L, SLI' IRON PINE OR Ri:BAR P.C. PUNT OF CURVE COV'U = cmRED, STANDA �T FOR LAN SURV[YING FURSUANT I'0 Cf IAP I'k R "ASSOC.5URVEY" Oft L•R.54ti8 F R•f= y�N�INT OOF F IFRSE CURVF� ROX 61617 ;LORI?A A NIS ALIVE C E. IAPTER 4V17, F.S. 9 F I ADND IRON NTE PINOR PIPE(C IP P•C.C• , POINT OF COMPOUND ;;UTNE : COMPUf(D DATA R/W= RIGHT OF WAY Xk) s= CRUSti CUT OR DRILL HOLE (c)( RECORD (M) MEASD CONC. = CONCRETE 9,T.x BUN,OINC 'TIE BY: ARC LENOTI•I A\C -AIR CONDITIONER (E.i,} WE TIE I2 5 L3. HAT'HE FLU DA T1FICATE NO. 3771 R. =RADIUS I =WATFR METER �= UTILITY POLE ^ 0.rt.4. ' UF'HL IAL ORD HOOK �= 9VY ANCHOR {; ARI,ES I_. `;TARO FLORID CCRIIFIGATE NO. 4J/fd o,R,v, -OFFICIAL RFCORL) VOLUML P.l.U• -POOL EHEAD NT RAYMOND J. SCHA ER FI()RIE CERTIrICATE N0. 6132 P.R.M.=pERANNFNI' RETERFNt E MONUMENT -O.0 =o`n 1'i HEAD UtTLITIES CH = cFtoRD O2- 11-2008 B.R,L - Ulli)ING, RESTRICTION LINE X -X CHAIN LINK FENCE TN. RETWELN J0B N0. 542t'S5_ __ DATE E.T. _RECTRIC TRANSFORMER do PAU W—W WIRE FENCE -tl WOOD FENCE SCALE: 1" - 30 �_ DRAFTER_�:�t 9(�lt J.E.A. =JACKSONVIU_F ELECTRIC AUTHORITYL C do R = COVENANTS do RESTRICTIONS NIiT VAI If7 wirllf711T EIRE Ir:NaTl IRF' ANn tHP r)Rj(',INAI 17A1'-;Fn gFAI n� n FI n,71nn I Ic:FNSFc1 CIIRVF'Yf1R AND I�(APNFR Td wdTS:£0 8002 ST 'Sad • 'ON xtid WQ�jd FORM 60OA-2004R EnergyGauge®4.5.2 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Budnick Residence Builder: Address: 370 12th Street Permitting Office: City, State: Atlantic Beach, FL Permit Number: Owner: Budnick Jurisdiction Number: Climate Zone: North 1. Nen-construction or ewslinQ Nen' 12. Cooling N- stems 2. Single tamdy or multi-family Single family _ a. Central Unit Cap.54.0 kBtu hr 3. Number of unit-,if multi-famih" I _ SEER: 13.00 _ 4. Number of Bednxims 5 _ b.Central Unit Cap:30.0 kBtu hr _ 5. Is this a worst case':' No _ SEER 13.00 _ 6. Conditioned&xx area 012) 420013= _ c. Central Unit Cap:12.0 kBtu hr 7. Glass type I and area:(Label reqd.by 13-1(4.4.5 if not default) SEER:13.00 _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. (Dble Default)555.8 fl= _ a. Electric Heat Pump Split Cap.54.0 kBtu hr _ b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b. (Clear)555.8 if _ b. Electric Heat Pump Split Cap:30.0 LBtu hr _ 8. Floor types HSPF:7.70 _ a. Slab-On-Grade Edge Insulation R=0.0,270.0(p)ft _ c. Electric Heat Pump Split Cap:12"0 LBtu'hr _ b. Raised Wood.Post or Pier R=30.0.301.01011 _ HSPF:7.70 _ c. NA _ 14. Hot nater systems 9. Wall types a. Electric Resistance Cap:40.0 gallons _ a. Frame.Wood.Exterior R=19.0.969.0 W _ EF:0.97 b. Frame.Wood.Exterior R=19.0.2380.4 W _ b.Electric Resistance Cap:80.0 gallons _ c. Frame.Word.E-deri/x R=19.0.253.7 fF _ EF:0.97 _ d.NA _ c. Conservation credits _ e. N A _ (HR-Heat recovery-.Solar 10. Ceiling types _ DHP-DediLated beat pump) a. Under Attic R=30.0,I 118.0 W 15. HVAC credits PT, b.Under Attic R=30.0,301.0 W _ (CF-Ceiling fan.CV-Cross ventilation. c. NA _ HF-Whole house fan. 11. Ducts _ PT-Programmable Tberux-staL a. Sup:Unc. Ret:Con. AH:Interior Sup"R=6.0,60.0 IF MZ-C-Multizone cooling. b.2 Others 73.0 ft _ MZ-H-Multizone heating) Glass/Floor Area: 0.13 Total as-built points: 41096 PASS Total base points: 48764 I hereby ce,-tify Ovat ih8 pdans a'td specifications covered by Review of the plans and 11 SZgT this calcu±aticrt are in compliance with the Florida Energy specifications covered by this do = Fp Code. calculation indicates compliance PREPARED BY: with the Florida Energy Code. Before construction is completed DATE: this building will be inspected for I hereby certify that this building, as designed. is in compliance with Section 553.908 compliance with the Floe" ode. Florida Statutes. coo �y� OWNER/AGENT: BUILDING OFFICIAL: DATE: /0--Zj - O 9 DATE: 1 predominant glass type.For actual glass type and areas.see Summer 8 Winter Glass output on pages 284. EnergyGauge®(Version: FLRCPB v4.5.2) Ve 41 5tsq9l Z'15s3 5,'R.�4d,A ' IOt72 i;s,�-'L.vZZ33 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 87.4 The higher the score,the more efficient the home. Budnick, 370 12th Street, Atlantic Beach, FL, 1. New construction or existing New - 12. Cooling systems 2. Single family-or multi-famih- Single lamih. _ a. Central Unit Cap:54.0 kBtu hr _ 3. Number of units,if multi-family 1 _ SEER: 1300 4. Number of Bedrooms 5 _ b.Central Unit Cap:30.0 kBtu hr _ 5. Is this a worst case' No - SEER:1301 6. Conditioned floor area 412) 421x►ll= _ e. Central Unit Cap: 1211 kBtu hr _ 7. Glass type I and area:(Label regd.by 13-1(4.4.5 if not default) SEER: 130) a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. (Dble Default)555.8 ft= _ a. Electric Heat Pump Split Cap:54.0 kBtu hr _ b. SHGC: HSPF:7.70 (or Clear or Tint DEFAULT) 7b. (Clear)555.8 W _ b. Electric Heat Pump Split Cap:30.0 kBtu hr _ 8. Flexor types HSPF:7.70 a. Slab-On-C,rade Edge Insulation R=0.0,270.0(p)8 _ c. Electric Heat Pump Split Cap: 12.0 kBtu hr b. Raised Wood.Post of Pier R=30.(1,MAW _ HSPF:7.70 _ c. NA _ 14. Hot nater systems 9. Wall types a. Electric Resistance Cap:40.0 gallons _ a. Frame.Wood.Exterior R=19.0.969.0 fl= _ EF:0.97 _ b. Frame.Wood,Exterior R=19 ►,2380.4 fF - b. Electric Resistance Cap:80.0 gallons c. Frame.Wood.Exterior R=19.0.253.7 ft- _ EF:0.97 _ d.N A _ c. Consen ation credits e. N A _ (HR-Heat recoven-.Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1118-0 W - 14;. HVAC credits PT. _ b.Under Attic R=30.0,301.0 W _ (CF-Ceiling fan.CV-Cross ventilation. c. NA _ HF-Whole house fan. 11. Ducts PT-Programmable Thermostat. a. Sup:Unc. Ret:Con. AH:Interior Sup.R=6.0.60.0 W _ W-C-Multizone cooling. b.2 Others 73.0 N _ W-H-Muhizone heating) I certifi-that this home has complied with the Florida Energy Efficiency Code For Building .19E Sp Constriction through the above energy saying features-which will be installed(or exceeded) 9rA�� in this home before finaljqgWion. Otherwise.a new EPL Display Card will be completed «fr, based on install od con Builder Signatur Date: ry >° Address of New Home:DO 12, S; City/FL Zip: r7T b l�Y. �[ �Z Z3 f�coD WIE *VOTE: The home's estimated eiiergt•perfibrnumce score is only available through the FLI RES commiter program. Tliis is nota Building Energt•Rciting. ITrotir score is 80 or greater for S6,T)r o L S EP-4 DOE Ettergt•Storrf desigttatioitl, roar!tome nim•cltialih-,for energt•of cienct•mortgage(EE1I) ince»tires if jrtti obtain a Florida Etter, Gauge Rating. Contact the Energv Gauge Hotline at 321638-1492 or see the Energ)•Gauge web site at innr.fiec.ucf eta fibr hilbr»uttiott and a list of certif ed Raters. For infonnation about Florida's Enet�t•Ef cienet•Code For Biiklitig Construction, contact the Department of Conmtmtitr.-1ffiIirs at 830 487-1824. 1 Predominant glass ripe.For actual glass ripe and areas,see Summer&Reinter Glass cwt�t ot► awes 2&4. Enerp-Gauge t-(Version: P' e x-4.5.2) FORM 60OA-2004R EnergyGaugeO 4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 37012th Street,Atlantic Beach, FL, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC_1.1 Maximum:.3 cfm/sq.ft.window,area,.5 cfrn/sq.ft.door area. -- Exterior&Adjacent Waits 606.1.ABC.1.2.1 Caulk,gasket.weatherstrip or seal between:windows/doors&hames.surrounding wait; foundation&wall sole or sill plate:joints between exterior wall panels at corners:utility penetrations:between wall panels&top/bottom plates:between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from.and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter.penetrations and seams Ceilings 606.1.ABC.1.2.3 Between walls&ceilings:penetrations of ceiNng plane of top floor:around shafts,chases, soffits.chimneys,cabinets sealed to continuous air barrier:gaps in gyp board&top plate: attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter.at perietrabons and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations.sealed:or Type IC or non-IC rated.installed'inside a sealed box with 1/2"clearance&3"from insulation:or Type IC rated with<2.0 cfm from conditioned space.tested. _ Mufti-story Houses 6D6.1.ABC.12.5AK barrier on of floor ' between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors.dampers:combustion space heaters comply with NFPA. have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked circuit breaker_(electric or cutoff as must be provided.External ar built-in heat truer_ uired. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gakm per minute at 80 PSIG. Air Distribution Systems 610.1 AN ducts.fittings.mechanical equipment and plerm chambers shah be mechanically attached,sealed.insulated.and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 ate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602-1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides_ Common ceiling&floors R-11. LLI EnergyGaugeTm DCA Form 60OA-2004R EnergyGaugeO/FlaRES'2004R FLRCPB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 370 12th Street, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2635.00 13175.0 40.0 0.97 5 0.33 2499.18 1.00 4165.3 80.0 0.97 5 0.67 2499.18 1.00 8330.6 As-Built Total: 12495.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 17739 17850 13175 48764 13238 15363 12496 41096 PASS �Oj-VHE STr'd z0 0 =- AN nii o J o � .r�COD EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge©/FIaRES'2004R FLRCPB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 370 12th Street, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 4200.0 20.17 15249.0 1.Double.Clear S 1.5 1.0 16.3 13.30 3.28 707.0 2.Double.Clear S 10.3 1.5 32.1 13.30 3.66 1561.0 3.Double.Clear S 10.0 1.5 36.0 13.30 3.66 1752.0 4.Double.Clear S 1.5 2.0 71.5 13.30 2.27 2154.0 5.13ouble.Clear S 1.5 2.0 15.0 13.30 2.27 451.0 6.Double.Clear W 1.5 2.0 20.0 20.73 1.13 470.0 7.Double.Clear W 1.5 2.0 8.0 20.73 1.13 188.0 8.Double.Clear N 1.5 3.5 11.3 24.58 1.01 278.0 9.Double.Clear N 1.5 1.0 11.3 24.58 1.02 282.0 10.Double.Clear N 1.5 5.0 22.5 24.58 1.00 555.0 11.Double.Clear N 1.5 1.0 12.0 24.58 1.02 301.0 12.13ouble.Clear N 1.5 7.5 55.0 24.58 1.00 1353.0 13.Double.Clear N 7.5 1.5 41.3 24.58 1.03 1041.0 14.Double.Clear N 6.4 1.5 19.5 24.58 1.03 492.0 15.Double.Clear N 6.4 1.0 8.3 24.58 1.03 208.0 16.Double.Clear N 6.4 1.5 16.3 24.58 1.03 410.0 17.Double.Clear W 1.5 2.0 18.8 20.73 1.13 441.0 18.Double.Clear W 1.5 2.0 16.3 20.73 1.13 382.0 19.Double.Clear E 4.0 1.0 12.3 18.79 1.51 346.0 20.Double.Clear E 1.5 1.0 22.0 18.79 1.39 574.0 21.Double.Clear E 1.5 2A 16.3 18.79 1.21 369.0 22.Double.Clear E 1.5 2.0 11.3 18.79 1.21 256.0 23.Double.Clear S 8.0 1.0 63.0 13.30 3.66 3066.0 As-Built Total: 555.8 17637.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Frame.Wood.Exterior 19.0 969.0 2.20 2131.8 Exterior 3603.1 3.70 13331.5 2.Frame.Wood.Exterior 19.0 2380.4 2.20 5236.9 3.Frame.Wood.Exterior 19.0 253.7 2.20 558.1 Base Total: 3603.1 13331.5 As-Built Total: 3603.1 7926.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Insulated 21.0 8.40 176.4 Exterior 42.0 12.30 516.6 2.Exterior Insulated 21.0 8.40 176.4 Base Total: 42.0 516.6 As Built Total: 42.0 352.8 EnergyGauge©DCA Form 600A-2004R EnergyGauge /FIaRES'2004R FLRCPB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 370 12th Street, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1419.0 2.05 2908.9 1.Under Attic 30.0 1118.0 2.05 X 1.00 2291.9 2. Under Attic 30.0 301.0 2.05 X 1.00 617.0 Base Total: 1419.0 2908.9 As-Built Total: 1419.0 2908.9 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 270.0(p) 8.9 2403.0 1.Slab-On-Grade Edge Insulation 0.0 270.0(p 18.80 5076.0 Raised 301.0 0.96 289.0 2.Raised Wood.Post or Pier 30.0 301.0 0.88 263.7 Base Total: 2692.0 As-Built Total: 571.0 5339.7 INFILTRATION Area X BWPM = Points Area X WPM = Points 4200.0 -0.59 -2478.0 4200.0 -0.59 -2478.0 Winter Base Points: 32220.0 Winter As-Built Points: 31687.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Electric Heat Pump 54000 btuh.EFF(7.7)Ducts:Unc(S).Con(R),Int(AH).R6.0 31687.2 0.563 (1.060 x 1.169 x 0.93) 0.443 0.950 8641.7 (sys 2:Electric Heat Pump 30000 btuh.EFF(7.7)Ducts:Unc(S).Con(R),Int(AH),R6.0 31687.2 0.313 (1.060 x 1.169 x 0.93) 0.443 0.950 4800.9 (sys 3:Electric Heat Pump 12000 btuh.EFF(7.7)Ducts:Unc(S).Con(R),IM(AH).R6.0 31687.2 0.125 (1.060 x 1.169 x 0.93) 0.443 0.950 1920.4 32220.0 0.5540 17849.9 31687.2 1.00 1.152 0.443 0.950 15363.0 EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge©/FlaRES'2004R FLRCPB v4.5.2 FORM 60OA-2004R EnergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 370 12th Street, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 4200.0 18.59 14054.0 1.Double.Clear S 1.5 1.0 16.3 35.87 0.47 275.0 2.Double.Clear S 10.3 1.5 32.1 35.87 0.43 496.0 3.Double.Clear S 10.0 1.5 36.0 35.87 0.43 557.0 4.Double.Clear S 1.5 2.0 71.5 35.87 0.57 1449.0 5.Double.Clear S 1.5 2.0 15.0 35.87 0.57 304.0 6.Double.Clear W 1.5 2.0 20.0 38.52 0.60 464.0 7.Doub4e.Clear W 1.5 2.0 8.0 38.52 0.60 185.0 8.Double.Clear N 1.5 3.5 11.3 19.20 0.86 185.0 9.Double.Clear N 1.5 1.0 11.3 19.20 0.65 141.0 10.Double.Clear N 1.5 5.0 22.5 19.20 0.92 395.0 11.Double.Clear N 1.5 1.0 12.0 19.20 0.65 150.0 12.Doub4e.Clear N 1.5 7.5 55.0 19.20 0.96 1015.0 13-Double.Clear N 7.5 1.5 41.3 19.20 0.59 469.0 14.Double.Clear N 6.4 1.5 19.5 19.20 0.59 222.0 15.Double.Clear N 6.4 1.0 8.3 19.20 0.59 93.0 16.Double.Clear N 6.4 1.5 16.3 19.20 0.59 185.0 17.Double.Clear W 1.5 2.0 18.8 38.52 0.60 435.0 18.Double.Clear W 1.5 2.0 16.3 38.52 0.60 377.0 19.Double.Clear E 4.0 1.0 12.3 42.06 0.36 183.0 20.Double.Clear E 1.5 1.0 22.0 42.06 0.43 400.0 21.Double.Clear E 1.5 2.0 16.3 42.06 0.59 405.0 22.Double.Clear E 1.5 2.0 11.3 42.06 0.59 280.0 23.Double.Clear S 8.0 1.0 63.0 35.87 0.43 975.0 As-Built Total: 555.8 9640.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Frame,Wood.Exterior 19.0 969.0 0.90 872.1 Exterior 3603.1 1.70 6125.3 2.Frame.Wood.Exterior 19.0 2380.4 0.90 2142.4 3.Frame.Wood.Exterior 19.0 253.7 0.90 228.3 Base Total: 3603.1 6125.3 As-Built Total: 3603.1 3242.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Insulated 21.0 4.10 86.1 Exterior 42.0 6.10 256.2 2-Exterior Insulated 21.0 4.10 86.1 Base Total: 42.0 256.2 As-Buitt Total; 42.0 172.2 EnergyGauge(D DCA Form 6WA-2004R EnergyGaugeO/FIaRES'2004R FLRCPB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 370 12th Street, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1419.0 1.73 2454.9 1.Under Attic 30.0 1118.0 1.73 X 1.00 1934.1 2. Under Attic 30.0 301.0 1.73 X 1.00 520.7 Base Total: 1419.0 2454.9 As-Built Total: 1419.0 2454.9 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 270.0(p) -37.0 -9990.0 1.Slab-On-Grade Edge Insulation 0.0 270.0(p -41.20 -11124.0 Raised 301.0 -3.99 -1201.0 2.Raised Wood.Post or Pier 30.0 301.0 0.77 230.6 Base Total: -11191.0 As-Built Total: 571.0 -10893.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 4200.0 10.21 42882.0 4200.0 10.21 42882.0 Summer Base Points: 54581.3 Summer As-Built Points: 47498.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 54000btuh.SEER/EFF(13.0)Ducts:Unc(S).Con(R),Int(AH).R6.0(INS) 47498 0.56 (1.08 x 1.147 x 0.91) 0.260 0.950 7446.1 (sys 2:Central Unit 30000btuh,SEER/EFF(13.0)Ducts:Unc(S).Con(R),Int(AH).R6.0(INS) 47498 0.31 (1.08 x 1.147 x 0.91) 0.260 0.950 4136.7 (sys 3:Central Unit 12000btuh.SEERIEFF(13.0)Ducts:Unc(S).Con(R),Int(AH).R6.0(INS) 47498 0.13 (1.08 x 1.147 x 0.91) 0.260 0.950 1654.7 54581.3 0.3250 17738.9 47498.4 1.00 1.128 0.260 0.950 13237.5 EnergyGauge TM DCA Form 60OA-2004R EnergyGaugeB/FlaRES'2004R FLRCPB v4.5.2 BUILDING INPUT SUMMARY REPORT Title: Budnick Residence Family Type: Single Address Type: Street Address (•- Owner: Budnick New/Existing: New Lot#: N/A W #of Units: 1 Bedrooms: 5 Subdivision: N/A OBuilder Name: (blank) Conditioned Area: 4200 Platbook: N/A 0 Climate: North Total Stories: 2 Street: 370 12th Street CL Permit Office: (blank) Worst Case: No County: Duval Jurisdiction#: (blank) Rotate Angle: (blank) City,St,Zip: Atlantic Beach.FL. # Floor Type R-Val Area/Petimeter Units N # Door Type Orientation Area Units 1 Slab-On-Grade Edge Insulation 0.0 270.0(p)R 1 1 lFWAdated Exterior 2 LO ft2 1 O2 Raised Wood/Post or Pier 30.0 301.01E 1 O 2 Insulated Exterior 21.0 ft'- 1 i U. # Ceiling Type R-Val Area Base Area Units # System Type Efficiency Capacity 1 Under Attic 30.0 1118.0 ft2 1118.0 ft2 1 Z 1 Central Unit SEER:13.00 54.0 kStu/hr Z 2 Under Attic 30.0 301.0 ft2 301.0 ft2 1 J 2 Central Unit SEER:13.00 30.0 kBtu/hr J O 3 Central Unit SEER:13.00 12.0 kBtu/hr W O V Credit Multipliers: None V Credit Multipliers: PT # Wall Type Location R-Val Area Units # System Type Efficiency Capacity N 1 Frame-Wood Exterior 19.0 969.0 ft2 1 Z 1 Electric Heat Pump/SpM HSPF:7.70 54.0 kBtu/hr J2 Frame-Wood Exterior 19.0 2380.4 ft2 1 2 Electric Heat Pump/SpM HSPF:7.70 30.0 kBtu/hr 3 Frame-Wood Exterior 19.0 253.7 ft2 1 Q 3 Electric Heat PUn*SpM HSPF:7.70 12.0 kBtu/hr Q Credit Multipliers: PT # Supplyy Return Air Handler Supply Supply # Panes Tint Ornt Area OH Length OH Hght Unit Location Location Location R-Val Length 1 Double Clear S 16.3 ft2 1.5 it 1.0 it 1 1 Uncond. Cond. Interior 6.0 60.0 it 2 Double Clear S 16.0 ft2 10.3 It 1.5 It 2 V 2 Uncond. Cond. Interior 6.0 43.0 ft 3 Double Clear S 36.0 it2 10.0 It 1.5 ft 1 = 3 Uncond. Cond. Interior 6.0 30.0 ft 4 Double Clear S 35.8 ft2 1.5 It 2.0 It 2 Q 5 Double Clear S 15.0 ft2 1.5 it 2.0 it 1 6 Double Clear W 20.0 ft2 1.5 ft 2.0 ft 1 Credit Multipliers: None 7 Double Clear W 8.0 ft2 1.5 it 2.0 it 1 # System Type EF Cap. Conservation Type Con.EF 8 Double Clear N 11.3 tt2 1.5 it 3.5 it 1 9 Double Clear N 11.31`12 1.51t 1.0 it 1 W 1 Electric Resistance 0.97 40.0 None 0.00 10 Double Clear N 11.3 ft2 1.5 it 5.0 it 2 Q 2 Electric Resistance 0.97 80.0 Noire 0.00 11 Double Clear N 12.0 ft= 1.5 ft 1.0 It 1 12 Double Clear N 13.8 W 1.5 ft 7.5 It 4 13 Double Clear N 13.8 ft2 7.5 ft 1.5 ft 3 14 Double Clear N 9.8 ft2 6.4 ft 1.5 ft 2 # Use Default? Annual Operating Cost Electric Rate 15 Double Clear N 8.3 ft2 6.4 it 1.011 1 1 yes WA NIA O 16 Double Clear N 16.3 ft2 6.4 ft 1.5 it 1 LL. Q 17 Double Clear W 6.3 ft2 1.5 it 2.0 It 3 W Z 18 Double Clear W 16.3 ft'- 1.5 it 2.0 it 1 j 19 Double Clear E 12.3 ft2 4.0 ft 1.0 ft 1 9 20 Double Clear E 22.0 ft2 1.5 It 1.0 It 1 21 Double Clear E 16.3 1`12 1.5 it 2.0 it 1 22 Double Clear E 11.3 1`12 1.5 it 2.0 it 1 23 Double Clear S 21.0 ft2 8.0 It 1.0 it 3 Rater Name: CodeOnlyPro Class#: 3 Pool Size: 0 V Rater Certification#: CodeOnlyPro Duct Leakage Type: N/A Pump Size: 0.00 hp V1 Area Under Fluorescent: 0.0 Visible Duct Disconnects: N/A Dryer Type: Electric 2 Area Under Incandescent: 4200.0 Leak Free Duct System Proposed: No Stove Type: Electric NOTE:Not all Rating info shown HRV/ERV System Present?: No Avg Ceil Hgt: EnergyGaugeO(Version:FLRCPB v4.5.2) Residential System Sizing Calculation Summary Budnick Project Title: Code Only 370 12th Street Budnick Residence Professional Version Atlantic Beach, FL Climate: North 9/23/2008 Location for weather data: Jacksonville - Defaults: Latitude(30) Altitude(26 ft.) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 53 r. Winter design temperature 32 F Summer design temperature 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 18 F Total heating load calculation 60745 Btuh Total cooling load calculation 47587 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 158.0 96000 Sensible (SHR = 0.70) 181.4 67200 Heat Pump+ Auxiliary(O.OkW) 158.0 Latent 273.1 28800 Total Electric Heat Pump,; 201.7 96000 WINTER CALCULATIONS Winter Heating Load for 4200 sqft) Load component Load Window total 556 sqft 18376 Btuh " ,*1d0W.(W%) 1` Wall total 3603 sqft 10580 Btuh Door total 42 sqft 559 Btuh Ceiling total 1419 sgft 1717 Btuh Floor total See detail report 12517 Btuh Infiltration 189 cfm 7910 Btuh ° °` '%) ced ) Duct loss 4910 Btuh Subtotal 56568 Btuh Floars(21%) - Ventilation 100 cfm 4177 Btuh " "%) TOTAL HEAT LOSS 60745 Btuh SUMMER CALCULATIONS Summer Cooling Load for 4200 s ft Load component Load Window total 556 sqft 14633 Btuh Wall total 3603 sqft 5680 Btuh Door total 42 sqft 426 Btuh Ceiling total 1419 sqft 1943 Btuh Floor total 140 Btuh Infiltration 101 cfm 2007 Btuh _ Internal gain 5760 Btuh Duct gain 4472 Btuh Sens. Ventilation 100 cfm 1978 Btuh 1 Total sensible gain 37040 Btuh Latent gain(ducts) 1092 Btuh Duds(12%) Latent gain(infiltration) 3653 Btuh Latent gain(ventilation) 3601 Btuh 1 "�'s('�%) Irif it(12`k.l ppors(1%) Latent gain(internal/occupants/other) 2200 Btuh Total latent gain 10546 Btuh TOTAL HEAT GAIN 47587 Btuh EnergyGauge<f)System Sizing Version 8 PREPARED BY: For Florida residences only DATE: EnergyGauge© FLRCPB v4.5.2 MAP S-HO: W'I-N-G BOUNDARY & TREE S' U'RVEY OF LOT 7, AND THAT 'INIANGULAR PART OF i_ur 8. LYING EASTERLY OF A LINE RUNNING SIOUI'HERLY FROM TI IF NORTHWESIERLY CORNER OF SAID LOT 7 TO A rOINT IN THE SOUT1,11TRILY LINE OF' SAID LOT A. 5 FFrT WESI'ERLY FROM THE SIX,114IM/17STERLY CONNER OF SAID LOT 7, IN BLOCK 2. OF SELVA MARINA UNIT NO, 1, ACCORDINC TO THE PLAT THEREOF AS RE(.'.'0Rf)F.rj IN PLAT DOOK 23, PAGE 4, OF THE CURRENT PUBLIC RECORDS OF DI)VAI. COON IY, FLORIDA. CERTIFIED TO: CHRTSTY H. BUDNICK, TODD S. BUDNICK, FIDELITY NATIONAL TITLE INSURANCE COMPANY, GIBRALTAR TITLE SERVICES AND C:) It 1,20!RIGH7 WA)9 10 Al I 110.89, (m -t ) 3- F N I U. 01) CRE z R. 78p.,51 Ill UNE. MYRTLE` _ PE LE t;cw,q" ALM tit G. VA AIC Rci PAD f1.8'f1.8' 0. P 7_5 C AL 617ICK c, V? Rt75-11)ENCE.1 Vielr*, CA ALI 370 4 ' AL 1pi 12' 0 14 PALM PAI.M PAI. all tc� is I'M 7 - P M 'M 2 _012 'IPALM ALM 19" CEDAR io' PAL 12. AI.M 0 PALM 04:63b.00' 12" 25.00' �M) T J14 5.00, (11) 0 R.L.51 4144 5- 84*06.%1V' W 08 (m), S 8,!?o,1L>10ejj, IY '95,00 (R) WT 32 I LOI 30 I LOT 26 AILANTIC REACH PLAT BOOK 5, PAGE 69 I-LOOD 7,t)Nk"W' - AHLAS DmpmiwV.o TO 13r OUTSIDE.: TI-tF 0.2%ANNUAL CHANcr FL.00n vLAIN ?rLON) 'ZONE "X (SHAJ)01` = AREAS 1)F• U.2X ANWAI CMANCE FLOOD: AREAS' Of"1%ANNUM. CU,\14CF.%MAH AV[nArE lAPnIS Or LESS THAN I F001 OR WRIT ORANAM AREAS LEIR I !)OVARF MI AND AREAS P OTECTM RY LLVVES mom 1% ANNUAL 011,Nff n.00b. 0 '�BO K' 1, HEARINGS ARI�- OASED ON—....,—_ A �,1,J'ACE 4 2,STRUC-rwE NO.-370 SHOWN HLREON,LIP; M 1)IIN 1,Loot) ZONE_- XA.......AS DEST DF IIIqMIN[D FROM FLKA, FI OOD MAPS RANI?L. L NO. I _I)AIj-*[)04'7!7_-19-99 SSOCIATED St)RVEYOR$ INC. :3.IHIS IS A SURFACEF.I.IRVI--Y ONLY. EXTENT OFUNDERGRQI*JNL) 17OOTINGS, ? X1 LAND & EN(ANn-RING SURVEYS' PIPCS AND UTILITIES, IF ANY, NOT 1)�,'.TCRMINED. Li 4.JUR15131C11ONAL AND/OR ENVIRONMENTAL IN SCN1_;I'nVI`: AREAS IF ANY, NOT 3846 BLANDING BOULEVARD LO(:A'1k[) BY THIS SURVEY. JAGI<50NVILLE, Fl..ORIDA 32?1(1 5,TMIS SURVEY BASE-D ON LEGAL DESCRiiiiiONS FURNIS1.40. THF PUBLIC 904-771--6468 RECORDS WERF NOT SEARCHED BY THIS SURVEYOR VOR CASEMENT TITLE, 0 r) COVENANIb, D.R1."i RESTRICTIONS, CLOSiJRFS, 'j'AI<INCS OR ORDINANCES, ETC. 0 v CCRTIFIQATF OF AL)TI-IORIZNK)N No. LEI (1005488 THERE. COULD HF. OTi-IER MATTERS OF RECORD FHAT AFFECT' f IIS PARCF 6.UNLESS OTHH4"SE 51-AILD ALI. IRON PIPES I,0UND HAVE: NO IDENTIFICATION, HERENY CERTIFY THIS SURVEY WAS DONE UNDFR MY LFQIEIMD/#�WlER02VIP_T110We DIRECT SUPERVISION AND MEETS I-HE MINIMUM TECHNICAL -)N 'OR RLBAR F.C. POINT OF CUIVE COV = COVERCL) 0 SLI' IRON PIPE 13.-F.1-ruIRIC BOx Sc D F "URVEYING PURSUANT 1'0 CHAPFER Of( -.541J6 P.T. POINT DF iANGEN�-Y F- 'N OR PIPS (117) P.R. POINT OF (�EVKRSSE CUr<VF FOR LA E. -IAPTER 472, F.S, 1--OtJND IRON PIN ,,0C.,.5UIjVFy 6TAN AF�110 L.9 P.C.C. - POINT OF CoMpOtIND QU(Nr IC,j 7 F RIDA At IS RXIIVE C 10 FOUND CONCRETE MONUMLN) C.M.) X CROS,..; CUT OR DRILL HOLE VOMPU(LD DATA j:/W- RICHT UI` WAY CONC, = CONCRETE 0-T,- 801.0ING 'IIE I IVE " E 'A)'E' f3y; '_j(_A.rE (R) - RECORD (M) - MEA5URFD A\C -AIR CONDITIONER E�kVE TIE B. I iAT'HE 1_0 DA 1. ST LO IL) 10 , T E IIF A E LRT R S H. 1 iAT'1-1 E. 1-0 DA . TIFICATE NO. 3771 R. -RADIUS ARC LAFNGTH WATFR METER 0,- UlILITY POLE L! yu O.R.D. -01 ��IGIAL fACCORD rjo()I< LSD C AR LES I... STARLI FLORID CER11FICATE NO. 45 p.L.Q. -POOL EQtJIPMFNT — OI)Y ANCHOR F1() IC Tif I TC 0 FICIAL RFC0fjO VOLUML EF 'ATE NO 32 OVLR HFAD UI'ILITIES CH = CHORD RAYMOND J. S(7,1IA ER Ff()R1 CERTIFIc - (51 P.R.M. PERMANFNI' RERRENUC MONUMLNT RJ�STRICTION LINE X,...-X CHAIN LINK FENCE ITN. - fluw�FN _T DATE 02-11-2005 '"J.. jL)ILL)ING WIRE FENCE -[I- �-wo0l) FENCE JOB NO, _54285 -- Ej. PLECTRIC TRANSFORMER & PAD W—W SCALE: 1" J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY & R - COVE-NANTS & REsTRICTIDN5 DRAFTER I -mA 'IIRW'Y()R ANI) UAPPI-R NJCIT VAI in wilpolij, TPF r�* KIATIIPV ANTI mp nRl(',INIAI I?Av:s-n qr,-41 (-)I-, a rini - I 1(117NI�j7n 17, Td wcjTS:20 8007 ST qzj 'ON X13j 1402JA C : :lam to - V_ � MAP SHOWING BOUNDARY & TR' E SURVEY OF LUT 7, AND THAT 'IRIANGULAR PART OF LOT 8. LYING EASTERI.Y OF A LINE RUNNING SOUTHERLY FROM TIIF NORTHWESTERLY CORNIER OF SAID LOT 7 TO A POINT' IN THE SOUTI IERLY LINE- OF SAID LOT 8. 5 FrFT WES IERLY FROM THE SOUTHWESTERLY CORNER OF SAID LOT 7, IN BLOCK 2, UF' $ELVA MARINA UNIT NO. 1, A(,,(,'ORDINC TO THE FLAT 'THEREOF AS R .GORf)FF) IN PLAT BOOK 23, PAGE 4, OF THE CURRENT PUBLIC RECORDS OF DIIVAI. COUN I Y, FLORIDA. CERTIFIED TO: CHRTSTV H. BUDNICK, TODD S. BUDNICK, FLDELIT'Y NATIONAL, TITLE INSURANC} COMPANY, GIBRALTAR TITLE SERVICES AND c) (Fv' ,pis 110.8h ' 7Fjvn°) 4 Al FL. 1IU.9y (M) CREPE -0 R. 7H6 51 Er CREr►CG UNE -- MYRTLE — _ - Ht Ait{N(; R � 3' CREPE MYRTLEc� 36' 1u' CRPPI 3 'ct�0••� ;�, Z' ALM MYte I l.e { (t & M) 9" c rnl Fla, 8.0 PALM ZR Q6' — 7.5-ci �`� PAD c 0A" �O n yrpllY B1NGK c, 'h C7 0 1 Rtsk)tNCE r }pt7f,YC _ _ r X- ~ :. a. `n' W/ I.-$' CA�� S fE! i .370 "? PALM _ PAL IaI r O c H" PAI.M ,i 0 0 tKl t1`� 4' M 1E0/'_a0, ti m 1 To 1 ll" ta 5 AI.M ti (7 Va ui 17- LO I 7 PALM -� O Ic' BLOCK 7 �012�C0 12" 18" -�-' PALM I o ' }'ALM CEDAR " ' 3 A GUNC,•-. . � PAL r. 2_4" t ,PALM 12" - - PALM (81 PQM y 0 PAL n 10" SAGO 50-00' (R)PAI.M� 12 U.s' 0.2' AL PALM SU n y Lib1E PALMS __x — -- - _........ ..... 25.00' (Yt) 0.2' 0.•3' 5.00' (R) 2G-U3' (M) 3/4" S 84'06',7$" W 95.0x' (M) 4744 - ti5 8170-11?00 )v '95.00, (R) LOT 32 ' LUI 30 I LUT 28 A ILANTIC REACH /57W-Fence D ntj PLAA*r BOOK 5, NAGE G'J :C.Oni•'�rV�•�'�vn IP✓�%✓ '�.! �Or'�-t. L� G�`'S�'VC•1-�OV1 �n��n:c 1'L000 7•UNE"X" - AREAS D6T OMINt'.D TO DE 04.1 'MC THE 0.2E ANNUAL CHANCE ns=I•LAIN /rLml 2ONC "X (SHAI)EU)" = AREAS VJ; U.2X ANWA1 CHANCE FLOOD: ARFA; OF 1X ANNUAL FLOW Wl1H AVL -ULPTI IS OF L,*SS TITAN 1 FOOT OR WITH ORAINADE AREAS LESS THAN 1 :AVARF MILE; AND AREAS PpROTECTPD BY LLvCcs mom 1%ANNUAL CNAN(:F FI-OW- CIA&M �1l!?@N�L1 N 4 YQ A BOK7.3 PACE4 _ F,2, HEARINGS ARI. UASED ON_ x AS J S STRUCTURE NO.-_370 SHO11ODN I-ILRLON.LIES WI111IN FLOZONE...REST OF I1•.iiMWCD FROM F.E.M.A. FLOOD MAPS PANEL NO 1OA II-:D94-17-1999. SSOCIATED SURVEYORS INC, 1HIS IS A SURFACE 5(IRVEY ONLY. -ITIS EXTENT OF UNDERGROUND FOOTINGS, LAND & ENGINEERING SURVEYS' PINkS AND 11'IlLITIES, IF ANY, NOT Uk.T6RMINED. w 4.JURISDICTIONAL ANULOR ENVIHONMENTAI IN SCNSCRVF: AREAS IF ANY, NOT r 384t, DLANDING BOULEVARI) LOCATED DY THIS SLI&Y•/ IP TIONS FURNISI.IED, THF NUl�L1O JACKSONVILLE, FI,ORtDA 32?10 5,THIS SURVEY BASED ON L..FGAL DESCR = JO4-771 6468 RECORDS WERE NOT SEARCFIGD BY THIS SURVEYOR FOR CASEMENTS. TITLE, =J COVENANIS. D.R,L-'S RESiRICTiONS, CLOSURFS, TAKINGS OR ORDINANCES. ETC. CERTIFICATE OF AtilllORIZA110N NO. LN 0005488 TI•IERE COULD 13l,. OTHER MATTERS OF RECORD THAT AFFECT THIS PARCO SSV b UNLESSOiliFltWR�E S1AILD ALI. IRUN PIPES FOUND HAVE. NO IDENiIF1CAT10N. I I-IEREHY CERTIFY THIS SURVEY WA` DONE UNDI-H MY LRQIEIilllD/A61WHVj?ATI0W6 DIRECT SUPC_FtVISION ANT) MEETS i HE MINIMUM TLCHNICAI_ 0 SLI' IRON PIPE OR RL:BAR PC• ^ POINT OF CURVE C(N = COVERED STANDA FOR LAN 5URV[:YING PURSUANT I'0 CI IAF'I'ER "ASSOC_SUi2VF.Y" Oft L.R.54138 t'•r. = POINT OF IAN(;ENCY E.SE (; IWF BOX ' 81017 F"LORIl7A A NIS Al1VE C E, -IAPIER 4.72, F,S, ♦ FOI)ND IRON PIN OR PIPE (II') P.R.C. - POINT OF REVF.,RSE CUI'tVF FOUND CONCRETE AIONUMENt (C.M.) P.C.C. POINT OF COMPOUND I;UTNE ( COIJPUILU DATA R/W- RICHT Of WAY X = CROSS CUT Uk DRILL HOLE CO�NC = CUNCRFTE D-T,- F_iUII.mc 'IIE B�, (4t) s RECORD {M) MEA,UI�FD A C -AIR CONDITIONCR (E:1.) - EA C TIE R S F3. HX 11FIE FI-0 DA T1F1C:A•TE NO. 3771 R, =RADIUS L. ARC LENGTH to =WATFR METER 1F3,_ UTILITY POLE G O.R.D. OF'I-'ICIAL RECORD UOOK P kC1 pDDL EQUIPMENT -+_ (1L)Y ANCHOR C .BELLS L. STA1zLl FLQRIL) CLR'IIFIGATE NO. 4�/�J O1 N ,OFFICIAL RFCORU VOLUME RAYMOND J. S((7-,HA ER FI URIE CERTIFICATE NU. 6137 PRM =pERMANFNi' REFTRE.NCE NONUML'NT -0•U--=OVER HEAD UI'ILITIE^. CH = CHDF:O 02- 11-2008 6.R.I-. =F3UILVING_ RESTRICTION LINE X''-X CHAIN LINK FENCE' 0- RETWNCE JOD NO. 54L$5 DATE — E.T. m ELECTRIC 4RAN5FORMER do PAD W-'w WIRE FENCE -7-0-WOOD FENCE SCALE: 1=_30" -�- DRAFTLF�--7.4 --- J•E.A' =JACKSONVILLE' ELECTRIC AUTH04tRY C At R = COVENANTS & RESTRICTIONS mi-IT VAI in wrrNnl IT THF rzl(:NATI IRF ANn t'NF f1RIf;INAI 17A1'=:F11 �f•Al (11= A FI nI71nA I I(`.I N`:.Fn CI IRVf'Yf 1R AND AAAPNF R Td WdTS:20 8002 ST 'ON XUJ : woUA l/d,/wIo(nMt_. get,•►03-= • �� it �. ,� c� n Ae a yo �y, yys , 3g _ ----._----•- �= 3 ��-X._ !yam-yy� x y 3 /� z 1y yY - (2057ji 2-1 - yam Aaw-j 5&,"VT- tv AA e- 3 Comp. By: RLC Date: 10/27/2008 tAr Public Works Department City of Atlantic Beach Permit No: 07-1397 Address: 31 17th Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V= Volume of Runoff C = Coefficient of Runoff A=Area of lot in square feet R= 25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 14,445 ftZ Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 3,405 14,445 1.00 0.24 Pervious 11,040 14,445 0.20 0.15 Runoff Coefficient (C) = 0.39 Runoff Volume V= 0.39 x 14,445 x 9.3 / 12 V= 4,350 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 14,445 ftz Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 6,668 14,445 1.00 0.46 Pervious 7,777 14,445 0.20 0.11 Runoff Coefficient(C) = 0.57 Runoff Volume V= 0.57 x 14,445 x 9.3 / 12 V= 6,373 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 6,373 - 4,350 DV= 2,023 ft3 Retention 370 12th St-onsite Retention 10/27/2008 MAP S.HbIWING BOUNDARY & TR'EE SURVEY OF LOT 7, AND THAT 'IRIANWILAR PART OF LOT 8, LYING EASTF_RI.Y OF A LINE RUNNING SOU HERLY FROM THE NORTHWESIERLY CORNIER OF SAID LOI' 7 TO A POINT IN THE liOUTIdERLY LINE OF' SAID LOT 8, 5 Frri, WESI'ERLY FROM THE $011THWFS3TF_RLY CORNER OF SAID LOT 7, IN F. 2, OF $ELVA MARINA UNIT NO, 1, ACOORDINO TO THE PLAT THEREOF AS RECORDFD IN PLAT BOOK 23, PACE 4, OF THE cuiRREN'r PUBLIC RECORDS OF DI)VAI. COON IY. FLORIDA. CERTIFIED TO: CURTSTY H. BUDNICK, TODD S. BUDNICK, FIDELITY NATIONAL TITLE INSURANCE COm?ANY, GIBRALTAR TITLE SERVICES AND 0 1,207 (6( q 0110.89' ,� 110.88 (7) 76,.05'54" A' j io.89' (`) 31, .314 lei-()1;'.-54" F u,gy, (m) CRFPE -0 R. 7"11-51 VtEwla. LINE MYRTLE' %RVE MYRTLEc G�ALM MYWIM Ga ALM A JUL 2 QnI A11C k(.j ars, PAL .,rofly-61 CK -73 f?t.�- 71 r.11) — 01 E XK - SWI 170 1-I.S PALM (3.1 C, Z 0 143 p a) PALM b Z1, I.M L ?) 1!2 CLOCK 7" AL CS VAL �OOLCE' R (�. PALM K. C p110" PAL PALM SACO 14* pi 0 YO.DO' (r�)PAI.M 12 0.2' SUBDIVISION .L_,HOUNDARY LINE PALMS .2' 5.0 (n) ju SM) 314" 1/2" I.P. TO R.L,S, 4144 S 84'06'„19" W 95.om, (m) .9a,00 LOT 32 LOI 30 I LOT 28 A ILANTIC 131-1ACH PLAT BOOK 5, PAGE 69 FLOOD ZIINL AREAS OrTCOmINVA) TO Ur OUTSIDE TIME 0.276 ANNUAL cmANcF Ft.mn vLAIN /rLncm 2c)NE -X(SHADW)" AREAS W O.2X ANW)AIc,"At4CE FLOOD: AWpAU OV 1%ANNUAL cUtNcF,'w1H AVE(VAGF ULP'niS OF LESS IIIAN I FOO'( OR MTH r)RAImAOE AREAS LEI,% INAN I !)OVARF vmLL; AND AREAS PROTECTro BY LLvmG mom i„ ANNUAL CHANC.F F).M)U. 91 1, HEARINGS ARE RASED ON—.,,., _...j.ACE 4 2.STRUCTURE NO..-370 SHOWN HEREON.LIES VAII IIN FLOOD ZONE-- X AS BEST OF ImMINM FROM FLMA, FLOOD MAPS PANEL NO 1 DAII-D94-.-17-15189. - -.I.IRVI:Y ONLY. I '11-F EXTENT 01' UNDERGROUND FOOTINGS, -SSOCIATED SURVEYORS INC. 3.IHIS IS nS URFACE LAND & ENGINEERING SURVEYS' HPIES AND WILITIES, IF ANY, NOT 1)AERMINED- Lj j 4.JURISDICTIONAL AND OR ENVIRONmr-NtA[I.Y SENsrm: AREAS IF ANY, NOT 384t, BLANDING BOULEVARL) LOCA'111) BY THIS SURVEY. JACKSONVILLE, F1,0RIDA 752?10 5JIIIS 37URVEY BASED ON L.F.(;AL DESCRIPIiONS FURNISHED. THF PUULIC s 504-771-6468 RECORDS WERE NOT SEj\RCHLb BY THIS SURVEYOR FOR CASEMkWIS, TITLE, COWNAN IS, D.RI.-S RESTRICTIONS, CLOSURES, TAKINQc; OR ORDINANCES. ETC, CERTIFICATE OF AV'ITIORIZAliON NO. W 0005488 THERE COULD HF. OTHER MATTERS OF RECORD THAT AFFECT TEAS PARCIE.I... 0 ,' 3 V 6.UNLESS 011414WISE STALED ALI. IRON PIPF.5 I-OUND HAW. NO IDENTIFICATION. I HEREBY CERTIFY JHIS suRvEy WAS DONE UNDI].H MY — L DIRECT SUPIERVISION AND MEET!, THE MINIMUM TECHNICAL 50IRON PIPE'OR RI:BAR F.C. OINT OF CURVE COVI) = COVERCD STAN FOR LANVJ"�`LIRVEYING PURSUANT 1'0 CHAP I-ER A,_;SOC.SURVFY” Of( L-R.54b6 P.T. Z POINT OF IAWEW:y F.I3.-FLLCII(IC BOX D N PIN OR PIPE (Ip P R C POINT OF' I�EVFRSE CURVF A E, -IAP*TER 4-7 2, F.S, 0 FOUND IRO (C 'UINE 7 151c"I FOR A NIS RAHVE C M,� p- POINT 1,)F co)APOUND Q 19 FOUND CONCRETE MONLIMLI'll (C) . COMPU�ILD DATA R W- RIGHT or WAY X = CKOS$ CUT OR DRILL HOLE CONE, = CONCRIFTIE YT,- EQ11,01ING 'TIE BY:: TIF1 -A TE (k) RECORD (m) - MEASURFO A\C -AJR CONDITIONER (11A.) - WE TIE R H. HAT I- FLU DA TIFI(;,xrE NQ- 3771 R, RADIUS L, � ARC LENGTH to .WATFR METER UTILITY POLE 0 D C ARI.Es I... STARLI FLORID cnr?,flFI(,ATE: NO. 4519 -.,OFFICIAL RCCORD 1)0()K POOL EQUIPMFNT (ji)Y ANCHOR C, Tir 'L .1�3 E O.R,V, -OFFICIAL RFCORU VOLUME RAYMOND J. SCHA ER F1 01R1 CERTIFICATE NO. (5132 OVILIJ HEAD UTILITIES CH = CHORD ---"• =PERMANIF-W REFERENCE MONUMENT -(),LJ--= - BETWVEN 08 B. L.-=BUILDING RESTRIC71ON LINE X....-X CHAIN LINK FENCE'DW 02--11 -20 WIRE FENCE -109!UOD FENCE JOB NO. 54285 . E.T." -PLECTRIC TRANSFORMER & PAD W—W & REsTRicTIONS 51],ALF: FTLR =JACKSONVILLE' ELECTRIC AUTHORTTY I C & COVENANTS DRA -7.4M _ J.E.A.J,E.A. -JACKSOW w(-IT VAI in wi i wni 11' TNF -Ir:NIATI IF?P* ANn rHP7 nRI(;IWAI F?Av-*:Pn qFA1 nF A ri r)i?inA I 1('Fw�Fr) CI IRVF'Y(*)R ANI) MAPPFR. Td WdTq:20 8002 ST "qaA 'ON XUJ wOdj FORM 60OA-2004R EnergyGauge®4.5.2 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Budnick Residence Builder: Address: 37012th Street Permitting Office: City, State: Atlantic Beach, FL Permit Number: Owner: Budnick Jurisdiction Number: Climate Zone: North I. New construction or emsting New _ 12. Cooling s}-stems 2. Single family-or multi-family Single family _ a. Central Unit Cap:54.0 LBtu hr _ 3. Number of units,if multi-family 1 _ SEER: 13.00 _ 4. Number of Bedrooms 5 _ b.Central Unit Cap:30.0 LBtu hr _ 5. Is this a worst case" No _ SEER:13.00 _ 6. Conditioned floor area(ft') 4200 ft= _ c. Central Unit Cap:12.0 LBtu hr _ 7. Glass type I and area:(Label reqd.by 13-104.4.5 if not default) SEER: 13.00 _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. (Dble Default)555.8 ft= _ a. Electric Heat Pump Split Cap:54.0 LBtu hr b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b. (Clear)555.8 W _ b. Electric Heat Pump Split Cap:30.0 LBtu hr _ 8. Flocx rapes HSPF:7.70 _ a. Slab-On-Grade Edge Insulation R=0.0,270.0(p)8 _ c. Electric Heat Pump Split Cap:12.0 LBtu hr _ b. Raised Wood,Post or Pier R=30.0.301.Oft- _ HSPF:7.70 _ c. NA _ 14. Hot cater sistems 9. Wall t%pes a. Electric Resistance Cap:40.0 gallons _ a. Frame.Wood,Exterior R=19.0,969.0 W - EF:0.97 _ b. Frame.Wood.Ederior R=19.0,2380.4 W _ b. Electric Resistance Cap:80.0 gallons _ c. Frame,Wood.Exterior R=19.0,253.7 fF _ EF:0.97 _ d.NA _ c. Conservation credits e. NA _ (HR-Heat recover-.Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0. 1118.0 8' 15. HVAC credits PT, _ b.Under Attic R=30.0,301.0 ft- _ (CF-Ceiling fan,CV-Cross ventilation. c. NA _ HF-Whole house fan. 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Con. AH:Interior Sup.R=6.0.60.0 W W-C-Multizone cax)ling, b.2 Others 73.0 8 _ W-H-Multizone heating) Glass/Floor Area: 0.13 Total as-built points: 41096 PASS Total base points: 48764 I hereby certify than the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this yD�T�s�� Code. calculation indicates compliance y =3=s A PREPARED BY: 1 1 ' 1� with the Florida Energy Code. � __ A DATE: 0��3�o�U Before construction is completed C -r this building will be inspected for > I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Fel, ode. Florida Statutes. ��pwe AG 0WNERIENT:**,, � BUILDING OFFICIAL: DATE: DATE: 1 Predominant glass type.For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. A A = EnergyGauge®(Version: FLRCPB v4.5.2) tV` 2s535.�,A�A ltx�2 Ati q-L 3223 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 87.4 The higher the score,the more efficient the home. Budnick, 370 12th Street, Atlantic Beach, FL, 1. New construction or existing New - 12. Ckxoling systems 2 Single family or multi-famih" Single faroih- _ a. Central Unit Cap:54.0 kBtu hr _ 3. Number of units.if multi-faroih- l _ SEER: 13.00 _ 4. Number of Bedrooms 5 _ b. Central Unit Cap:30.0 kBtu hr 5. Is this a worst case? No 6. Conditioned floor area(W) 4200 8' _ c. Central Unit Cap:12.0 kBtu hr _ 7. Glass hpe l and area:(Label regd.by 13-1(4.4.5 if not default) SEER: 13.00 _ a. U-tactor: Description Area 13. Heating s-�stems (or Single or Double DEFAULT) 7a. (Dble Default)555.8 W _ a. Electric Heat Pump Split Cap:54.0 kBtu hr _ b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b. (Clear)555.8 f12 _ b. Electric Heat Pump Split Cap:30.0 kBtu hr _ 8. Floor hpes HSPF:7.70 _ a. Slab-On-Grade Edge Insulation R=41.0.270.41(p)8 _ c. Electric Heat Pump Split Cap: 12.0 kBtu hr _ b. Raised Wood,Post or Pier R=30.0.3(11.08= _ HSPF:7.70 _ c. NA _ 14. Hot nater systems 9. Wall txpes a. Electric Resistance Cap:40.0 gallons _ a. Frame.Wood.Exterior R=19.0,969.0 fF _ EF:097 _ b. Frame.Wood,Exterior R=19.0,2380.4 8' _ b. Electric Resistance Cap:80"0 gallons c. Frame.Wood.Exterior R=19.0.253.7 N= _ EF:0.97 _ d.N A _ e. Conservation credits _ e. NA _ (HR-Heat recover-.Solar 10. Ceiling t}pes DHP-Dedicated heat pump) a. Under Attic R=30.0. 1118.0 ft= _ 15. HVAC credits PT. _ b.Under Attic R=30.0,301.0 fF _ (CF-Ceiling fan,CV-Cross ventilation, c. N A _ HF-Whole house fan. 11. Ducts PT-Programmable Thermostat. a. Sup:Unc. Ret:Con. AH:Interior Sup.R=6.0.60"0 W- _ MZ-C-Multiume ax4ing. b. 2 Others 73.0 8 _ MZ-H-Multizone heatins) I certify that this home has complied with the Florida Energy Efficiency Code For Building TIS sT Constniction through the above energy saving feahues which will be installed(or exceeded) Oi = 9TAo m this home befo n.Ot n' isplay Card will be completed �,'��,,;'' �0 based on instal ed C n eatttr Builder Signatu : Date: 10-21- 0'9 a Address of New Home:.3 7o 127''s i- Cit."/FL Zip: 1T. gew. M, 'VOTE: The home's estimated energ7•perfi)rnumce score is on/r mailable through the FL.4 RES computer program. 71 Tlris is not a Building Energt•Rating. t/:rortr score is 80 or greater(or 86,Ji)r a US EP4 DOE Ell ergtStc f designation!. Your home mm•gualifi•.rnr energy efficiency mortgage(EMI)incentives if:voU obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3216-38-1492 or see the Energy Gauge u•eh site at a-inr.Aec.ucf edu.for ill nation a►ul a list of certified Raters. For nrfijnnation about Florida's EnerRt Effcienct ('ode For Btiildi►rg C'ot►struction, contact the Department of C'ommmtih•. ffi7irs at 850 487-1824. 1 Predominant glass hpe.For actual glace hpe and areas.see Summer Rc N\"interGlaes cwt�t on ods 28c4. EnergyGauge-R-(Version:FLPFF'$y t.�w ) FORM 60OA-2004R EnergyGauge®4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 370 12th Street, Atlantic Beach, FL, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1 ABC.1.1 Maximum:.3 cfmisg.R.window area;.5 cfml _ft.door area. Exterior&Adjacent Walls 606.1 ABC.1.2.1 Caulk.gasket,weatherstrip or seal between:windows/doors&frames.surrounding wall; foundation&wall sole or sill plate:joints between exterior wall panels at corners:utility penetrations;between wall panels&top/bottom plates:between walls and floor. EXCEPTION:Frame wails where a continuous infiltration barrier is installed that extends from and is sealed to,the foundation to the top Plate. Floors 606.1ABC.1.22 Penstrationslopenings>118"sealed unless backed by truss or joint members. EXCEPTION:Frame fkwrs where a continuous infiltration barrier is installed that is sealed to the perimeter,permtrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceiings:penetrations of ceiling plane of top floor:around shafts.chases. soffits.chimneys,cabinets sealed to continuous air barrier:gaps in gyp board&top plate: attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter.at penetrations and seams. Recessed Lighting Fixtures 606.1 ABC.1.2.4 Type IC rated with no penetrations.sealed:or Type IC or non-IC rated.installed inside a sealed box with 1/2"clearance&3"from insulation:or Type IC rated with<2.0 cfm from conditioned space.tested. Multi-story Houses 606.1.ABC.1.2.5 As barrier on perkneter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers:combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked circuit breaker electric or cutoff must be provided.External or built-in_heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covets(except solar heated).Non-commercial pools must have a pump hoer.Gas spa&pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallonsper minute at 80 PSIG. Air Distribution Systems 610.1 AN ducts,fittings.mechanical equipment and plenum chambers shall be mechanically attached,sealed.insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system- Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2004R EnergyGaugeO/FlaRES'2004R FLRCPB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 370 12th Street, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2635.00 13175.0 40.0 0.97 5 0.33 2499.18 1.00 4165.3 80.0 0.97 5 0.67 2499.18 1.00 8330.6 As-Built Total: 12495.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 17739 17850 13175 48764 j 13238 15363 12496 41096 PASS �I-114E S],A ., COD EnergyGaugeT'DCA Form 60OA-2004R EnergyGauge©/FIaRES'2004R FLRCPB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 370 12th Street, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 4200.0 20.17 15249.0 1.Double.Clear S 1.5 1.0 16.3 13.30 3.28 707.0 2.Double.Clear S 10.3 1.5 32.1 13.30 3.66 1561.0 3.Double.Clear S 10.0 1.5 36.0 13.30 3.66 1752.0 4.Double,Clear S 1.5 2.0 71.5 13.30 2.27 2154.0 5.Double.Clear S 1.5 2.0 15.0 13.30 2.27 451.0 6.Doub4e.Clear W 1.5 2.0 20.0 20.73 1.13 470.0 7.Double.Clear W 1.5 2.0 8.0 20.73 1.13 188.0 8.Double.Clear N 1.5 3.5 11.3 24.58 1.01 278.0 9.Double.Clear N 1.5 1.0 11.3 24.58 1.02 282.0 10.Double.Clear N 1.5 5.0 22.5 24.58 1.00 555.0 11.Double.Clear N 1.5 1.0 12.0 24.58 1.02 301.0 12.Doub4e.Clear N 1.5 7.5 55.0 24.58 1.00 1353.0 13.Double.Clear N 7.5 1.5 41.3 24.58 1.03 1041.0 14.Double.Clear N 6.4 1.5 19.5 24.58 1.03 492.0 15.Double,Clear N 6.4 1.0 8.3 24.58 1.03 208.0 16.Double.Clear N 6.4 1.5 16.3 24.58 1.03 410.0 17.Double.Clear W 1.5 2.0 18.8 20.73 1.13 441.0 18.Double.Clear W 1.5 2.0 16.3 20.73 1.13 382.0 19.Double,Clear E 4.0 1.0 12.3 18.79 1.51 346.0 20.Double.Clear E 1.5 1.0 22.0 18.79 1.39 574.0 21.Double.Clear E 1.5 2.0 16.3 18.79 1.21 369.0 22.Double.Clear E 1.5 2.0 11.3 18.79 1.21 256.0 23.Double,Clear S 8.0 1.0 63.0 13.30 3.66 3066.0 As-Built Total: 555.8 17637.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Frame.Wood. Exterior 19.0 969.0 2.20 2131.8 Exterior 3603.1 3.70 13331.5 2.Frame.Wood.Exterior 19.0 2380.4 2.20 5236.9 3.Frame,Wood.Exterior 19.0 253.7 2.20 558.1 Base Total: 3603.1 13331.5 As-Built Total: 3603.1 7926.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Extenor Insulated 21.0 8.40 176.4 Exterior 42.0 12.30 516.6 2.Extenor Insulated 21.0 8.40 176.4 Base Total: 42.0 516.6 As-Built Total: 42.0 352.8 EnergyGauge@ DCA Form 60OA-2004R EnergyGauge©/FIaRES'2004R FLRCPB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 370 12th Street, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1419.0 2.05 2908.9 1.Under Attic 30.0 1118.0 2.05 X 1.00 2291.9 2.Under Attic 30.0 301.0 2.05 X 1.00 617.0 Base Total: 1419.0 2908.9 As-Built Total: 1419.0 2908.9 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 270.0(p) 8.9 2403.0 1.Slab-On-Grade Edge Insulation 0.0 270.0(p 18.80 5076.0 Raised 301.0 0.96 289.0 2.Raised Wood.Post or Pier 30.0 301.0 0.88 263.7 Base Total: 2692.0 As-Built Total: 571.0 5339.7 INFILTRATION Area X BWPM = Points Area X WPM = Points 4200.0 -0.59 -2478.0 4200.0 -0.59 -2478.0 Winter Base Points: 32220.0 Winter As-Built Points: 31687.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Electric Heat Pump 54000 btuh.EFF(7.7)Ducts:Unc(S).Con(R),Int(AH).R6.0 31687.2 0.563 (1.060 x 1.169 x 0.93) 0.443 0.950 8641.7 (sys 2:Electric Heat Pump 30000 btuh.EFF(7.7)Ducts:Unc(S).Con(R).Int(AH).R6.0 31687.2 0.313 (1.060 x 1.169 x 0.93) 0.443 0.950 4800.9 (sys 3:Electric Heat Pump 12000 btuh.EFF(7.7)Ducts:Unc(S).Con(R),Int(AH).R6.0 31687.2 0.125 (1.060 x 1.169 x 0.93) 0.443 0.950 1920.4 32220.0 0.5540 17849.9 31687.2 1.00 1.152 0.443 0.950 15363.0 EnergyGauge TM'DCA Form 60OA-2004R EnergyGauge©/FlaRES'2004R FLRCPB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 370 12th Street, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 4200.0 18.59 14054.0 1.Double.Clear S 1.5 1.0 16.3 35.87 0.47 275.0 2.Double.Clear S 10.3 1.5 32.1 35.87 0.43 496.0 3.Double.Clear S 10.0 1.5 36.0 35.87 0.43 557.0 4.Double.Clear S 1.5 2.0 71.5 35.87 0.57 1449.0 5.Double.Clear S 1.5 2.0 15.0 35.87 0.57 304.0 6.Double.Clear W 1.5 2.0 20.0 38.52 0.60 464.0 7.Double.Clear W 1.5 2.0 8.0 38.52 0.60 185.0 8.Double.Clear N 1.5 3.5 11.3 19.20 0.86 185.0 9.Double.Clear N 1.5 1.0 11.3 19.20 0.65 141.0 10.Double.Clear N 1.5 5.0 22.5 19.20 0.92 395.0 11 Double.Clear N 1.5 1.0 12.0 19.20 0.65 150.0 12.Double.Clear N 1.5 7.5 55.0 19.20 0.96 1015.0 13.Double.Clear N 7.5 1.5 41.3 19.20 0.59 469.0 14.Double.Clear N 6.4 1.5 19.5 19.20 0.59 222.0 15.Double,Clear N 6.4 1.0 8.3 19.20 0.59 93.0 16.Double.Clear N 6.4 1.5 16.3 19.20 0.59 185.0 17.Double.Clear W 1.5 2.0 18.8 38.52 0.60 435.0 18.Double.Clear W 1.5 2.0 16.3 38.52 0.60 377.0 19.Double.Clear E 4.0 1.0 12.3 42.06 0.36 183.0 20.Double,Clear E 1.5 1.0 22.0 42.06 0.43 400.0 21.Double.Clear E 1.5 2.0 16.3 42.06 0.59 405.0 22.Double.Clear E 1.5 2.0 11.3 42.06 0.59 280.0 23.Double.Clear S 8.0 1.0 63.0 35.87 0.43 975.0 As-Built Total: 555.8 9640.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Frame.Wood,Exterior 19.0 969.0 0.90 872.1 Exterior 3603.1 1.70 6125.3 2.Frame.Wood.Exterior 19.0 2380.4 0.90 2142.4 3.Frame,Wood.Exterior 19.0 253.7 0.90 228.3 Base Total: 3603.1 6125.3 As-Built Total: 3603.1 3242.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Insulated 21.0 4.10 86.1 Exterior 42.0 6.10 256.2 2.Exterior Insulated 21.0 4.10 86.1 Base Total: 42.0 256.2 As-Built Total: 42.0 172.2 EnergyGauge@ DCA Form 600A-2004R EnergyGauge@/FIaRES'2004R FLRCPB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 370 12th Street, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1419.0 1.73 2454.9 1.Under Attic 30.0 1118.0 1.73 X 1.00 1934.1 2.Under Attic 30.0 301.0 1.73 X 1.00 520.7 Base Total: 1419.0 2454.9 As-Built Total: 1419.0 2454.9 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 270.0(p) -37.0 -9990.0 1.Slab-On-Grade Edge Insulation 0.0 270.0(p -41.20 -11124.0 Raised 301.0 -3.99 -1201.0 2.Raised Wood.Post or Pier 30.0 301.0 0.77 230.6 Base Total: -11191.0 As-Built Total: 571.0 -10893.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 4200.0 10.21 42882.0 4200.0 10.21 42882.0 Summer Base Points: 54581.3 Summer As-Built Points: 47498.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 54000btuh.SEER/EFF(l3.0)Ducts:Unc(S),Con(R),Int(AH).R6.0(INS) 47498 0.56 (1.08 x 1.147 x 0.91) 0.260 0.950 7446.1 (sys 2:Central Unit 30000btuh.SEER/EFF(13.0)Ducts:Unc(S).Con(R),Int(AH),R6.0(INS) 47498 0.31 (1.08 x 1.147 x 0.91) 0.260 0.950 4136.7 (sys 3:Central Unit 12000btuh.SEER/EFF(l3.0)Ducts:Unc(S).Con(R),Int(AH),R6.0(INS) 47498 0.13 (1.08 x 1.147 x 0.91) 0.260 0.950 1654.7 54581.3 0.3250 17738.9 47498.4 1.00 1.128 0.260 0.950 13237.5 EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge©1FlaRES'2004R FLRCPB v4.5.2 BUILDING INPUT SUMMARY REPORT Title: Budnick Residence Family Type: Single Address Type: Street Address VOwner: Budnick New/Existing: New Lot#: N/A W #of Units: 1 Bedrooms: 5 Subdivision: N/A OBuilder Name: (blank) Conditioned Area: 4200 Platbook: N/A 0 Climate: North Total Stories: 2 Street: 370 12th Street IL Permit Office: (blank) Worst Case: No County: Duval Jurisdiction#: (blank) Rotate Angle: (blank) City,St,Zip: Atlantic Beach. FL. (/) # Floor Type R Val Area/Perimeter Units U) # Door Type Orientation Area Units 1 Slab-On-Grade Edge Insulation 0.0 270.0(p)ft 1 IX 1 Insulated Exterior 21.0 ft2 1 0 2 Raised Wood/Post or Pier 30.0 301.01tz 1 0 2 Insulated Exterior 21.0 ft2 1 1 0 LL Q # Ceiling Type R-Val Area Base Area Units (9 # System Type Efficiency Capacity (� 1 Under Attic 30.0 1118.0 ftz 1118.0 ft' 1 Z 1 Central Unit SEER:13.00 54.0 kBtu/hr Z 2 Under Attic 30.0 301.0 ft2 301.0 ftz 1 J 2 Central Unit SEER:13.00 30.0 kBtu/hr J 0 3 Central Unit SEER:13.00 12.0 kBtu/hr LU 0 V Credit Muttipllers: None V Credit Multipliers: PT # Wall Type Location R-Vat Area Units # System Type Efficiency Capacity (n 1 Frame-Wood Exterior 19.0 969.0 ft2 1 Z 1 Electric Heat PurWSpIK HSPF:7.70 54.0 kBtu/hr J 2 Frame-Wood Exterior 19.0 2380.4 ft2 1 2 Electric Heat PunVSpit HSPF:7.70 30.0 kBtu/hr J 3 Frame-Wood Exterior 19.0 253.7 ftz 1 a 3 Electric Heat Prmp/SpM HSPF:7.70 12.0 kBtu/hr W = Credit Multipliers: PT # S Mly Return Air Handler Supply Supply # Panes Tint Ornt Area OH Length OH Hght Unit Loc Location Location R-Val Length 1 Double Clear S 16.3 ft2 1.5 ft 1.0 ft 1 1 Uncond. Cond. Interior 6.0 60.0 ft 2 Double Clear S 16.0 ft2 10.3 ft 1.5 ft 2 V 2 Uncond. Cond. kiterar 6.0 43.0 ft 3 Double Clear S 36.0 ft2 10.0 ft 1.5 it 1 = 3 Uncond. Cond. Interior 6.0 30.0 It 4 Double Clear S 35.8 ft'- 1.5 it 2.0 It 2 Q 5 Double Clear S 15.0 11`12 1.5 It 2.0 ft 1 6 Double Clear W 20.0 ft2 1.5 It 2.0 It 1 Credit Multipliers: Noire 7 Double Clear W 8.0 ftz 1.5 It 2.0 It 1 # System T 8 Double Clear N 11.3 ft2 1.5 ft 3.5 ft 1 Type Cap. Conservation Type Con.EF 9 Double Clear N 11.3 1`12 1.5 It 1.0 It 1 W 1 Electric Resistance 0.97 40.0 None 0.00 10 Double Clear N 11.3 ft-' 1.5 It 5.0 It 2 2 Electric Resistance 0.97 80.0 None 0.00 11 Double Clear N 12.0 ft2 1.5 ft 1.0 ft 1 j 12 Double Clear N 13.8 ft2 1.5 ft 7.5 ft 4 13 Double Clear N 13.8 ft2 7.5 It 1.5 it 3 14 Double Clear N 9.8 ft2 6.4 It 1.5 ft 2 # Use Default? Annual Operating Cost Electric Rate 15 Double Clear N 8.3 ft' 6.4 It 1.0 ft 1 1 Yes WA N/A- 0 A0 16 Double Clear N 16.3112 6.4 ft 1.5 it 1 LL Q 17 Double Clear W 6.3 ft2 1.5 It 2.0 It 3 W Z 18 Double Clear W 16.3 ft2 1.5 It 2.0 It 1 19 Double Clear E 12.3 W 4.0 ft 1.0 ft 1 20 Double Clear E 22.0 W 1.5 It 1.0 It 1 21 Double Clear E 16.3 ft2 1.5 It 2.0 ft 1 22 Double Clear E 11.3 ft2 1.5 It 2.0 ft 1 23 Double Clear S 21.0 W 8.0 It 1.0 It 3 Rater Name: CodeOnlyPro Class#: 3 Pool Size: 0 V Rater Certification#: CodeOnlyPro Duct Leakage Type: N/A Pump Size: 0.00 hp W Area Under Fluorescent: 0.0 Visible Duct Disconnects: N/A Dryer Type: Electric L Area Under Incandescent: 4200.0 Leak Free Duct System Proposed: No Stove Type: Electric NOTE:Not all Rating info shown HRV/ERV System Present?: No Avg Ceil Hgt: EnergyGaugeO(Version:FLRCPB v4.5.2) Residential System Sizing Calculation Summary Budnick Project Title: Code Only 370 12th Street Budnick Residence Professional Version Atlantic Beach, FL Climate: North 9/23/2008 Location for weather data: Jacksonville - Defaults: Latitude(30) Altitude(26 ft.) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 53 r. Winter design temperature 32 F Summer design temperature 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 18 F Total heating load calculation 60745 Btuh Total cooling load calculation 47587 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 158.0 96000 Sensible (SHR = 0.70) 181.4 67200 Heat F, p+ Auxili 0.0kW1 158.0 96000 Latent 273.1 28800 Total Electric Heaz 201.7 96000 WINTER CALCULATIONS Winter Heating Load for 4200 sqft) Load component Load Window total 556 sqft 18376 Btuh VWhd., 8(W%) Wall total 3603 sqft 10580 Btuh Door total 42 sqft 559 Btuh Ceiling total 1419 sqft 1717 Btuh Floor total See detail report 12517 Btuh J- Infiltration 189 cfm 7910 Btuh Duct loss 4910 Btuh Ce" ) Subtotal 56568 Btuh Ventilation 100 cfm 4177 Btuh vin nom) TOTAL HEAT LOSS 60745 Btuh SUMMER CALCULATIONS Summer Cooling Load for 4200 sqft) Load component Load Window total 556 sqft 14633 Btuh Wall total 3603 sqft 5680 Btuh Door total 42 sqft 426 Btuh Ceiling total 1419 sqft 1943 Btuh Floor total 140 Btuh v,7ndowsl31%5 Infiltration 101 cfm 2007 Btuh Internal gain 5760 Btuh Duct gain 4472 Btuh Sens. Ventilation 100 cfm 1978 Btuh Total sensible gain 37040 Btuh Latent gain(ducts) 1092 Btuh D„.ts(,z%) Latent gain(infiltration) 3653 Btuh Latent gain(ventilation) 3601 Btuh - Wels(12%) Latent gain(internal/occupants/other) 2200 Btuh Infil(12%) Total latent gain 10546 Btuh TOTAL HEAT GAIN 47587 Btuh EnergyGaugeC3 System Sizing € ~`' Version 8 PREPARED BY: - For Florida residences only DATE: EnergyGauge© FLRCPB v4.5-2 r EARLY POWER AGREEMENT & RELEASE �s CITY OF ATLANTIC BEACH Electric power is requested now coder the coaditiom and trarms of this fulty executed Agreement Release Job Adchnssp �,� � Permit No. _ Q_D (7L Service Type(CUde Dais): Ovtr Underground We,the unckTuped General Coaaacaot and ElecUwAaa,under t nd and agree: 1. Subemtx* Fmt�l y eythZCBMCI �Wf O 4u it i, ne rtquite�! by Codes and does ffg and is at the�M hePAY)gistmud be►sawed be�we ocoupena3, 2. The C#y of Atlantic Bee oh will moire,it aporia! ins inon prior to the crit'power��g, All rough V00tions mu*have prior Approval,uicludmg metier base oanuocave& 3• use oftbo upw eomstter�on beitxetformaiGb000000.�� &audukatuta of the Carle cSuob a i9 0°eP sty t1wed end penalized JUGity of Atlantic BoseIAaRA�®r ♦1Dledion tllIs AgpoomOAt SMII TC6alt in a regUaK for pt0irfpt r�ova! ofelectric 9erv1Ce a t`t cuty-Four hour 000ce. 4. "Early POwwytElkOw authoriand/ftis the Electrician andC and must not occur befuro: ieeb j Palnu`e1qri►edv c. 9arvi��oo cc,2qapectioa carer an�( ling SIMMOItmal inspection). d. The esieotricy chcek. fMcCoet can is �� TRmM Y a desila anent aeambera are required for M). 5. Pay 8300.acbmitai9tratiao 60..uy FemsFoc ion fees and OW 0""*uKiwg rogwre�mun be sam ied prior PAL300 ser. 6. This fully completed form is to be submitted to ttw Building Depwimm by hwid,mail or fax 7, Futuro GNA A9tftMMf@ wi nee ba amxpeod item uK=who.ieie oe&"oft of the abgve!tame. TRACTOR _ DATE PMr r NAMT A /bZ L/ ,tUCMCIAN DATE- 7— G ^Q PRthPx'NAME S 4 C-O Q OVv aem1ao10 KOaO.Attetlrte t"cb bl 3ZZ33 Phone:(904)247-5826 F=(904)247-5845 hMP:#*yvw,cpab,us revised 11.29.06 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 _ INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000886 Date 6/17/09 Property Address . . . . . . 10 10TH ST 20D Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 -------------------------------------------------------------- Application desc remodel --------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MUNSON & BRYAN ELECTRICAL CO. 3434 ST.AUGUSTINE RD JACKSONVILLE FL 32207 (904) 396-6689 -------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Expiration Date . . 12/14/09 -------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. •i CITY OF ATLANTIC BEACH 09- ` 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 ar OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 BUI L DI NG-DEPT@COAB.US ELECTRICAL PERMIT APPLICATION DUVAL COUNTY ADORES 2.IS THIS A SUB PERMIT: 3.DATE ��L ❑NO 10 l Oz" SStL `� � E'(S SES PERMIT#: 6! (7/ / / PER ER: 4.NAME. 5 ADDRESS IF DIFFERENT FROM JOB ADDRESS 6.PHONE. 7,777-77777777" •. „ ;, ELECTRICAL CONTRACTOR: 7.NAME OF COMPANY: 8.ADDRESS (r-i IQ RCS 3 L-i J,-( -3_ CSL- 32, i 9.STATE OF FLORIDA LICENSE li 10.CELL PHONE: 11,FAX NO.: oit- 33 - 1 7o -( - 3,16 (( 3 c 12.EMAIL ADDRESS: 13.OFFICE PHONE: 14 / �q 14 k, , V S�7c"iAJ Q (�:� Q.�.. L v:it 4 1{ 3 l� Z 27 15.Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months any tim after work is commenced. CONTRACTORS SIGNATURE: 16.CLASS OF WORK: 17 SERVICE: 18.'IGIETER NUMBER:` ❑ MULTI FAMILY-#OF UNITS: ❑RESIDENTIAL ❑SINGLE FAMILY ❑TEMP SERVICE ❑ COMMERCIAL ❑ADDITION ❑TRAILOR 19.BUILDING:' 19.CURRENT CODE: ❑ALTERATION ❑ SIGN ❑OLD ❑ NEW ❑'05 NATIONAL ELECTRICAL CODE [2AEPAIR ❑ POOL/SPA d REWIRE ❑ OTHER: LIST ALL ELECTRICAL WORK: 20.TYPE OF SERVICE: ❑ OVERHEAD ❑ UNDERGROUND ❑ UNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE: ❑ POWER IS ON ❑ POWER IS OFF 22.SIZE OF CONDUCTOR: AMPACITY: ❑COPPER ❑ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24.EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25. FEEDERS: #OF AMPS: #OF AMPS: #OF AMPS: 26.LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT& M.V.: 27.FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28.FIRE ALARM: I ❑ YES ❑ NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER: 30. RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31.SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 32.AIR CONDITIONING: #OF UNITS: COMP. MOTOR HP RATING: AMPS HEAT KW: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE. HP: KVA: ,' 34.TRANSFORMERS: UNDER 60OV: NUMBER: KVA: OVER 600V. NUMBER: KVA: "3S.MISCELANEOUS ROPAIRS: DESCRIBE IN DETAIL: BLDG02 Permit Application Elec:REVISED:12/182008 B01 �Y Wey�,^a�Vief 3 Pcs of 1 3/4" x 16" 1.9E Microllam@ LVL TJ-Beam®6.30 serial Number:7004107324 User.1 11/17/2008 2:27:24 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED 2❑ S 25,11 1,2" Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 57.0 34.0 0 To 24'1" Adds To J09 Point(lbs) Roof(1.25) 315 185 23' 11 1/2" - HJ05 Uniform(plf) Floor(1.00) 0.0 100.0 0 To 24'1" Adds To WALL Uniform(plf) Floor(1.00) 77.0 30.0 0 To 25'11 1/2" Adds To C30 Point(lbs) Floor(1.00) 1360 504 23' 11 1/4" - B05 SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.69" 2376/2628/0/5004 A3:Rim Board 1 Ply 1 3/4"x 16" 1.9E Microllam®LVL 2 Stud wall 3.50" 2.26" 3709/2981 /0/6690 Al:Blocking 1 Ply 1 3/4"x 16" 1.9E Microllam®LVL -See iLevel@ Specifier's/Builder's Guide for detail(s):A3: Rim Board,A1: Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(lbs) -6660 -5465 15960 Passed(34%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 32714 27785 46671 Passed(60%) MID Span 1 under Floor loading Live Load Defl(in) 0.581 0.641 Passed(L/529) MID Span 1 under Roof loading Total Load Defl(in) 1.195 1.281 Passed(L/257) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 11'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Distribution product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: BUDNICK RESIDENCE Thomas Dukes True House inc 4745 Sutton Park Court,Suite 402 Jacksonville, FL 32224 Phone:(904)821-5200 thomas@apextechnology.cc Copyright O 2007 by iLevel®, Federal Way, WA. Microllam® is a registered trademark of iLevelO. F:\2-Archive\84 Lumber\BUDNICK\B01.sms ■ B03 by Weyerhaeuser 3 1/2" x 16" TimberStrand@ LSL Beam (1.55E) TJ-136a rrKlD 6.30 Serial Number.7004107324 user.1 10/14/2008 10:10:03 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: BUDNICK RESIDENCE Thomas Dukes True House inc 4745 Sutton Park Court,Suite 402 Jacksonville, FL 32224 Phone: (904)821-5200 thomas@apextechnology.cc Copyright O 2007 by iLevelCF, Federal Way, WA. Timberstrande and TimberStrandCF are registered trademarks of iLevel©. Simpson Strong-TieC Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. F:\2-Archive\84 Lumber\BUDNICK\B03.sms ■ B04 br Wey"`aou 3 1/2" x 16" TimberStrand@ LSL Beam (1.55E) TJ-Beam 6.30 Serial Number:7004107324 User:1 11/17/2008 2:08:14 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: BUDNICK RESIDENCE Thomas Dukes True House inc 4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224 Phone :(904)821-5200 thomas@apextechnology.cc Copyright O 2007 by iLevelO, Federal Way, WA. TimberStrand@ and TimberStrandO are registered trademarks of iLevel®. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. F:\2-Archive\84 Lumber\BUDNICK\B04.sms ■ ' • • B05 by Weye,ha s 3 1/2" x 16" TimberStrand@ LSL Beam (1.55E) TJ-Beam®6.30 Senal Number:7004107324 User.1 10/141200810:17:48 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: BUDNICK RESIDENCE Thomas Dukes True House inc 4745 Sutton Park Court,Suite 402 Jacksonville, FL 32224 Phone: (904)821-5200 thomas@apextechnology.cc Copyright O 2007 by iLevel, Federal Way, WA. Timbe rStrandV and TimberStrandCF are registered trademarks of il,evele. Simpson Strong-TieO Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. ■ • • D12 6v WeYc,neeo 16" TJI@ 210, 2 plies @ 24" o/c TJ-Beam®6.30 Serial Number:7004107324 User:1 11/1712008 12:03:00 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Distribution product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: BUDNICK RESIDENCE Thomas Dukes True House inc 4745 Sutton Park Court,Suite 402 Jacksonville, FL 32224 Phone:(904)821-5200 thomas@apextechnology.cc Copyright O 2007 by iLevel@, Federal Way, WA. TJI© and TJ-Beamra are registered trademarks of iLevel®. e-I Joist-,Pro- and TJ-ProTM are trademarks of iLevel®. F:\2-Archive\84 Lumber\BUDNTCK\D12.sms C22 • by Weye,h 16" TJ 1@ 360 @ 24" o/c TJ-Beam®6.30 Serial Number:7004107324 user..1 11/17/200812:01:01 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel®Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: BUDNICK RESIDENCE Thomas Dukes True House inc 4745 Sutton Park Court,Suite 402 Jacksonville, FL 32224 Phone :(904)821-5200 thomas@apextechnology.cc Copyright © 2007 by iLevel®, Federal Way, WA. TJI®,TJ-Beam® and Timbertrand0 are registered trademarks of iLevel®. e-I Joist-,Pro- and TJ-Pro- are trademarks of iLevel®. Smpson Srong-Tie® Connectors is a registered trademark of $mpson srong-Tie Company, Inc. F:\2-Archive\89 Lumber\BODNICK\C22.sms a ■ • • C30-1 by Weyerhaeuser 16" TJ 1@ 360 @ 24" o/c TJ-Beam®6.30 Serial Number:7004107324 User:1 11/17/2008 12:01:43 PM MEMBER IS INSUFFICIENT DUE TO UPLIFT Page 2 Engine Version:6.30.14 TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 23/32"Panels(24"Span Rating)decking. The controlling span is supported by beams. Additional considerations for this rating include:Ceiling-1/2"Direct Applied Gypsum Ceiling. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.49 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: BUDNICK RESIDENCE Thomas Dukes True House inc 4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224 Phone:(904)821-5200 thomas@apextechnology.cc Copyright O 2007 by iLevel©, Federal way, WA. TJIG,TJ-BeamO and Timber8randra are registered trademarks of iLevel@. e-I Joist-,Pro- and TJ-Pro- are trademarks of iLevelO. Smpson 8rong-Ties Connectors is a registered trademark of Smpson Srong-Tie Company, Inc. F:\2-Archive\84 Lumber\BUDNICK\CB-isms ■ C30 by lVeyernaeuser 16" TJ I@ 360 @ 24" o/c TJ-Bea m®6.30 Serial Number:7004107324 Usar:1 11/17/200612:02:17 PM MEMBER IS INSUFFICIENT DUE TO UPLIFT Page 2 Engine Version.6.30 14 TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 23/32"Panels(24"Span Rating)decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling- 1/2"Direct Applied Gypsum Ceiling. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.49 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel®Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: BUDNICK RESIDENCE Thomas Dukes True House inc 4745 Sutton Park Court,Suite 402 Jacksonville, FL 32224 Phone: (904)821-5200 thomas@apextechnology.cc Copyright ® 2007 by iLevelO, Federal Way, WA. TJI®,TJ-Beam® and Timber8rand® are registered trademarks of iLevel®. e-I Joist-,Pro- and TJ-Pro" are trademarks of iLevel®. Smpson Srong-Tie® Connectors is a registered trademark of Smpson Srong-Tie Company, Inc. F:\2-Archive\84 Lumber\BUDNICK\C8.sms ■ • • A04 by weyernaeuser 16" TJ I@ 210 @ 24" o/C TJ-Beam 6.30 Serial Number:7004107324 User:1 11/17/2008 11:56:36 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel®Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: BUDNICK RESIDENCE Thomas Dukes True House inc 4745 Sutton Park Court,Suite 402 Jacksonville, FL 32224 Phone: (904)821-5200 thomas@apextechnology.cc Copyright 0 2007 by iLevel®, Federal way, WA. TJI®,TJ-Bean® and Timber8randO are registered trademarks of iLevel4D. e-I Joist",ProTM and TJ-Pro- are trademarks of iLevel(&. Smpson Srong-Tie® Connectors is a registered trademark of Smpson Srong-Tie Company, Inc. F:\2-Archive\84 Lumber\BUDNICK\A04.sms ■ • • A06 16" TJ 19 210 @ 24" o/c TJ-Beam 6.30 Serial Number:7004107324 User:1 11/17/200811:57:28 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Fil F21 4'2 1!2"— Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 168/63/0/231 A1: Blocking 1 Ply 16"TJI®210 2 Stud wall 3.50" 3.50" 168/63/0/231 Al: Blocking 1 Ply 16"TJI®210 -See iLevel®Specifier's/Builder's Guide for detail(s):Al: Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 209 -199 2190 Passed(9%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 209 209 1435 Passed(15%) Bearing 2 under Floor loading Moment(Ft-Lbs) 198 198 4895 Passed(4%) MID Span 1 under Floor loading Live Load Defl(in) 0.002 0.095 Passed(L/999+) MID Span 1 under Floor loading Total Load Defl (in) 0.003 0.190 Passed(L/999+) MID Span 1 under Floor loading TJPro 72 30 Passed Span 1 -Deflection Criteria:STAN DARD(LL:L/480,TL:L/240). -Deflection analysis is based on composite action with single layer of 23/32"Panels(24"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 4'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 23/32"Panels(24"Span Rating)decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-1/2"Direct Applied Gypsum Ceiling. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.29 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the Level®Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: BUDNICK RESIDENCE Thomas Dukes True House inc 4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224 Phone: (904)821-5200 thomas@apextechnology.cc Copyright 6 2007 by iLevelO, Federal Way, WA. TJI© and TJ-Beam® are registered trademarks of iLevel®. e-I Joist'",Pro'" and TJ-Pro' are trademarks of iLevel( . F:\2-Archive\84 Lumber\BUDNICK\A06.sms ■ A08-1 by Weyerhaee 16" TJ 10 210 @ 24" o/c TJ-Beams 6.30 Serial Number:7004107324 user:1 11/17/2008 11:58:13 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED RIffl Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 282/106/0/387 N/A N/A N/A Al: Blocking 1 Ply 16"TJI@ 210 2 Timberstrand LSL 3.50" Hanger 288/108/0/396 1 16.00" N/A H1:Top Mount None Beam Hanger -See iLevel@ Specifer's/Builder's Guide for detail(s):Al:Blocking,H1:Top Mount Hanger HANGERS: Simpson Strong-Tie@ Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 2 Top Mount Hanger ITT2.1/16 0/12 0 N/A No 0 N/A -Nailing for Support 2: Face:2-N10,Top 4-N10, Member:2-N10 DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 364 -364 2190 Passed(17%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 364 364 1435 Passed(25%) Bearing 2 under Floor loading Moment(Ft-Lbs) 603 603 4895 Passed(12%) MID Span 1 under Floor loading Live Load Defl(in) 0.011 0.166 Passed(L/999+) MID Span 1 under Floor loading Total Load Defl(in) 0.015 0.331 Passed(L/999+) MID Span 1 under Floor loading TJPro 68 30 Passed Span1 -Deflection Criteria.STANDARD(LL:L/480,TL:L/240). -Deflection analysis is based on composite action with single layer of 23/32"Panels(24"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 23/32"Panels(24"Span Rating)decking. The controlling span is supported by beams. Additional considerations for this rating include:Ceiling-1/2"Direct Applied Gypsum Ceiling. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.29 PROJECT INFORMATION: OPERATOR INFORMATION: BUDNICK RESIDENCE Thomas Dukes True House inc 4745 Sutton Park Court,Suite 402 Jacksonville, FL 32224 Phone:(904)821-5200 thomas@apextechnology.cc Copyright O 2007 by iLevel®, Federal Way, WA. TJI®,TJ-BeamG7 and Timber8randCF are registered trademarks of iLevel(R. e-I Jcist�,Pr0. and TJ-ProTM are trademarks of iLevel®. Smpson Srong-Tien Connectors is a registered trademark of $mpson Srong-Tie Company, Inc. F:\2-Archive\84 Lumber\BUDNICK\A08-1sms ■ A08-2 i'YW-Y", _v 16" TJ 1@ 210 @ 24" o/c TJ-Beam 6.30 Serial Number:7004107324 User :1 11117/2008 11:58:49 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:7'1 1!7" 1❑. 2❑ 3❑ 4'2 314""2'10 374"b Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth Live/Dead/UpIift(TotaI 1 Stud wall 3.50" 3.50" 153/55/0/208 N/A N/A N/A Al: Blocking 1 Ply 16"TJI@ 210 2 Stud wall 3.50" 3.50" 344/129/0/473 N/A N/A N/A B3 None 3 Timberstrand LSL 3.50" Hanger 117/30/-8/147 1 16.00" N/A H1:Top Mount None Beam Hanger -See iLevel®Specifier's/Builder's Guide for detail(s):Al: Blocking,B3,H1:Top Mount Hanger HANGERS: Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 3 Top Mount Hanger ITT2.1/16 0/12 0 N/A No 0 N/A -Nailing for Support 3: Face:2-N10 ,Top 4-N10 , Member:2-N10 DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) -264 -231 2190 Passed(11%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 473 473 2145 Passed(22%) Bearing 2 under Floor loading Moment(Ft-Lbs) -172 -172 4895 Passed(4%) Bearing 2 under Floor loading Live Load Defl (in) 0.002 0.101 Passed (L/999+) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.003 0.201 Passed(L/999+) MID Span 1 under Floor ALTERNATE span loading TJPro 72 30 Passed Span 1 -Deflection Criteria:STAN DARD(LL:L/480,TL:L/240). -Deflection analysis is based on composite action with single layer of 23/32"Panels(24"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at TZ'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. PROJECT INFORMATION: OPERATOR INFORMATION: BUDNICK RESIDENCE Thomas Dukes True House inc 4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224 Phone :(904)821-5200 thomas@apextechnology.cc Copyright © 2007 by iLevelG, Federal Way, WA. TJI©,TJ-BeamG and TimbertrandO are registered trademarks of iLevel®. e-I Joist'",Pro'" and TJ-Pro'" are trademarks of il,evelO. Smpson Srong-TieCF Connectors is a registered trademark of Smpson Srong-Tie Company, Inc. F:\2-Archive\89 Lumber\BUDNICH\A08-2.sms A16 A by Weyerhaeuser 16" TJ 1@ 210 @ 24" o/c TJ-Beam®6.30 serial Number:7004107324 User:1 11/17/2008 12:00:05 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED A Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 577/216/0/793 A1: Blocking 1 Ply 16"TJ 1&210 2 Stud wall 3.50" 3.50" 577/216/0/793 A1: Blocking 1 Ply 16"TJI®210 -See iLevel®Specifier's/Builder's Guide for detail(s):Al: Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 770 -761 2190 Passed(35%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 770 770 1435 Passed(54%) Bearing 2 under Floor loading Moment(Ft-Lbs) 2695 2695 4895 Passed(55%) MID Span 1 under Floor loading Live Load Defl(in) 0.121 0.350 Passed(L/999+) MID Span 1 under Floor loading Total Load Defl(in) 0.166 0.700 Passed(L/999+) MID Span 1 under Floor loading TJPro 56 30 Passed Span -Deflection Criteria:STAN DAR D(LL:L/480,TL:L/240). -Deflection analysis is based on composite action with single layer of 23/32"Panels(24"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 4'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 23/32"Panels(24"Span Rating)decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-1/2"Direct Applied Gypsum Ceiling. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.29 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel®Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: BUDNICK RESIDENCE Thomas Dukes True House inc 4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224 Phone: (904)821-5200 thomas@apextechnology.cc Copyright © 2007 by il, v 10, Federal Way, WA. TJIQ and TJ-Beamr& are registered trademarks of iLevelO. e-I Joist—,Pro- and TJ-Pro'^ are trademarks of iLevel®. F:\2-Archive\84 Lumber\BUDNICK\A16.sms Job Truss Truss Type City Ply BUDNICK RESIDENCE BUDNICK T52 ROOF TRUSS 1 1 Job Reference(optional) ' 19-7-0 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 14:54:46 2008 P4@Lf-0 4-1-4 + 7-5-8 10-9-12 14-11-0 I 4-1-4 3-4-4 3-4-4 4-1-4 scab-124.7 5X8 II 3 7.00 rly 4.8 4.6,1 ! 2 W3 Ti W1 V✓1 W2 W1 5 1 B1 ]q 44i 8101 610 Py 9 10 6 11 12 7 13 8 14 15 3X10 MrAH II 8.9= 3110 MT20H II 19-7-0 4"B X19-7-0 4-1-4 7-5-8 10-9-12 14-11-0 4-1-4 3-4-4 3-4-4 4-1-4 Plate Offsets(X Y) [1:0-3-0,0-2-01,[1:0-11-2,0-1-121,(5:0-3-0,0-2-01,[5:0-11-2,0-1-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.14 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.20 7-8 >865 180 MT20H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.61 Horz(TL) 0.06 5 n/a n/a BCDL 5.0 Code FBC20041TPI2002 (Matrix) Weight:88 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins. [P] BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 4-11-8 oc bracing. WEBS 2 X 4 SYP No.3*Except* W3 2 X 4 SYP No.2 WEDGE Left:2 X 6 SYP No.2,Right:2 X 6 SVP No.2 REACTIONS (Ib/size) 1=3639/0-4-5(input: 0-3-8),5=3750/0-4-7(input: 0-3-8) Max Horz 1=-200(LC 3) Max Upliftl=-2251(LC 5),5=-2321(LC 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-5106/3128,2-3=-3545/2217,3-4=-3547/2218,4-5=-5241/3215 BOT CHORD 1-9=-2708/4358,9-10=-2708/4358,8-10=-2708/4358,8-11=-2708/4358,11-12=-2708/4358,7-12=-2708/4358,7-13=-2701/4479,6-13=-2701/4479,6-14=-2701/4479, 14-15=-2701/4479,5-15=-2701/4479 WEBS 2-8=-956/1563,2-7=-1635/1107,3-7=-2088/3322,4-7=-1782/1202,4-6=-1047/1705 JOINT STRESS INDEX 1=0.71,1=0.59,2=0.72,3=0.71,4=0.72,5=0.59,5=0.59,6=0.41,7=0.62 and 8=0.41 NOTES (10-11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category II;Exp C;enclosed;MWFRS; Lumber DOL=1.60 plate grip DOL=1.60. 3)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)All plates are MT20 plates unless otherwise indicated. 5)WARNING:Required bearing size at joint(s)1,5 greater than input bearing size. 6)All bearings are assumed to be SYP No.2 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2251 Ib uplift at joint 1 and 2321 Ib uplift at joint 5. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)807 Ib down and 513 Ib up at 0-7-12,807 Ib down and 513 Ib up at 2-7-12,807 Ib down and 513 Ib up at 4-7-12,807 Ib down and 513 Ib up at 6-7-12,807 Ib down and 513 Ib up at 8-7-12,807 Ib down and 513 Ib up at 10-7-12,and 807 Ib down and 513 Ib up at 12-7-12,and 802 Ib down and 509 Ib up at 14-0-4 on bottom chord. The design/selection of such connection devices)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 11)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-5=-54,1-5=-10 Concentrated Loads(lb) i Vert:6=-807(B)9=-807(B)10=-807(B)11=-807(B)12=-607(B)13=-a07(B)14=-807(B)15=-802(8) 1 s Job Truss Truss Type City PlyBUDNICK RESIDENCE BUDNICK T50 ROOFTRUSS 1 1 Job Reference o tional 19-7-0 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17y1JL-PV2 2008 Page 1 -1-4-0 3-8-12 7-0-0 17-11-0 11-2-4 , 14-11-0 1 16-3-0 1-4-0 3-8-12 3-3-4 0-11-0 3-3-4 3-8-12 1-4-0 Sok=1300 4�= 4x5= 4 5 WC 2NG 7.00IiT W2 W2 B 3 1 W 7 2 B 1 10 9 3N- 3M= 416= 19-7-0 19-7-0 r 7-0-0 7-11-0, 14-11-0 7-0-0 0-11-0 7-0-0 Plate Offsets(X Y) [4:0-2-12,0-2-01,15:D-2-12,0-2-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.05 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vart(TL) -0.09 7-9 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:76 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=552/0-3-8,7=552/0-3-8 Max Horz 2=-1 90(LC 4) Max Uplift2=-358(LC 6),7=-358(LC 7) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/37,2-3=-701/626,3-4=-523/514,4-5=415/516,5-6=-523/514,6-7=-701/626,7-8=0/37 BOT CHORD 2-10=-348t555.9-10=-121/415,7-9=-348/555 WEBS 3-10=-184/269,4-10=-109/156,5-9=-109/156,6-9=-184/269 JOINT STRESS INDEX 2=0.40,3=0.15,4=0.50,5=0.50,6=0.15,7=0.40,9=0.17 and 10=0.17 NOTES (7-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category II;Exp C;enclosed;MWFRS and C-C Extedor(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 358 Ib uplift at joint 2 and 358 Ib uplift at joint 7. 7)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including SCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Oty Ply BUDNICKRESIDENCE BUDNICK T48 ROOF TRUSS 1 3 Job Reference(optional) -- 7.000 a May 29 2007 MiTek industries,Inc. Mon Nov 17 14:54:39 2008 rage 2 LOAD CASE(S)Standard Concentrated Loads(lb) Ven:10=-172(B)13=-176(8)9=176(B)14=-172(B)15=-172(B)16=-172(B)17=-172(B)18=-172(B) Job Truss Truss Type Qty Ply BUDNICK RESIDENCE BUDNICK T47 ROOF TRUSS 1 1 Job Reference(optional) 19-7-0 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 14:54:32 200qGP-M 1 3-10-10 8-0-0 12-11-8 17-11-0 22-0-6 25-11-0 3-10-10 4-1-6 4-11-8 4-11-8 4-1-6 3-10-10 S-W•1.Q9 54= 3 = 5a= 3 4 5 12 1 12 Ni W2 W2 1 7.00 12 � np A 01 01 B 2 Id 3p= M12\1 W21/ 3M= 10 9 B 3.1= 4b= 3M= 7 1 19-7-0 19-7-0 3-10-10 8-0-0 17-11-0 X22-0-6 25-11-0 3-10-10 4-1-6 9-11-0 4-1-6 3-10-10 Plate Offsets(X Y) [2:0-3-12,0-M],[2 0-3-12 Edge] [3:0-4-12,0-2-121,[5:0-4-120-2-12] [6:0-3-12 Edge] [6:0-3-12,0-0-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.69 6-8 >444 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.72 6-8 >424 180 BCLL 10.0 Rep Stress Incr YES WB 0.13 HOR(TL) 0.73 7 n/a n/a BCDL 5.0 Code FBC2004lrP12002 (Matrix) Weight:179 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP DSS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. (P] BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 6-0-7 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 6 SYP DSS LBR SCAB 1-3 2 X 6 SYP DSS one side 5-7 2 X 6 SYP DSS one side WEDGE Left:2 X 6 SYP No.2,Right:2 X 6 SYP No.2 REACTIONS (lb/size) 1=820/0-5-8,7=820/0-5-8 Max Horz 1=-211(LC 4) Max Upliftl=-395(LC 5),7=-395(LC 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-382/396,2-11=-2040/1815,3-11=-1947/1831,3-4=-1923/1855,4-5=-1923/1855,5-12=-1947/1831,6-12=-2040/1815,6-7=-382/396 BOT CHORD 2-10=-1509/1901,9-10=-1689/2004,8-9=-1689/2004,6-8=-1509/1901 WEBS 3-10=-247/381,4-10=-255/429,4-8=-255/398,5-8=-247/381 JOINT STRESS INDEX 1=0.00,2=0.69,2=0.33,3=0.71,4=0.48,5=0.71,6=0.69,6=0.33,7=0.00,8=0.48,9=0.54 and 10=0.48 NOTES (10.11) 1)Attached 9-5-5 scab 1 to 3,front face(s)2 X 6 SYP DSS with 2 row(s)of 10d(0.148"x3")nails spaced 9'o.c.except:starting at 3-5-3 from end at joint 1,nail 2 row(s)at 4 o.c.for 2-M. 2)Attached 9-5-5 scab 5 to 7,front face(s)2 X 6 SYP DSS with 2 row(s)of 1 Od(0.148"x3")nails spaced 9"o.c-except:starting at 3-9-15 from and at joint 5,nail 2 row(s)at 4 o.c.for 2-". 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category II;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 5)Provide adequate drainage to prevent water ponding. 6)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)All bearings are assumed to be SYP No.2 8)Bearing atjoint(s)1,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 395 Ib uplift at joint 1 and 395 Ib uplift at joint 7. 10)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 11)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If SCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply BUDNICK RESIDENCE BUDNICK T45 ROOF TRUSS 1 1 Job Reference(optional) 19-7-0 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 14:54:18 200ggPy"i 3-10-10 7-11-5 12-0-0 13-11-0 17-11-11 22-0-6 25-11-0 3-10-10 4-0-11 4-0-11 1-11-0 4-0-11 4-0-11 3-10-10 S w•iQ9 5.9= 5.5= 4 S 14 13 L 1 dtV'i'� 4<13 4 4.5 I e I 0o u of W2of 7 An e W= 9.11\\ 9.12// Iu= 12 11 10 9 2"11 4.5= 7.9= 9 1 19-7-0 19-7-0 3-10-10 12-0-0 13-11-0 22-0-6 25-11-0 3-10-10 8-1-6 1-11-0 8-1-6 3-10-10 Plate Offsets(X Y) [2:0-0-0,0-0-12],[2:0-3-12,Edge] [4:0-6-00-2-41 [5 0-2-8 0-2-1] p'Edne 0-5-2] [/:0-6-0 Edgel [10:0-3-0,0-4-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.66 2-12 >463 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.72 2-12 >427 180 BCLL 10.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.73 8 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:221 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP DSS'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [P] T2 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-7 oc bracing. BOT CHORD 2 X 6 SYP DSS WEBS 2 X 4 SYP No.3 OTHERS 2 X 6 SYP DSS LBR SCAB 14 2 X 6 SYP DSS one side 5-8 2 X 6 SYP DSS one side WEDGE Left:2 X 6 SYP No.2,Right:2 X 6 SYP No.2 REACTIONS (lb/size) 1=820/0-5-8,8=820/0-5-8 Max Horz 1=-324(LC 4) Max Upli tl=404(LC 6),8=-423(LC 7) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-382/384,2-3=-2098/1834,3-13=-1283/1200,4-13=-1184/1216,4-5=-1056/1122,5-14=-1216/1246,6-14=-1318/1231, 6-7=-2093/1830,7-8=-382/384 BOT CHORD 2-12=-1505/1950,11-12=-1505/1950,10-11=-588/1025,9-10=-1501/1946,7-9=-1501/1946 WEBS 3-11=-1094/1082,4-11=466/508,4-10=-159/157,5-10=450/495,6-10=-1050/1041,3-12=-255/366,6-9=-241/349 JOINT STRESS INDEX 1=0.00,2=0.71,2=0.32,3=0.37,4=0.32,5=0.43,6=0.37,7=0.71,7=0.32,8=0.00,9=0.34,10=0.39,11=0.40 and 12=0.34 NOTES (10-11) 1)Attached 14-0-14 scab 1 to 4,front face(s)2 X 6 SYP DSS with 2 row(s)of 10d(0.148"x3")nails spaced 9"o.c.ex apt:starting at 3-5-3 from end at joint 1,nail 2 row(s)at 4 o.c.for 2-". 2)Attached 14-0-14 scab 5 to 8,front face(s)2 X 6 SYP DSS with 2 row(s)of 10d(0.148"x3")nails spaced 9"o.c.except:starting at 8-5-8 from end at joint 5,nail 2 row(s)at 4 o.c.for 2-0-0. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category II;Exp C;enclosed;MWFRS and C-C Extedor(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 5)Provide adequate drainage to prevent water ponding. 6)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)All bearings are assumed to be SYP No.2 8)Bearing at joint(s)1,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 404 Ib uplift at joint 1 and 423 Ib uplift at joint 8. 10)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 11)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Jab Truss Truss Type Qty Ply BUDNICK RESIDENCE , BUDNICK T44 ROOF TRUSS 4 1 Job Reference(optional) � 19-7-0 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 14:54:10 2008 fjWlo -1-4-0 7-6-0 12-11-8 18-5-0 25-11-0 1-4-0 7-6-0 5-5-8 5-5-8 7-6-0 sw�-1:4s.r 4.0= 4 7m f1'F Sall 2M 11 3 W2 5 Ni 8 2 9"- 10 B 11 7 4a i 4.5= !M= 1x5 19-7-0 19-7-0 7-6-0 18-5-0 25-11-0 7-6-0 10-11-0 7-6-0 Plate Offsets(X Y) [2'0-2-15 0-2-0] [3'0-4-0 0-3-0] [6 0-2-15 0-2-0] p 0-3-8 0-3-0] [9 0-3-0 0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl LJd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.26 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.35 7-9 >865 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.03 6 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:146 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins. [P] BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-7 REACTIONS (lb/size) 6=998/Mechanical,2=1092/0-5-8 Max Horz2=375(LC 5) Max Upli%=-413(LC 7),2=-543(LC 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/41,2-3=-1747/1100,3-4=-1705/1393,4-5=-1724/1441,5-6=-1757/1127 BOT CHORD 2-9=-777/1413,9-10=-377/908,8-10=-377/908.8-11=-377/908,7-11=-377/906,6-7=-799/1421 WEBS 3-9=-330/557,4-9=-641/850,4-7=-705/879,5-7=-339/571 JOINT STRESS INDEX 2=0.60,3=0.69,4=0.48,5=0.34,6=0.60,7=0.62,8=0.61 and 9=0.62 NOTES (7-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 1-0-0 tall by 6-0-0 wide will fit between the bottom chord and any other members. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 413 Ib uplift at joint 6 and 543 Ib uplift at joint 2. 7)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 9)Use SIMPSON HUS26 to attach truss to girder. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply BUDNICK RESIDENCE BUDNICK T43 ROOF TRUSS 3 1 Job Reference o tionel 19.7.0 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 14:"l*-V08 Page 1 -1-4-0, 7-3-8 12-11-8 14-11 18-9-0 25-11-0 27-3-0, 1-4-0 7-3-8 5-8-0 1-2-0 4-7-8 7-2-0 1-4-0 scab•19 9x12 WT20HII 5 7.00 FlT 64 G 4 8 a W4 10 So= 7 +vy 1 .00 r1'F 9 9x12 34� 8x12 19-7-0 19-7-0 7-3-8 14-1-8 25-11-0 7-3-8 6-10-0 11-9-8 Plate Offsets(X Y) r2:0-0-14,0-M],[4:0-4-0Edge] [5:0-3-1 Edgel [6:0-4-0,0-3-41,[7:0-3-13,Edge] [9:0-7-0,G-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.39 7-9 >779 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.75 7-9 >407 180 MT20H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.60 Horc(TL) 0.22 7 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:124 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc pudins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-12 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-10 REACTIONS (lb/size) 2=905/0-5-8,7=904/0-5-8 Max Horz2=-353(LC 4) Max Uplift2=-542(LC 6),7=-542(LC 7) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/35,2-3=-2584/1972,3-4=-2530/2244,4-5=-2527/2269,5-6=-959/984,6-7=-1244/1101,7-8=0/38 BOT CHORD 2-10=-1517/2240.9-10=-3021777.7-9=-687/988 WEBS 3-10=-307/526,5-10=-1562/1875,5-9=-246/240,6-9=-338/509 JOINT STRESS INDEX 2=0.62,3=0.00,4=0.74,5=0.79,6=0.70,7=0.32,9=0.72 and 10=0.80 NOTES (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category 11;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)All plates are MT20 plates unless otherwise indicated. 5)All bearings are assumed to be SYP No.2 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 542 Ib uplift at joint 2 and 542 Ib uplift at joint 7. 8)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 9)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type City Ply BUDNICK RESIDENCE BUDNICK T41 ROOF TRUSS 1 Z Job Reference(optional) 7.000 a May 29 2007 MiTek Industries,"Jpon Nov 17 14:54:00 2008 Page 1 1-1-4-8, 3-11-8 7-2-8 10-5-8 14-11-0 1 -6r0 19-6-0 rr- 1-4-8 3-11-8 3-3-0 3-3-0 4-5-8 0-7-0 4-0-0 5.6 11 5 T4 3 12 13 14 4 100 r1'F 1. 7.6 i 2 W We 1 W4 W2 d B1 B2 9-42 10 15 16 9 B -1-2 6.12 II 10.12= 10.12= 7.6= 6.12 II r 3-11-8 7-2-8 10-5-8 14-11-0 15-6r0 19-6-0 3-11-8 3-3-0 3-3-0 4-5-8 0-7-0 4-0-0 Plate Offsets(X Y) [3:0-5-4,0-3-81,[7:0-9-4,0-3-01,[9:0-6-0,0-5-12],[10:0-3-8,0-5-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.16 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.16 7-9 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.94 Horc(TL) -0.01 7 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:528 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end [P] BOT CHORD 2 X 12 SYP No.2 verticals. WEBS 2 X 4 SYP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. W1 2 X 6 SYP No.2,W7 2 X 4 SYP No.2,W6 2 X 4 SVP No.2,W5 2 X 6 SYP No.2 WEBS 1 Row at midpt 4-9,2-11,2-10,6-7,5-7,5-9 REACTIONS (Ib/size) 11=6728/0-4-0(input: 0-3-8),7=6582/0-3-14(input: 0-3-8) Max Harz 11=524(LC 4) Max Upliftl 1=-8382(LC 3),7=-6354(LC 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0147,2-3=-3239/4261,3-12=-3978/4647,12-13=-3978/4647,13-14=-3978/4647,4-14=-3978/4647,4-5=-5068/5720,5-6=-338/344,2-11=-6056/7852,6-7=-594/497 BOT CHORD 10-11=-458/97,10-15=3506/2569,15-16=-3506/2569,9-16=-3506/2569,8-9=-1813/1716,7-8=-1813/1716 WEBS 3-10=-2274/1031,3-9=-1765/2330,4-9=-4162/4205,2-10=-6457/4731,5-7=-4787/5081,5-9=-7036/5818 JOINT STRESS INDEX 2=0.73,3=0.72,4=0.74,5=0.71,6=0.50,7=0.67,8=0.42,9=0.53,10=0.43 and 11=0.79 NOTES (11-12) 1)2-ply truss to be connected together with 10d(0.148'x3")nails as follows: Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc,2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 12-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-941 oc,2 X 6-2 rows at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-02;120mph(3-second gust);h=3Dft;TCDL=4.2psf;BCDL=3.0psf,Category ll;Exp B;partially;MWFRS;end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide adequate drainage to prevent water ponding. 6)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)WARNING:Required bearing size at joint(s)11,7 greater than input bearing size. 8)All bearings are assumed to be SYP No.2 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 8382 Ib uplift at joint 11 and 6354 Ib uplift at joint 7. 10)Hanger(s)or other connection devices)shall be provided sufficient to support concentrated load(s)113 Ib down and 162 Ib up at 4-0-0,62 Ib down and 97 Ib up at 6-0-12,and 62 Ib down and 97 Ib up at 8-0-12,and 62 Ib down and 97 Ib up at 10-0-12 on top chord,and 105 Ib down and 2478 Ib up at 4-0-0,44 Ib down and 717 Ib up at 6-0-12,and 44 Ib down and 717 Ib up at 8-0-12,and 44 Ib down and 717 Ib up at 10-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 12)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If SCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(ptf) Vert:1-2=-54,2-3=-324(8=-270),3-4=-324(B=-270),4-5=-324(8=-270),5-6=-324(B=-270),7-11=-360(B=-350) Concentrated Loads(lb) Vert:3=-33(F)10=-14(F)9=-8(F)12=-22(F)13=-22(F)14=-22(F)15=-8(F)16=-8(F) Job Truss Truss Type Qty Ply BUDNICK RESIDENCE BUDNICK T39 ROOF TRUSS 1 Job Reference optional) � 9-1-2 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 14: Page 1 -1-4-8 4-8-0 11-11-8 19-3-0 23-11-0 25-3-8 1-4-8 4-8-0 7-3-8 7-3-8 4-8-0 1-4-8 Sm."1:455 7.5= 3.8 II 7.6= 3 4 5 7.00 12 7.5 i 7a 2 8 7 1 VJ4 YY4 WI N2 w2 w1 B1 ff11AA p�'' 12 11 10 810.12= �.1`44a,n a 10.12= 6d2= 7.8 4-8-0 11-11-8 + 19-3-0 23-11-0 4-8-0 7-3-8 7-3-8 4-8-0 Plate Offsets(X Y):[3:0-5-4,0-3-81,[5:0-5-4,0-3-81,[8:0-9-8,0-2-01,[9:0-3-8 0-5-12] [11:0-6-0 0-5-12] [12:0-3-8 0-5-121 [13:0-9-8,0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.13 11 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.16 11 >999 180 MT20H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.93 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:594 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end [P] BOT CHORD 2 X 12 SYP No.2 verticals. WEBS 2 X 4 SYP No.3"Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W1 2 X 6 SYP No.2,W1 2 X 6 SYP No.2 WEBS 1 Row at midpt 2-13,6-8.3-11,5-11 REACTIONS (lb/size) 13=8116/0-4-13(input: 0-3-8),8=8116/0-1-13(input: 0-3-8) Max Hoa 13=-381(LC 3) Max Uplift13=-6125(LC 3),8=-6125(LC 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47,2-3=-4454/3533,3-4=-5545/4414,4-5=-5545/4414,5-6=-4454/3534,6-7=0/47,2-13=-7452/5659,6-8=-7452/5660 BOT CHORD 12-13=-318/290,11-12=-2869/3551,10-11=-2734/3551,9-10=-2734/3551,8-9=-91/124 WEBS 3-12=-2290/1825,5-9=-2290/1827,2-12=-4490/5818,6-9=-4490/5818,3-11=-2521/3141,4-11=-2459/2016,5-11=-2523/3141 JOINT STRESS INDEX 2=0.75,3=0.71,4=0.33,5=0.71,6=0.75,8=0.79,9=0.46,10=0.48,11=0.74,12=0.46 and 13=0.79 NOTES (11-12) 1)2-ply truss to be connected together with 1 Od(0.148"x3")nails as follows: Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 12-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except N noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category ll;Exp B;partially;MWFRS;end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide adequate drainage to prevent water ponding. 6)"This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)All plates are MT20 plates unless otherwise indicated. 8)WARNING:Required bearing size at joint(s)13,8 greater than input bearing size. 9)All bearings are assumed to be SYP No.2 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6125 Ib uplift at joint 13 and 6125 Ib uplift at joint 8. 11)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 12)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If SCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-324(F=-270),3-5=-324(F=-270),5-6=-324(F=-270),6-7=-54,8-13=-360(F=-350) Job Truss Truss Type Icity Ply BUDNICK RESIDENCE (BUD NICK T37 ROOFTRUSS 4 1 Job Reference o tional 10-1-2 7.000e May 29 2007 MiTek Industries,Inc. Mon N .53:50 2008 Paget -1-4-8 3-7-14 7-3-8 10-11-3 14-7-0 1511-8 14-8 3-7-14 3-7-11 3-7-10 3-7-13 1-4-8 sal.-,a,-2 so= 7.e0r1i aw. 3.0,1 e D W/ 3011 ]M II e t w, w, t o -2 4.5= 7-3-8 14-7-0 7-3-8 7-3-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.04 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.22 Vert(TL) -0.07 9-10 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:97 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 8=543/0-3-8,10=543/0-3-8 Max Horz 10=-336(LC 4) Max Upli'tB=-340(LC 7),10=-340(LC 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/43,2-3=-77/264,3-4=-355/486,4-5=-355/486,5-6=-77/264,6-7=0/43,2-10=-195/421,6-8=-195/421 BOT CHORD 9-10=-254/275,8-9=-65/275 WEBS 3-9=-92/189,4-9=-218/173,5-9=-92/190,3-10=-407/257,5-8=-407/257 JOINT STRESS INDEX 2=0.33,3=0.17,4=0.48,5=0.17,6=0.33,8=0.40,9=0.15 and 10=0.40 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed,MWFRS and C-C Exterior(2)zone, end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)All bearings are assumed to be SYP No.2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 340 Ib uplift at joint 8 and 340 Ib uplift at joint 10. 6)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type City Ply BUDNICK RESIDENCE , BUDNICK T35 ROOFTRUSS 1 1 Job Reference o tionel 10-1-2 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 14:53:48 2008 PPge1l2 3-10-11 7-0-0 3-10-11 3-1-5 au1.•t:n.e 2 2.4 li 3.00 W1 T1 1 e1 115= 3M= 1 5 8 3 1a1-2 240-1-2 3-10-11 7-0-0 3-10-11 3-1-5 Plate Offsets(X Y) 11:0-5-3,0-0-2] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.11 1-3 >747 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.20 1-3 >403 180 BCLL 10.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:29 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. (P] BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1=430/0-5-8,3=711/Mechanical Max Horz1=89(LC 3) Max Upliiff1=-183(LC 3),3=-405(LC 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-48/30 BOT CHORD 1-4=0/0,4-5=0/0,5-6=0/0,3-6=0/0 WEBS 2-3=-160/134 JOINT STRESS INDEX 1=0.50,1=0.00,2=0.07 and 3=0.08 NOTES (7-9) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ff;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS; Lumber DOL=1.60 plate grip DOL=1.60. 2)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)All bearings are assumed to be SVP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 183 Ib uplift at joint 1 and 405 Ib uplift at joint 3. 5)Hangers)or other connection device(s)shall be provided sufficient to support concentrated load(s)94 Ib down at 1-6-12,and 73 Ib down at 3-6-12, and 551 Ib down and 328 Ib up at 5-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 9)Use SIMPSON HUS26 to attach truss to girder. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,1-3=-10 Concentrated Loads(lb) Vert:4=-94(F)5=-73(F)6=-551(F) True House Apex Technology SITE INFORMATION Apex Technology is a fictitous name owned by lax Apex Technology Inc.,a Florida Corporation.Florida Engineer Business 370 12th STREET,JACKSONVILLE BEACH No.7547-4745 Sutton Park Court.Suite 402 Jacksonville.Fl.32224 904-821-5200 BUILDING DESIGNER The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed above and attached. The suitability and use of each drawing for any Tony Byatt particular building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 Section 2 2455 South Third Street Jacksonville Beach, Fl.32250 With my seal affixed to this sheet,l hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 61G15-31.003 of the Florida Board of Professional Engineers WIND LOADING(Cd=1.6) ROOF LOADING(Cd=1.25) FLOOR LOADING(Cd=1.0) MWFRS/C-C Hybrid Wind ASCE 7-02 TCLL 20.000 TCLL 40.000 120 MPH(3 second gust) TCDL 7.000 TCDL 10.000 Exposure C BCLL 10.000 BCLL 0.000 Enclosed Structure:(0.18) BCDL 5.000 BCDL 5.000 Occupancy Category II Mean Roof Height=30.000 FBC2004/TPI2002 Design Program:Mitek 20/20 v 7.0 This package includes 95 truss design drawings with individual date of design NO JOB ID TRUSS ID DATE NO JOB ID TRUSS ID DATE NO JOB ID TRUSS ID DATE It 1 BUDNICK FG1 11/17/... 29 BUDNICK J07 11/17/... 57 BUDNICK T16 11/17/... 2 BUDNICK FG2 11/17/... 30 BUDNICK JOB 11/17/... 58 BUDNICK T17 11/17/... 3 BUDNICK FG3 11/17/... 31 BUDNICK J09 11/17/... 59 BUDNICK T18 11/17/... 4 BUDNICK FG4 11/17/... 32 BUDNICK J10 11/17/... 60 BUDNICK T19 11/17/... 5 BUDNICK FG5 11/17/... 33 BUDNICK J11 11/17/... 61 BUDNICK T20 11/17/... 6 BUDNICK FG6 11/17/... 34 BUDNICK J33 11/17/... 62 BUDNICK T21 11/17/... 7 BUDNICK GE01 11/17/... 35 BUDNICK J35 11/17/... 63 BUDNICK T23 11/17/... 8 BUDNICK GE02 11/17/... 36 BUDNICK J37 11/17/... 64 BUDNICK T24 11/17/... 9 BUDNICK GE03 11/17/... 37 BUDNICK J71 11/17/... rBUDNICK T25 11/17/... 10 BUDNICK GE04 11/17/... 38 BUDNICK J72 11/17/... T26 11/17/... 11 BUDNICK GE05 11/17/... 39 BUDNICK J73 11/17/... T27 11/17/... 12 BUDNICK GE06 11/17/... 40 BUDNICK J74 11/17/... T28 11/17/... 13 BUDNICK GE07 11/17/... 41 BUDNICK J75 11/17/... T29 11/17/... 14 BUDNICK HJ01 11/17/... 42 BUDNICK TO1 11/17/... 70 BUDNICK T30 11/17/... 15 BUDNICK HJ02 11/17/... 43 BUDNICK T03 11/17/... 71 BUDNICK T31 11/17/... 16 BUDNICK HJ03 11/17/... 44 BUDNICK T04 11/17/... 72 BUDNICK T32 11/17/... 17 BUDNICK HJ04 11/17/... 45 BUDNICK T05 11/17/... 73 BUDNICK T33 11/17/... 18 BUDNICK HJ05 11/17/... 46 BUDNICK T06 11/17/... 74 BUDNICK T34 11/17/... 19 BUDNICK HJ06 11/17/... 47 BUDNICK T07 11/17/... 75 BUDNICK T35 11/17/... 20 BUDNICK HJ07 11/17/... 48 BUDNICK T07A 11/17/... 76 BUDNICK T36 11/17/... 21 BUDNICK HJ72 11/17/... 49 BUDNICK TOB 11/17/... 22 BUDNICK HJ74 11/17/... 50 BUDNICK T09 11/17/... 23 BUDNICK HJ75 11/17/... 51 BUDNICK T10 11/17/... 24 BUDNICK JO1 11/17/... 52 BUDNICK T11 11/17/... 25 BUDNICK J02 11/17/... 53 BUDNICK T12 11/17/... 26 BUDNICK J03 11/17/... 54 BUDNICK T13 11/17/... 27 BUDNICK J04 11/17/... 55 BUDNICK T14 11/17/... Michae .Kozlowski PE No 839 28 BUDNICK J05 11/17/... 56 BUDNICK T15 11/17/... 11/19/2008 BUDNICK TRUSS ID SPAN O.C. REACTION AND UPLIFT SUMMARY BRG 5 BRG 2 FG 1 6-11-8 24" 1634 591 -193 -370 BRG 8 JBRG 5 FG2 11-6-8 24" 1731 1730 0 10 BRG 8 BRG 13 FG3 12-2-0 24" 1677 8344 0 0 BRG 10 BRG 6 BRG 8 BRG 7 FG4 14-8-0 24" 1047 289 2344 1153 0 0 0 0 BRG 12 JBRG 7 FG5 11-6-8 24" 4278 3965 0 10 BRG 9 BRG 2 BRG 12 FG6 16-0-0 24" 1971 606 3103 -181 -547 -1170 GE01 14-11-0 24" CONTINUOUS BEARING GABLE BRG 2 BRG 8 BRG BRG BRG BRG BRG 10 11 13 14 12 G E02 23-9-0 24" 159 473 29 73 71 130 858 -119 -395 -10 0 -39 -85 -988 GE03 7-0-0 24" CONTINUOUS BEARING GABLE GE04 14-7-0 24" CONTINUOUS BEARING GABLE GE05 11-9-8 24" CONTINUOUS BEARING GABLE BRG 2 BRG 9 G E06 25-11-0 24" 903 903 -864 -864 The reactions and uplifts shown on this sheet are for reference only. Refer to shop drawings for additional information BUDNICK TRUSS ID SPAN O.C. REACTION AND UPLIFT SUMMARY BRG 4 BRG 2 BRG 5 J02 5-0-0 24" 87 254 61 -138 -275 -44 BRG 4 BRG 2 BRG 5 J03 7-0-0 24" 137 314 90 -225 -301 -56 BRG 5 BRG 2 BRG 4 J04 6-5-0 24" 186 123 102 -74 -216 -77 BRG 4 BRG 2 BRG 5 J05 2-6-0 24" 44 176 37 -96 -255 -53 BRG 2 BRG 5 BRG 4 J07 2-0-0 24" 166 30 31 -205 0 -65 BRG 4 BRG 2 BRG 5 J08 4-0-0 24" 93 216 59 -182 -216 0 BRG 1 BRG 4-- J09 2-3-5 24" 183 1182 -100 -249 BRG 5 BRG 4 BRG 3 J 10 1-11-8 24" 837 424 164 -422 -1266 -4 BRG 5 BRG 4 BRG 3 J11 3-11-8 24" 441 207 76 -211 -716 -116 BRG 3 BRG 2 BRG 4 J33 3-0-0 24" 53 193 42 -61 -331 -50 I BRG 3 BRG 2 BRG 4 J35 5-0-0 24" 116 248 72 -152 -413 -86 BRG 4 BRG 2 BRG 5 J37 7-0-0 24" 64 311 140 -89 -511 -259 The reactions and uplifts shown on this sheet are for reference only. Refer to shop drawings for additional information BUDNICK TRUSS ID SPAN O.C. REACTION AND UPLIFT SUMMARY BRG 2 BRG 7 T08 13-4-8 24" 468 453 -254 -353 BRG 2 BRG 7 T09 13-4-8 24" 456 465 -276 -291 BRG 2 BRG 6 T10 13-4-8 24" 458 462 -298 -277 BRG 2 BRG 6 T11 13-4-8 24" 457 1463 -302 -281 BRG 2 BRG 10 T12 23-10-0 24" 1194 902 -795 -720 BRG 1 BRG 3 T13 4-0-0 24" 859 1437 -281 -202 BRG 1 BRG 7 T14 18-10-15 24" 547 645 -148 -581 BRG 1 BRG 8 T15 18-10-15 24" 537 644 -172 -517 BRG 2 BRG 7 T16 18-10-0 24" 630 1639 -336 -438 BRG 2 BRG 9 T17 18-10-0 24" 631 639 -360 -379 BRG 2 BRG 9 T18 18-10-0 24" 631 639 -374 -383 BRG 2 BRG 9 T19 18-10-0 24" 631 639 -380 -385 The reactions and uplifts shown on this sheet are for reference only. Refer to shop drawings for additional information BUDNICK TRUSS ID SPAN O.C. REACTION AND UPLIFT SUMMARY BRG 1 BRG 6 BRG 9 T33 17-8-0 24" 104 454 564 0 -300 -375 BRG 1 BRG 6 BRG 8 T34 17-8-0 24" 88 449 590 -5 -282 -420 BRG 1 BRG 3 T35 7-0-0 24" 430 711 -183 -405 BRG 6 BRG 8 T36 14-0-8 24" 435 531 -218 -323 BRG 8 BRG 10 T37 14-7-0 24" 543 543 -340 -340 BRG 10 JBRG 7 T38 14-0-8 24" 2208 1399 -1446 -855 BRG 13 JBRG 8 T39 23-11-0 24" 8116 18116 -6125 -6125 BRG 14 BRG 9 T40 23-11-0 24" 992 992 -5874 -5880 BRG 11 IBRG 7 T41 19-6-0 24" 6728 6582 -8382 -6354 BRG 2 JBRG 6 T42 10-0-0 24" 291 291 -301 -301 BRG 2 BRG 7 T43 25-11-0 24" 905 904 -542 -542 BRG 7 BRG 2 T43A 25-11-0 24" 818 913 -417 -545 The reactions and uplifts shown on this sheet are for reference only. Refer to shop drawings for additional information 1 CnHOD --I ddrn MCil O � w ayrow z "a Z ' t~ ' z zt7l n o0 r w' () rn0 'ad � O Gj0 til Cl C > t_j 00 til� w '--' H tm � O ptz zd g ° � � a � nC) 0o � c� zd x1 zmro a Cnby H t7 O L] LTJ Cbz!-3 `dLzJ INN � 'pin o m � �7 zn x � trJCn � z �- x d LTJ O 20 n d C LTJ H HO 47 O � Cn Cn 't t�rJ � Q p 'n ' t=jH y tb 0_ o�° � y � d o � d � x � a tz rna "� z t�lJr y z � t7H � � - � HZ �K c `dEEnm � t�7C t-3 AD �rJtiJ -3H tz d � � '� d � � -xj z 4� `Z In tn � �� n > x til tz -3 z t� z � o Mao M d � CA a � � d � C t nz � � a t� rn 9 C7 `C7 t7 "'3 C17 CA o z 'TJ t" - Cn o > o o � Qt7 t7 � � tz r �Oq y � x CrJ T1Q trJ z C tm � � z x m Oz zW � M ~ OC t7C p xJ -3 -3t7 'x � p z dp trJ � HO y 'ddd � HM tz1] � Z xz H t-j CMZ 3 > [ Z d d cn0 t7 �z h10n z M . 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I ZO O I z � °'� . z • O r7 ry Cd t7 ry z z O 00 r dtv tz m tz tz a - tz m � C0mmzz Cozmuoz O O mtz � xr � "t7 TJ47 adz C] n n z � O a zCZ/I ,@4ZZpH 9 k trJ �y t C7 d OVjN Q • t� m6 z N.- dd zx � p9 � � -=3 —Z� t" CrJ � C” -3m ('1 — Z d nog C'7 ,O� y -3 z MyCd y0 Z0� -3 -3 cn cn e z � -3 AD a > motz i tclr co Z ;L Ito azo lI-I ~ Z0 `" do k t7 PO W K t7 N ; 1-3 zv -3 � o vn0 AXI: � cn nya a � " a> � 4� y _ IQ rr O O a y dry � � � n r� z � � = � � 3> r 0 XK Big �7 4 m z z s z 0 d td W � z �-3 ro r"t tz INIo -3 � � C n tCAD ' Z z z � � o dC � m� s� o C o � x OQ o Z cn z s eu � g � ti �a l�� -4 O H lV e Jp p� eu R ob z b o p �r � • ' ,a� e4l co AV � z � ddb Cbz roo � z • n � x Job Truss Truss Type Qty Ply BUDNICK RESIDENCE BUDNICK FG2 FLOOR 1 2 Job Reference(optional) r 10-1-2 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 14.50:26 200+�jl;2 1 3-10-12 7-7-12 11-6-8 3-10-12 3-9-0 3-10-12 scam•1'19.8 94= 2 W II 3 5x9= 3x9 II T1 W1 w1 91 Li 10 92.4 II 11 4.5 11 5.5 10-1-2 10-1-2 3-10-12 7-7-12 11 6 8 3-10-12 3-9-0 3-10-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.83 Vert(LL) -0.07 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.21 6-7 >648 180 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(TL) 0.03 5 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:109 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 8=1731/Mechanical,5=1730/0-5-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-8=-1549/0,1-2=-4373/0,2-3=-4373/0,3-4=-552/0,4-5=-487/0 BOT CHORD 8-9=0/558,7-9=0/558,7-10=0/4379, -9=0/558,7-9=0/558,7-10=0/4379,6-10=0/4379,6-11=0/4379,5-11=0/4379 WEBS 1-7=0/3960,2-7=-810/0,3-7=-6/0,3-6=0/251,3-5=-3972/0 JOINT STRESS INDEX 1=0.52,2=0.18,3=0.61,4=0.51,5=0.76,6=0.11,7=0.65 and 8=0.46 NOTES (8-10) 1)2-ply truss to be connected together with 10d(0.148"x3")nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Pty to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)This truss is not designed to be used as a floor truss. 4)All bearings are assumed to be SYP No.2 5)Load case(s)1 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 6)Recommend 2x6 strongback5,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)150 Ib down at 1-9-0,150 Ib down at 3-9-0,150 Ib down at 5-90,and 150 Ib down at 7-9-0,and 150 Ib down at 9-9-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 9)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including SCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 10)Use SIMPSON HGUS46 to attach truss to girder. LOAD CASE(S)Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-4=-231,5-8=-10 Concentrated Loads(lb) Vert:7=-150(F)6=-150(F)9=-150(F)10=-150(F)11=-150(F) Job Truss Truss Type �'I' ry Ply BUDNICK RESIDENCE BUDNICK FG3 FLOOR 2 Job Reference o tional 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 14:50:27 2008 Page 2 LOAD CASE(S)Standard Concentrated Loads(lb) Vert:14=-114(F)1=-3750 3=-99(F)4=-31(F)5=-31(F)9=-279(F)6=-345 15=-552 16=-99(F)17=-552 18=-835 19=-196 20=-166 3)2nd unbalanced Floor.Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-120,2-6=-200,6-7=-100,8-14=-10 Concentrated Loads(lb) Vert:14=-114(F)1=-3750 3=-362(F)4=-114(F)5=-114(F)9=-279(F)6=-345 15=-552 16=-362(F)17=-552 18=-835 19=-196 20=-166 4)1st chase Floor;Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-120,2-5=-200,5-6=-120,6-7=-20,8-14=-10 Concentrated Loads(lb) Vert:14=-114(F)1=-3750 3=-362(F)4=-114(F)5=-114(F)9=-279(F)6=-345 15=-552 16=-362(F)17=-552 18=-835 19=-196 20=-166 5)2nd chase Floor.Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-200,24=-120,4-6=-200,6-7=-100,8-14=-10 Concentrated Loads(lb) Vert:14=-114(F)1=-3750 3=-99(F)4=-114(F)5=-114(F)9=-279(F)6=-345 15=-552 16=-99(F)17=-55218=-835 19=-196 20=-166 Job �FG�4 � �FIUO ype City Ply BUDNICK RESIDENCE BUDNICK 1 2 Job Reference(optional r 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 14:50:28 2008 Page 2 LOAD CASE(S)Standard Concentrated Loads(lb) Vert:3=-251 4=-196 11=-16812=196 13=-251 14=-251 15=-251 16=-166 4)3rd unbalanced Floor.Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-200,3-4=-120,4-5=-200,6-10=-10 Concentrated Loads(lb) Vert:3=-251 4=-196 11=16612=19613=-251 14=-251 15=-251 16=166 5)4th unbalanced Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(Plf) Vert:1-3=-120,3-4=-200,4-5=-120,6-10=-10 Concentrated Loads(lb) Vert:3=-251 4=-196 11=-166 12=-196 13=-251 14=-251 15=-251 16=-166 Job Truss Truss Type Qty Ply BUDNICK RESIDENCE BUDNICK FG6 ROOF TRUSS 1 2 Job Reference optional) 10-1-2 10_17 Q00 a May 29 2007 MITek Industries,Inc. Mon Nov 17 14:50:29 2008'p-OLM -1-4-0 4-0-8 7-0-12 9-2-12 12-5-2 16-0-0 1-4-0 4-0-8 3-0-4 2-2-0 3-2-6 3-6-14 &W•1:19A 412= 2.411 2.411 5.3= 12 8.12= 4 5 8 7 15 E 3.00 3 T2 2 B1 Us= �= 11 10 4a= 9 14 13 2X4 II 10.1211 2.4 II 34 II 10-1-2 10-1-2 10-1-2 4-0-8 7-0-12 9-2-12 12-5-2 16-0-0 4-0-8 3-0-4 2-2-0 3-2-6 3-6-14 Plate Offsets MY):[2:0-3-7,0-0-61.[3:0-3-8,0-3-01,(13:0-5-0,0-5-01 LOADING(psf) SPACING 2-0-0 CSI DEF L in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) 0.04 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.04 13-14 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.45 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code FBC2004fTPI2OO2 (Matrix) Weight:182 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end [P) T2 2 X 6 SYP No.2 verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 6 SYP No.2*Except* W5 2 X 8 SYP DSS,W2 2 X 4 SYP No.3,W3 2 X 4 SYP No.3,W4 2 X 4 SYP No.3 W42X4SYP No.3 REACTIONS (lb/size) 9=1963/Mechanical,2=606/0-3-8,12=3103/0-5-8 Max Horz2=82(LC 3) Max Uplift9=-181(1-C 6),2=-547(LC 3),12=-117O(LC 4) Max Grav9=1971(LC 10),2=606(LC 1),12=3103(LC 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21,2-3=-1596/1413,3-4=-1596/1750,4-5=-1596/1749,5-6=-1085/0,6-7=-1085/0,7-15=-1085/0,8-15=-1085/0,8-9=-1737/206 BOT CHORD 2-14=-1381/1524,13-14=-1396/1553,12-13=-1032/673,11-12=-1032/673,10-11=0/1085,9-10=0/880 WEBS 3-14=-60/175,3-13=-383/166,4-13=-188/383,5-13=-2612/2835,5-12=-2565/935,6-11=-580/0,7-10=-353/0,5-11=0/1819,8-10=-270/1129 JOINT STRESS INDEX 2=0.42,2=0.00,3=0.77,4=0.00,5=0.78,6=0.11,7=0.06,8=0.53,9=0.48,10=0.18,11=0.30,12=0.47,13=0.48 and 14=0.06 NOTES (11-13) 1)2-ply truss to be connected together with 10d(0.148"x3")nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc,2 X 8-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 6-2 rows at 0-9-0 oc,Except member 4-13 2 X 6-2 rows at 0-2-0 oc,2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category II;Exp C;enclosed;MWFRS; Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide adequate drainage to prevent water ponding. 6)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)All bearings are assumed to be SYP No.2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 181 Ib uplift at joint 9,547 Ib uplift at joint 2 and 1170 Ib uplift at joint 12. 9)Load easels)1,2,3,4,5,6,7,8,9,10 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1510 Ib down and 924 Ib up at 15-24 on top chord,and 1792 Ib down and 1570 Ib up at 7-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 12)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 13)Use SIMPSON HGUS46 to attach truss to girder. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-5=-54,5-8=-254,2-9=-10 Continued on page 2 JTruss Truss Type Qty Ply 1BUDNICK RESIDENCE 110", NICK GE01 ROOF TRUSS 1 1 Job Reference(optional) 10-1-2 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 14:50:31 2008 Page 1 7-5-8 14-11-0 7-5-8 7-5-8 Smb•1:00.0 QRS= 7 e s 7.00FW 0 s 7M II 4 71411 10 �i mnoerrxaNu 3.10M oan u z sm 812 u wr wr �-J n k 10- - i 14-11-0 14-11-0 Plate Offsets(X Y) 12:0-8-0,0-0-81,[12:0-8-0.0-0-81,[14 Edge 0-3-81 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.01 13 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.01 13 n/r 180 MT20H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.18 Horz(TL) 0.00 14 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:103 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 22=149/14-11-0,14=149/14-11-0,18=132/14-11-0,19=129/14-11-0,20=127/14-11-0,21=80/14-11-0,17=129/14-11-0,16=127/14-11-0,15=80/14-11-0 Max Horz22=-412(LC 4) Max Uplift22=-392(LC 4),14=-360(LC 5),19=-166(LC 6),20=-168(LC 6),21=-391(LC 5),17=-165(LC 7),16=-169(LC 7),15=-365(LC 4) Max Grav22=258(LC 5),14=226(LC 4),18=221(LC 7),19=133(LC 10),20=127(LC 1),21=354(LC 4),17=133(LC 11),16=127(LC 1),15=328(LC 5) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 2-22=-149/345,1-2=0/36,2-3=-162/240,3-4=-69/103,4-5=-55/236,5-6=-23/343,6-7=-26/430,7-8=-26/430,8-9=-23/343,9-10=-37/236,10-11=-60/93,11-12=-139/217,12-13=0/36, 12-14=-149/345 BOT CHORD 21-22=-183/214,20-21=-182/214,19-20=-182/214,18-19=-182/114,17-18=-182/214,16-17=182/214,15-16=-182/214,14-15=-182/214 WEBS 7-18=-272/0,6-19=-113/173.5-20=-107/197,3-21=-176/216,8-17=-113/173,9-16=-1071197,11-15=-165/205 JOINT STRESS INDEX 2=0.78,3=0.17,4=0.00,5=0.10,6=0.09,7=0.30,8=0.09,9=0.10,10=0.00,11=0.17,12=0.78,14=0.44,15=0.12,16=0.11,17=0.10,18=0.08,19=0.10,20=0.11,21=0.12 and 22=0.44 NOTES (12-13) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category ll;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone;end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 4)*This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5)All plates are MT20 plates unless otherwise indicated. 6)All plates are 20 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 2-0-0 oc. 10)All bearings are assumed to be SYP No.2 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 392 Ib uplift at joint 22,360 Ib uplift at joint 14,166 Ib uplift at joint 19,168 Ib uplift at joint 20,391 Ib uplift at joint 21,165 Ib uplift at joint 17,169 Ib uplift at joint 16 and 365 Ib uplift at joint 15. 12)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 13)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type City PlySUDNICK RESIDENCE BUDNICK GE03 ROOF TRUSS 1 1 Job Reference(optional) + 10-1-2 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 14:50:33 2008 Page 1 7-0-0 7-0-0 scWe"114.0 4 24 II 3 24 II 3.Borf7 W1 Z T1 B1 U4= 44, 2M II 2"It I.. 10-1-2 7-0-0 7-0-0 Plate Offsets(X Y) [2:0-0-4,0-2-01,[2:0-".0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) 0.01 1 rdr 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) 0.02 1 n/r 180 BCLL 10.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC20047TPI2002 (Matrix) Weight:27 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=213R-M,5=-24/7-0-0,6=323/7-0-0 Max Horz2=145(LC 4) Max UpIWQ=-271(LC 4),5=-24(LC 1),6=-303(LC 4) Max Grdv2=213(LC 1),5=12(LC 7),6=323(LC 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0117,2-3=-128/45.3-4=-20/15,4-5=-5/9 BOT CHORD 2-6=-18118,5-6=-18/18 WEBS 3-6=-252/465 JOINT STRESS INDEX 2=0.78,2=0.00,3=0.26,4=0.21,5=0.14 and 6=0.27 NOTES (8-9) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category ll;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)All bearings are assumed to be SYP No.2 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 271 Ib uplift at joint 2,24 Ib uplift at joint 5 and 303 Ib uplift at joint 6. 8)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 9)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Ory Ply BUDNICK RESIDENCE BUDNICK GE05 ROOF TRUSS 1 1 Job Reference(optional) + 19-7-0 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 14:50:37 2008 Page 1 5-10-12 11-9-8 5-10-12 5-10-12 Sub=1:x.5 4ze= 5 e 4 2xr II 2N II 700PT Sre 3wt c 3M ST1 STI 7 3 e x Li 1 B i 3N= 4A II 2"II 2M II 2M II 4.II U4= 19-7-0 11-9-8 11-9-8 Plate Offsets MY):[2 0 3 8 Edge] [2:0-1-9 Edge] [8'0-3-8 Edge] [8'0-1-9 Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.00 8 n1r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) 0.00 9 n/r 180 BCLL 10.0 - Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FBC2004rrP12002 (Matrix) Weight:56 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=168/11-9-8,8=168/11-9-8,11=125/11-9-8,12=222/11-9-8,10=222/11-9-8 Max Horz2=189(LC 5) Max Uplift2=-227(LC 6),8=-247(LC 7),11=-18(LC 6),12=-260(LC 6),10=-265(LC 7) Max Grav2=178(LC 10),8=178(LC 11),11=125(LC 1),12=224(LC 10),10=224(LC 11) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/37,2-3=-125/100,3-4=-112/115,4-5=-13/104,5-6=0/104,6-7=-65/115,7-8=-80/56,8-9=0/37 BOT CHORD 2-12=-57/220,11-12=-571220,10-11=-57/220,8-10=-57/220 WEBS 5-11=-126/34,4-12=-179/272,6-10=-179/275 JOINT STRESS INDEX 2=0.39,2=0.00,3=0.00,3=0.40,4=0.15,5=0.10,6=0.15,7=0.00,7=0.40,8=0.40,8=0.00,10=0.16,11=0.05 and 12=0.16 NOTES (9-10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category II;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and fomes,and for MWFRS for reactions specified. 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 4)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)All bearings are assumed to be SYP No.2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 227 Ib uplift at joint 2,247 Ib uplift at joint 8,18 Ib uplift at joint 11,260 Ib uplift at joint 12 and 265 Ib uplift at joint 10. 9)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 10)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including SCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If SCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply BUDNICK RESIDENCE BUDNICK GE07 FLOOR 1 1 f Job Reference(optional) 7.000 s May 29 2007 MiTek Industries,Inc. Mon Nov 17 14:50:42 2008 Page 1 sale•1.109 1 10 II 1 1x3 II 3 10 II 4 1x3 II 5 10 II 6 1.3 II T1 Ll 14 13 W1 .1 STI STI ST1 W1 SLI a-, F1 F1 B1 1 9C= 110 11 1.311 1.311 1.311 10-1-2 6-6-12 6-6-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a r1/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:32 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except and BOT CHORD 4 X 2 SYP No.2 verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) 12=55/6-6-12,7=50/6-6-12,11=144/6-6-12,10=147/6-6-12,9=149/6-6-12,8=136/6-6-12 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 12-13=-50/0,1-13=-49/0,7-14=-45/0,6-14=.14/0,1-2=-8/0,2-3=-B/0,3-4=-8/0,4-5=-8/0,5-6=-8/0 BOT CHORD 11-12=0/8,10-11=018,9-10=0/8,8-9=0/8.7-8=0/8 WEBS 2-11=-131/0,3-10=-134/0,4-9=-135/0.5-8=-125/0 JOINT STRESS INDEX 1=0.33,2=0.17,3=0.17,4=0.18,5=0.16,6=0.30,7=0.05,8=0.16,9=0.18,10=0.17,11=0.17,12=0.04,13=0.00 and 14=0.00 NOTES (7-8) 1)Attach ribbon block to truss with 3-10d nails applied to flat face. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)All bearings are assumed to be SYP No.2 6)Recommend 2x6 stmngbacks,on edge,spaced at 10-M oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply BUDNICK RESIDENCE BUDNICK HJ02 ROOF TRUSS 1 1 Job Reference(optional) 11-9- 5 10-1-2 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 14:50:43 2008 P4T11-2 5-6-10 9-10-1 5-6-10 4-3-6 SeWs s 116.3 3 6 FiT Y5- 2 Ti 1 Li61 44= 2M II �— 6 6 16 5 4 11-9-15 10-1-2 10-1-2 5-6-10 9-10-1 5-6-10 4-3-6 Plate Offsets(X Y) [1:0-5-10,0-0-21 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.15 1-6 >766 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) 0.12 1-6 >936 180 BCLL 10.0 Rep Stress Incr NO WB 0.44 Horz(TL) -0.03 4 n/a n/a BCDL 5.0 Code FBC20041TPI2002 (Matrix) Weight:36 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins. PI BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=348/0-5-11,3=130/Mechanical,4=289/Mechanical Max Horz1=134(LC 3) Max Uplift1=-531(LC 3),3=-171(LC 3),4=-461(LC 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-7=-1142/1613,2-7=-1095/1617,2-8=-39/15,3-8=-33/19 BOT CHORD 1-9=-1687/1100,6-9=-1687/1100,6-10=-1687/1100,5-10=-1687/1100,4-5=0/0 WEBS 2-6=-225/250,2-5=-1134/1739 JOINT STRESS INDEX 1=0.56,2=0.59,5=0.75 and 6=0.18 NOTES (7-8) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category II;Exp C;enclosed;MWFRS gable end zone;porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 531 Ib uplift at joint 1,171 Ib uplift at joint 3 and 461 Ib uplift at joint 4. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)33 Ib up at 4-4-12,and 62 Ib down and 113 Ib up at 7-2-10,and 62 Ib down and 113 Ib up at 7-2-11 on top chord,and 12 Ib down at 4-4-12,and 42 Ib down at 7-2-10,and 42 Ib down at 7-2-11 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including SCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,1-4=-10 Concentrated Loads(Ib) Vert:7=1(F)8=-125(F=-62,B=-62)9=-4(F)10=-28(F=-14,8=-14) Job Truss Truss TypeOty Ply BUDNICK RESIDENCE BUDNICK HJ04 ROOF TRUSS 2 1 Job Reference o tional 12-9-5 10-1-2 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 14:50:4V02QO2 Page 1 -1-10-10 2-9-9 5-7-2 4 1-10-10 2-9-9 2-9-9 Scale•1:14.1 3 4.95 F1Y T1 HW1 2 B1 1 4.51 461 9 5 12-9-5 10-1-2 ea 10-1-2 2-9-9 5-7-2 2-9-9 2-9-9 Plate Offsets(X Y) [2:0-3-0,0-3-131 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.05 2-5 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.09 2-5 >775 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 HOrz(TL) -0.02 4 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:28 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. [PJ BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2 X 6 SYP No.2 3-0-15 REACTIONS (Ib/size) 4=104/Mechanical,2=273/0-8-8,5=28/Mechanical Max Horz2=248(LC 5) Max Uplift4=-222(LC 5),2=-366(LC 5) Max Grev4=104(LC 1),2=273(LC 1),5=83(LC 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=:0/19,2-3=-87/0,3-4==-93/28 BOT CHORD 2-6=0/0,5-6=0/0 JOINT STRESS INDEX 2=0.19,2=0.07,2=0.07 and 3=0.00 NOTES (7-8) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category ll;Exp C;enclosed;MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 2)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 222 Ib uplift at joint 4 and 366 Ib uplift at joint 2. 5)Hangers)or other connection device(s)shall be provided sufficient to support concentrated load(s)47 Ib up at 2-11-12,and 47 Ib up at 2-11-12 on top chord,and 0 Ib up at 2-11-12,and 0 Ib up at 2-11-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 8)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,2-5=-10 Concentrated Loads(lb) Vert:3=54(F=27,B=27)6=0(F=O,B=0) Job Truss Truss Type Qty Ply BUDNICK RESIDENCE BUDNICK HJO6 ROOF TRUSS 3 1 Job Reference(optional) ' -1-2 7.00 29 2007 MiTek Industries,Inc. Mon Nov 17 14:50:46 2008 Page 1 -1-10-10 2-9-7 5-6-10 1-10-10 2-9-7 2-9-3 sor.•1:49.0 as it 4 4.95 12 56 3 3.61 2 Ari w1 3x10 MT2M II 4.= ] � 2-9-7 5-6-10� f I 2-9-7 2-9-3 Plate Offsets MY):15:Edge O-t.121 - LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.03 6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.22 Vert(TL) 0.03 6 >999 180 MT20H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.76 Horz(TL) -0.04 4 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:83 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, except end [P] BOT CHORD 2 X 6 SYP No.2 verticals. WEBS 2 X 4 SYP No.3*Except* BOT CHORD Rigid ceiling directly applied or 9-8-11 oc bracing. W1 2 X 6 SYP No.2 WEBS 1 Row at midpt 2-7,4-5,3-6 REACTIONS (Ib/size) 7=247/0-3-8,5=16/Mechanical,4=65/Mechanical Max Horz7=511(LC 5) Max Uplift7=-1419(LC 3),5=-1707(LC 5),4=-110(1-C 5) Max Grev7=247(LC 1),5=71(LC 2),4=65(LC 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-7=-235/1328.1-2=0/45.2-3=-45/520.3-4=-50/20 BOT CHORD 6-7=-386/0.5-6=-562/13 WEBS 2-6=-921/36,4-5=0/0,3-6=-1876/45,3-5=-40/1706 JOINT STRESS INDEX 2=0.62,3=0.64,4=0.02,5=0.67,6=0.56 and 7=0.27 NOTES (9-11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category 11;Exp C;enclosed;MWFRS gable end zone;end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60. 3)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)All plates are MT20 plates unless otherwise indicated. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1419 Ib uplift at joint 7,1707 Ib uplift at joint 5 and 110 Ib uplift at joint 4. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)65 Ib down and 52 Ib up at 2-11-12,and 65 Ib down and 52 Ib up at 2-11-12 on top chord,and 1272 Ib up at 2-11-12,and 1272 Ib up at 2-11-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 9)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 10)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 11)Use SIMPSON LS30 at joint#5 to attach jack truss to girder. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-4=-54,5-7=-10 Concentrated Loads(lb) Vert:6=17(F=8,B=8)3=103(F=52,B=52) Job Truss Truss Type Qty Ply BUDNICK RESIDENCE BUDNICK HJ72 ROOF TRUSS 2 1 9-2-7 Job Reference(opone ' 8-1-2 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 14:50:47 20x81 Ppge 1 -1-10-10 2-9-3 3 1-10-10 2-9-3 r9• •9s ria 2 T1 B1 I 9-2-7 20- 8-1-2 x1=8-1-2 8-1-2 2-9-3 r � 2-9-3 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.00 2-4 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. (PJ BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. REACTIONS (lb/size) 3=5/Mechanical,2=258/0-8-8,4=12/Mechanical Max Horz2=171(LC 5) Max Uplfft3=-26(LC 6),2=-401(LC 5) Max Grav3=28(LC 7),2=258(LC 1),4=36(LC 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0139,2-3=-53111 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.35 NOTES (5-6) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category II;Exp C;enclosed;MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 2)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 26 Ib uplift at joint 3 and 401 Ib uplift at joint 2. 5)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 6)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including SCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply BUDNICK RES�optional) DENCE BUDNICK HJ75 ROOF TRUSS 2 1 Job Reference 22-5- 19-7-0 7.000 a May 29 2007 MiTsk Industries,Inc. Mon Nov 1714:50:48 2008 PRe)LO -1-10-10 3-84 7-0-2 1-10-10 3-8-4 3-3-13 5 8 �.esffS T1 5 2 81 7 8 22-5-5 19-7-0 4.5= 19-7-0 3-8-4 7-0-2 3-8-4 3-3-13 Plate Offsets(X Y):[2:0-2-4,0-0-21 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) -0.08 2.4 >996 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.33 Vert(TL) -0.16 24 >501 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:25 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 3=150/Mechanical,2=345/0-5-11,4=46/Mechanical Max Horz2=306(LC 5) Max Uplift3=-244(LC 5),2=-360(LC 5),4=-2(LC 6) Max Grav3=150(LC 1),2=345(LC 1),4=101(LC 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39,2-5=-133/0.5-6=-78/0,3-6=-105/45 BOT CHORD 2-7=0/0,7-8=0/0,4-8=0/0 JOINT STRESS INDEX 2=0.53 NOTES (7-8) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category 11;Exp C;enclosed;MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 2)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 244 Ib uplift at joint 3,360 Ib uplift at joint 2 and 2 Ib uplift at joint 4. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)65 Ib up at 4-4-12,65 Ib up at 44-12,and 53 lb down at 1-6-12,and 53 Ib down at 1-6-12 on tap chord,and 16 Ib up at 1-6-12,16 Ib up at 1-6-12,and 12 lb down at 44-12,and 12 Ib down at 4-4-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 8)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pIf) Vert:1-3=-54,2-4=-10 Concentrated Loads(lb) Vert:6=4(F=2,B=2)7=10(F=5,B=5)8=-8(F=-4,B=4) Job Truss Truss Type Qty Ply BUDNICK RESIDENCE BUDNICK J02 ROOFTRUSS 2 1 Job Reference o tional 12-11-8 10-1-2 7.000 a May 29 2007 MiTek Industries,Inc.1I frTJ¢ov 17 14:50:49 2008 Page 1 -1-4-0 2-5-8 5-0-0 1-4-0 2-5-8 2-6-8 ' Scab 1:15.2 4.6= r.mFIi 7 a T1 83 B2 5 2 B1 2"II 1 1 7 12-11-8 10-1-2 - 11-1-2 2-5-8 5-0-0 I 2-5-8 2-6-8 Plate Offsets(X,Y):[2:0-2-3,0-1-81,[3:0-4-0,0-1-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.05 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) 0.04 5-0 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 5 n/a n/a BCDL 5.0 Code FBC2004(TPI2002 (Matrix) Weight:20 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. [Pj BOT CHORD 2 X 4 SYP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. B2 2 X 4 SYP No.3 REACTIONS (lb/size) 4=87/Mechanical,2=254/0-5-8,5=49/Mechanical Max Horz2=309(LC 6) Max Uplift4=-138(LC 6),2=-275(LC 6),5=-44(LC 6) Max Grav4=87(LC 1),2=254(LC 1),5=61(LC 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0138.2-3=-161/2.3-4=-88/37 BOT CHORD 2-7=-118/90,6-7=-2/41,3-6=-13/95.5-6=0/0 JOINT STRESS INDEX 2=0.54,3=0.63,6=0.00 and 7=0.30 NOTES (5-6) 1)Wind:ASCE 7-02;120mph(3-second gust);h=3Dft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 138 Ib uplift at joint 4,275 Ib uplift at joint 2 and 44 Ib uplift at joint 5. 5)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 6)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply BUDNICK RESIDENCE BUDNICK J04 ROOF TRUSS 1 1 . Job Reference(optional) 10-1-2 7.000 a May 29 2007 MiTek trl vpWs,Inc. Mon Nov 17 14:50:51 2008 Page 1 6-5-0 6-5-0 7 Sub•1:19.5 7 00 rf'F T1 4A i 1 W2 B1 10- =MMENEiiii0i-8 0 6-5-0 6-5-0 Plate Offsets(X,Y):[1:0-1-4,0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.05 4-5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.20 Horz(TL) -0.02 2 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:32 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 12 SYP No.2*Except* BOT CHORD Rigid ceiling directly applied or 7-0-5 oc bracing. W22X4SYP No.3 REACTIONS (lb/size) 5=186/Mechanical,2=123/Mechanical,4=69/Mechanical Max Horz5=264(LC 6) Max UplW6=-74(LC 6),2=-216(LC 6),4=-77(LC 6) Max Grav5=186(LC 1),2=123(LC 1),4=102(LC 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-5=-155/115,1-2=-144/46 BOT CHORD 4-5=-777/348,3-4=0/0 WEBS 1-4=-350/782 JOINT STRESS INDEX 1=0.62,4=0.34 and 5=0.39 NOTES (5-6) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category ll;Exp C;enclosed;MWFRS gable and zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)*This truss has been designed for a 10.0 part bottom chord live load nonconcurrent with any other live loads. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 74 Ib uplift at joint 5,216 Ib uplift at joint 2 and 77 Ib uplift at joint 4. 5)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 6)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Oty Ply BUDNICK RESIDENCE BUDNICK J07 ROOF TRUSS 4 1 11-7-6 Job Reference(optional) 10-1-2 7.000 a May 29 2007 MiTek Industriesf(j14-pion Nov 17 14:50:52 2008 Page 1 -1-4-0 2-0-0 4 1-4-0 2-0-0 Brats•19.2 3 7.00 FIT 1 T1 2 B1 4.5 i 5 11-7-6 10 1- 10-1-2 3xB II 2-0-0 2-0-0 Plate Offsets(X Y):[2:0-3-4,0-2-5] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.00 2-5 >999 180 BCLL 10.0 Rep Strass Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC20041TPI2002 (Matrix) Weight:12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 Dc purlins. [P) BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2 X 6 SYP No.2 1-6-0 REACTIONS (lb/size) 2=166/0-5-8,5=10/Mechanical,4=27/Mechanical Max Horz2=164(LC 6) Max Uplfft2=-205(LC 6),4=-05(LC 6) Max Grav2=166(LC 1),5=30(LC 2),4=31(LC 4) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19,2-3=-56/11.3-4=-38/14 BOT CHORD 2-5=0/0 JOINT STRESS INDEX 2=0.13,2=0.10 and 3=0.00 NOTES (5-6) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)All bearings are assumed to be SVP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 205 Ib uplift at joint 2 and 65 Ib uplift at joint 4. 5)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,A.32224-904.821.5200 6)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type city Ply BUDNICK RESIDENCE BUDNICK J09 ROOF TRUSS 8 1 Job Reference o tional • 19-7-0 7.000 a May 29 2007 MiTek2rfd"es,Inc. Mon Nov 17 14:50:53 2008 Page 1 3-10-10 6-0-0 3-10-10 2-1-6 scam-1:17.8 3M It 3 7.00Ily z B1 Li T1 �x3= 4 L1 I I 1 19 21-7-0 3-10-10 6-0-0 3-10-10 2-1-6 Plate Offsets(X Y) r2:0-4-0,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) 0.08 1-2 >855 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.06 1-2 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.04 4 We n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:22 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 1=183/0-5-8,4=182/Mechanical Max Horz1=252(LC 6) Max Upliftl=-100(LC 6),4=-249(LC 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-186/16.2-3=-53/19,3-4=-124/212 BOT CHORD 2-4=-85/57 JOINT STRESS INDEX 2=0.59,3=0.43 and 4=0.49 NOTES (6-7) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and fomes,and for MWFRS for reactions specified. 2)`This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)All bearings are assumed to be SYP No.2 4)Bearing at joints)1 considers parallel to grain value using ANSI/TPI 1 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 100 Ib uplift at joint 1 and 249 Ib uplift at joint 4. 6)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 7)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Oty Ply BUDNICK RESIDENCE BUDNICK J11 ROOF TRUSS 13 1 � Job Reference o tional May 29 2007 MiTek Industries,Inc. Mon Nov 17 14:50:54 2008 Page 1 -1-4-8 3-11-8 445111 1-4-8 3-11-8 3 S W-1:W,2 7.m ITF 2 w1 9 Z5 2w It 7.8= 3-11-8 3-11-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.02 4-5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.29 Horz(TL) -0.04 3 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:54 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end [PI BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3*Except* BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. W1 2 X 6 SYP No.2 WEBS 1 Row at midpt 2-5,3A REACTIONS (lb/size) 5=226/0-3-8,4=18/Mechanical,3=76/Mechanical Max Horz5=522(LC 6) Max Uplift5=-21 1(LC 4),4=-716(LC 6),3=-116(LC 6) Max Grav5=441(LC 6),4=207(LC 4),3=76(LC 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-689/222,1-2=0/46,2-3=-79/28 BOT CHORD 4-5=-558/107 WEBS 2-4=-223/1170,3-4=0/0 JOINT STRESS INDEX 2=0.52,3=0.03,4=0.23 and 5=0.23 NOTES (6-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=3Dft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;encased;MWFRS gable end zone and C-C Exterior(2)zone;end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)All bearings are assumed to be SYP No.2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 211 Ib uplift at joint 5,716 Ib uplift at joint 4 and 116 Ib uplift at joint 3. 6)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If SCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 8)Use SIMPSON LS30 at joint#4 to attach jack truss to girder. LOAD CASE(S)Standard Job Truss Truss Type City Ply BUDNICK RESIDENCE BUDNICK J35 ROOF TRUSS 2 1 11-4 Job Reference(optional) 10-1-2 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 14:50:55 2008 PgWJ-2 -1-4-0 5-0-0 1-4-0 5-0-0 eob•1:10.8 3 3.00 I T1 JJ 2 1� B1 3N= 4 11-4-0 10-1-2 10-1-2 5-0-0 5-0-0 Plate Offsets MY):Offsets Y)�:0-1-0 0-1-81-1-0 0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defi Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.14 2-4 >397 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) 0.13 2-4 >434 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:17 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=116/Mechanical,2=248/0-3-8,4=24/Mechanical Max Horz2=131(LC 4) Max Upli1t3=-152(LC 4),2=-413(LC 4),4=-86(LC 4) Max Grav3=116(1-C 1),2=248(LC 1),4=72(LC 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17,2-3=-73/23 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.28 NOTES (5-6) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category II;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone;porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)'This truss has been designed for a 10.0 paf bottom chord live load nonconcurrent with any other live loads. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 152 Ib uplift at joint 3,413 Ib uplift at joint 2 and 86 Ib uplift at joint 4. 5)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 6)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If SCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type City Ply BUDNICK RESIDENCE 10-7-8 BUDNICK J71 ROOF TRUSS 6 1 Job Referenceo tional 10-1-2 7.000 a May 29 2007 MiTek Industries,JT.1 bpon Nov 17 14:50:56 2008 Page 1 3 1 4 0 1-0-0 1 4 0 1-0-0 Stab=1A4 2 ).alrfs s1 T1 1 4 10-7-8 2_ 10-1-2 10-1-2 1-0-0 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Rates Increase 1.25 TC 0.23Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 2=166/0-3-8,4=5/Mechanical,3=-32/Mechanical Max Horz2=131(LC 6) Max UpItU=-298(LC 6),3=32(LC 1) Max Grav2=166(LC 1),4=14(LC 2),3=92(LC 6) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/37,2-3=-46/58 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.32 NOTES (5-6) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30R;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C.enclosed;MWFRS gable end zone and C-C Extenor(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 298 Ib uplift at joint 2 and 32 Ib uplift atjoint 3. 5)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 6)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type pry Ply BUDNICK RESIDENCE BUDNICK J73 ROOFTRUSS 4 1 Job Reference(optional) 21-3-6 19-7-0 7.000 a May 29 2007 MiTek Industries,Inc.1"Jlllpv 17 14:50:57 2008 Page 1 -1-4-0 3-0-0 a 1 1-4-0 3-0-0 Sub-110.8 7.00I1T T1 2 91 1 � 21-3-6 19-7-0 a"- 19-7-0 3-0-0 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (10c) I/def! L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Cade FBC2004/TPI2002 (Matrix) Weight:12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. ]P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. REACTIONS (Ib/size) 3=52/Mechanical,2=196/0-3-8,4=14/Mechanical Max Horz2=219(LC 6) Max Upl'rft3=-84(LC 6),2=-253(LC 6) Max Grav3=52(LC 1),2=196(LC 1),4=42(LC 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/37,2-3=-61/20 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.34 NOTES (5-6) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category II;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 84 Ib uplift at joint 3 and 253 Ib uplift at joint 2. 5)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 6)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including SCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply BUDNICK RESIDENCE BUDNICK J75 ROOF TRUSS 4 1 , Job Reference(optional) 22-5-6 19-7-0 7.000 a May 29 2007 MiTek Industries,Inc. Ms"17 14:50:58 2008 Page 1 -1-4-0 5-0-0 1-4-0 5-0-0 2 Sob=1.15.2 1kal+f T1 �fI 2 81 4 22-5-6 19-7-0b= 19-7-0 5-0-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.05 2.4 >999 180 BCLL 10.0 Rep Stress tncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC20041TPI2002 (Matrix) Weight:19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. (P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=116/Mechanical,2=251/0-3-8,4=24/Mechanical Max Horz2=309(LC 6) Max Uplift3=-201(LC 6),2=-267(LC 6) Max Grav3=116(1-C 1),2=251(LC 1),4=72(LC 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/37.2-3=-137/47 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.40 NOTES (5-6) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category II;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 201 Ib uplift at joint 3 and 267 Ib uplift at joint 2. 5)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 6)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply BUDNICK RESIDENCE BUDNICK T03 ROOF TRUSS 2 1 Job Reference(optional) 10_1.2 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov . 1:00 2008 Page 1 -1-4-8 3-10-4 7-5-8 11-0-12 14-11-0 16-3-8 � I I 1-4-8 3-10-4 3-7-4 3-7-4 3-10-4 1-4-8 Scab=131.8 5x5= 7,Wr1T 3MG 3M� 3 5 W4 3M II 3x4 II z e 7 wt w1 i 92 10- ; = 3x8= 7-5-8 14-11-0 7-5-8 7-5-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.04 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.23 Vert(TL) -0.07 8-9 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:99 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except and [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 8=554/0-3-8,10=554/0-3-8 Max Horz 10=-340(LC 4) Max Uplift8=-345(LC 7),10=-345(LC 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/43,2-3=-81/273,3-4=-365/498,4-5=-365/498,5-6=-81/273,6-7=0/43,2-10=-203/430,6-8=-203/430 BOT CHORD 9-10=-256/288,8-9=-691288 WEBS 3-9=-91/194,4-9=-237/181,5-9=-921194,3-10=-414/258,5-8=-414/258 JOINT STRESS INDEX 2=0.30,3=0.17,4=0.46,5=0.17,6=0.30,8=0.42,9=0.15 and 10=0.42 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category Il;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)All bearings are assumed to be SYP No.2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 345 Ib uplift at joint 8 and 345 Ib uplift at joint 10. 6)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Oly PlyBUDNICK RESIDENCE IBUDNICK T05 ROOFTRUSS 1 1 Job Reference(optional) 10-1-2 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 14:51:03 20081 BaW -1-4-0, 7-3-0 13-10-9 17-11-5 , 23-9-0 , I 1.40 7-3-0 6-7-9 4-0-11 5-9-11 4A= 4 ze6[PF sec 6 eA G 3 W3 w4 4x6 II e Nn x en2 a s 7 10-1-2 �� WI-2 12-0-0 23-9-0 12-0-0 11-9-0 Plate Offsets(X Y)•[2:0-3-13 Edgel [3'0.4-0Edgel LOADING(psf) SPACING 2-0-0 Csl DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) -0.32 2-8 >866 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.61 2-8 >459 180 BCLL 10.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.03 7 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight.127 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 55-10 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6.6-12 oc bracing. WEBS 1 Row at midpt 5-8 REACTIONS(lb/size) 2=839/0-5-8,7=745/Mechanical Max Horz2=396(LC 5) Max Uplil2=-515(LC 6),7=-357(LC 7) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38,2-3=-1126/983,34=-823/841,4-5=-670/756,55=-185/216,6-7=-210/282 BOT CHORD 2-8=-857/890,7-8=479/559 WEBS 3-8=-363/569,4$=466/448,5-8=-140/263,5-7=-671/604 JOINT STRESS INDEX 2=0.29,3=0.69,4=0.50,5=0.32,6=0.55,7=0.43 and 8=0.52 NOTES (6-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)All bearings are assumed to be SYP No.2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 515 It,uplift at joint 2 and 357 Ib uplift at joint 7. 6)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 8)Use SIMPSON HUS26 to attach truss to 2x ledger.Ledger to be designed and supplied by others. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply BUDNICK RESIDENCE BUDNICK T07 ROOF TRUSS 1 1 Job Reference(optional) ' 10-1-2 7.000 a May 29 2007 MiTek Indus"gJ2c. Mon Nov 17 14:51:05 2008 Page 1 -1-4-0 7-2-0 13-4-8 1-4-0 7-2-0 6-2-8 snw•1:362 �a5 i 40 12 5rz6 i 3 W2 1 2 5 10- -2 2M 11 7-2-0 12-5-15 13-4A 7-2-0 5-3-15 0-10-9 Plate Offsets(X Y) [2:0-2-15,0-2-01,[3:0-3-12,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) 0.07 2-7 -999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.11 2-7 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.33 Horz(TL) -0.01 6 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:83 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 9-0-13 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS (Ib/size) 2=475/0-5-8,6=445/0-6-7 Max Horz2=481(LC 6) Max UpldQ=-233(LC 6),6=-400(LC 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38,2-3=-466/22,3-4=-162f78,4-5=-46/20 BOT CHORD 2-7=-436/321,6-7=-436/319,5-6=-20/11 WEBS 3-7=0/210,3-6=-433/597,4-6=-160/289 JOINT STRESS INDEX 2=0.55,3=0.69,4=0.43,5=0.34,6=0.37 and?=0.15 NOTES (5-6) 1)Wind:ASCE 7-02;120mph(3-second gust);h=301t;TCDL=4.2psf;BCDL=3.Opsf,Category ll;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 233 Ib uplift at joint 2 and 400 Ib uplift at joint 6. 5)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 6)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job 1708ss Truss Type City Ply BUDNICK RESIDENCE BUDNICK ROOF TRUSS 1 1 Job Reference(optional) 10-1-2 7.000 a May 29 2007 MiTek In"gitdMinc. Mon Nov 17 14:51:07 2008 Page 1 -1-4-0 7-7-8 11-10-8 13-4-8 1-4-0 7-7-8 4-3-0 1-6-0 4.5= Suk•1:03.] 3M= 4 5 7M Q 7.00W2 W2 Yr1 2 %10- o 13-4-8a u 11-10-8 11-}1-8 r i 11-10-8 0-1-01-5-0 Plate Offsets(X,Y):[2:0-0-15,0-2-14] LOADING(psf) SPACING 2-0-0 CSI DEF L in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.34 2-7 >419 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.63 2-7 >226 180 BCLL 10.0 Rep Stress Incr YES WB 0.24 Horz(TL) -0.01 7 n/a n/a BCDL 5.0 Code FBC2004ITPI2002 (Matrix) Weight:84 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS (Ib/size) 2=468/0-5-8,7=453/0-3-8 Max Horz2=440(LC 6) Max UpliU=-254(LC 6),7=-353(LC 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38,2-3=-399/52,3-4=-108/0,4-5=-46/0,5-6=-311/0 BOT CHORD 2-7=-392/263,6-7=-2/0 WEBS 3-7=-343/554,4-7=-93/207,5-7=0/286 JOINT STRESS INDEX 2=0.72,3=0.31,4=0.12,5=0.27,6=0.18 and 7=0.43 NOTES (6-7) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category II;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Provide adequate drainage to prevent water ponding. 3)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)All bearings are assumed to be SYP No.2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 254 Ib uplift at joint 2 and 353 Ib uplift at joint 7. 6)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 7)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a tree copy. LOAD CASE(S)Standard ;BUDN,;CK:: Truss Truss Type Qty Ply �BUDNI K RESIDENCE T10 ROOF TRUSS 1 1 Job Reference o Lionel ' 10-1-2 7.000 a May 29 2007 MiTek Industries,Inc. Mon NgT)1i-'¢1:51:09 2008 Pagel -1-4-0 7-10-8 13-4-8 1-4-0 7-10-8 5-6-0 Sine-125.3 SX12 MT20Hi US= 3 4 T2 7.0012 wi W2 w1 1 2 y e1 91 7IN 5 10-1-1.s= 2x!a 20 u 349-1 2 7-10-8 11-9-12 11 11-8 13-4-8 7-10-8 3-11-4 0-1-12 1-5-0 Plate Offsets(X Y):12:0-1-12,0-0-21,f3:0-11-0 0-5-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Wall Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.10 2-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.32 Vert(TL) -0.17 2-7 >836 180 MT20H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.28 Horz(TL) -0.01 6 n/a n/a BCDL 5.0 Code FBC20041TP12002 (Matrix) Weight:76 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end [P] T2 2 X 6 SYP No.2 verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=458/0-5-8,6=462/0-3-8 Max Horz2=311(LC 6) Max Uplifi2=-298(LC 6),6=-277(LC 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38.2-3=-414/221,3A=-37/37,4-5=-4/29 BOT CHORD 2-7=-354/272.6-7=-354/275,5-6=-10/10 WEBS 3-7=0/227,3-6=-473/606,4-6=-155/137 JOINT STRESS INDEX 2=0.57,3=0.66,4=0.30,5=0.15,6=0.36 and 7=0.17 NOTES (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Op5f,Category Il;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reaebons specified. 3)Provide adequate drainage to prevent water ponding. 4)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)All plates are MT20 plates unless otherwise indicated. 6)All bearings are assumed to be SYP No.2 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 298 Ib uplift at joint 2 and 277 Ib uplift at joint 6. 8)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 9)This drawing is not sufficient alone for installation. Addidonal instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truas Truss Type Oty Ply BUDNICK RESIDENCE BUDNICK T12 ROOF TRUSS 1 1 Job Reference(optional) 10-1-2 7.000 a May 29 2007 MiTek Industries,Inc.apt N2v 17 14:51:11 2008 Page 1 -1-4-0, 4-0-0 4-114 9-0-0 16-5-0 23-10-0 1-4-0 4-0-0 0-1113 4-0-12 7-5-0 7-5-0 e 3"i 4.51-7 e Ne 4"= _ 3W 3 4 5 7.w f1. 2 i 1 �� 15 U 13 12 11 '3-10 714 II3M= trB= 45= a 2.II 10-1-2 4-0-0 j-1 114= 9-0-0 16-5-0 22-2-4 J71�-U 4-0-0 0-114 4-0-12 7-5-0 5-9-4 0-1-12 1-6-0 Plate Offsets(X Y) [2:0-2-15,0-2-0],[3:0-5-8.0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.13 13 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.19 11-13 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.53 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:180 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except end [P] BOT CHORD 2 X 6 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 64-14 oc bracing. WEBS 1 Row at midpt 8-9.5-11,6-10,8-10 REACTIONS (IWsize) 2=1194/0-5-8,10=90210-3-8 Max Horz2=654(LC 5) Max Uplift2=-795(LC 5),10=-720(LC 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/41,2-3=-1905/1080,34=-1821/1056,4-5=-2180/1017,5-6=-763/123,6-7=-148/0,7-8=-131/99,8-9=-12/3 BOT CHORD 2-15=-1428/1576,14-15=-1422/1578,13-14=-1512/1836,12-13=-1477/2190,11-12=-1477/2190,10-11=445/581,9-10=-15/13 WEBS 3-15=0/146,5-13=-172/32,5-11=-1686/1081,6-11=-280/584,6-10=-904/702,4-14=-249/138,3-14=-393/752,4-13=0/399,8-10=-180221 JOINT STRESS INDEX 2=0.73,3=0.63,4=0.48,5=0.59,6=0.39,7=0.54,8=0.46,9=0.53,10=0.51,11=0.56,12=0.63,13=0.48,14=0.43and15=0.34 NOTES (8-9) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category II;Exp C;enclosed;MWFRS; Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide adequate drainage to prevent water ponding. 3)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)All bearings are assumed to be SYP No.2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 795 Ib uplift at joint 2 and 720 Ib uplift at joint 10. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)55 Ib down and 237 Ib up at 4-0-0 on top chord, and 73 Ib down at 4-0-0,and 427 lb down and 262 Ib up at 4-114 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 8)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 9)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If SCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-5=-54,5-8=-54,2-9=-10 Concentrated Loads(lb) Vert:3=-55(F)15=-24(F)14=427(F) Job Truss Truss TypeOty Ply BUDNICK RESIDENCE BUDNICK T14 ROOF TRUSS 1 1 • Job Reference(optional) 10-1-2 7.000 a May 29 2007 MiTVrFletries,Inc. Mon Nov 1714:51:13 2008 Page 1 7-7-0 12-8-0 18-10-0 7-7-0 5-1-0 6-2-0 5.5 Scab•1:50.7 5 7.00 r 12 3.4 i 4 4.5 G 2x4,1 3 2 W3 i 1 1 6.6 M1 8-10-0 10-V -1 - 10-'f■ s -�2 e 12-0-0 �= 17-2-4 1 f+�-s 12-0-0 5-2-4 0-1-12 1-6-0 Plate Offsets(X,Y):[1:0-6-5,0-1-41,[1:0-1-3,Edge] [3 0-2-8 Edael [8'0-4-0Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.41 1-8 >509 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.77 1-8 >267 180 BCLL 10.0 Rep Stress Incr YES WB 0.33 Horz(TL) -0.02 7 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:126 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-1-11 oc bracing. WEDGE WEBS 1 Row at midpt 5-6,4-7,5-7 Left:2 X 6 SYP No.2 REACTIONS (Ib/size) 1=547/Mechanical,7=645/0-3-8 Max Horz 1=586(LC 6) Max Upliftl=-1 48(LC 6),7=-581(LC 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-715/162,2-3=-441/24.3-4=-412/44,4-5=-179/97,5-6=-36/58 BOT CHORD 1-8=-767/556,7-8=-358/283.6-7=-16/10 WEBS 2-8=-340/532,4-8=-343/435,4-7=-559/711,5-7=-210/303 JOINT STRESS INDEX 1=0.48,1=0.36,2=0.34,3=0.42,4=0.51,5=0.38,6=0.40,7=0.38 and 8=0.62 NOTES (5-7) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category 11;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)All bearings are assumed to be SYP No.2 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 148 Ib uplift at joint 1 and 581 Ib uplift at joint 7. 5)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 6)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including SCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 7)Use SIMPSON HUS26 to attach truss to girder. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply BUDNICK RESIDENCE BUDNICK T16 ROOF TRUSS 1 1 Job Reference optional) 10-1-2 7.000 a May 29 2007 MiTek Industries,InFO.Mo2 Nov 17 14:51:16 2008 Page 1 -1-4-0 7-4-0 15-0-0 18-10-0 1-4-0 7-4-0 7-8-0 3-10-0 4121, Sal..1:41.7 45= 4 S 7.00 12 Sam i 3 w1 2 6.12= S 10- - =1-2 a.4 II 11-11-12 17-4-0 18-10-0, 11-11-12 5-4-4 1-6-0 Plate Offsets(X,Y):[2:0-3-13 Edge),[3:0.4-0Edge) [4:0-7-12,0-1-81,[8:04-0,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Weil L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.38 2-8 >533 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.70 2-8 >291 180 BCLL 10.0 Rep Stress Incr YES WB 0.59 Horz(TL) -0.02 7 Na Na BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:123 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-7,5-7 REACTIONS (lb/size) 2=630/0-5-8,7=639/0-3-8 Max Horz2=538(LC 6) Max Uplift2=-336(LC 6),7=-438(LC 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38.2-3=-729/336,34=-417/183,4-5=-13/15.5-6=0/49 BOT CHORD 2-8=-770/555,7-8=-179/133,6-7=-4/4 WEBS 3-8=-3921627,4-8=-384/449,4-7=-598f770.5-7=-107/105 JOINT STRESS INDEX 2=0.32,3=0.67,4=0.80,5=0.30,6=0.34,7=0.57 and 8=0.59 NOTES (7-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category II;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)`This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3361b uplift at joint 2 and 438 Ib uplift at joint 7. 7)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss TypeOty Ply BUDNICK RESIDENCE BUDNICK T18 ROOF TRUSS 1 1 • Job Reference o tional 10-1-2 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nol y-14 2:37 2008 Page 1 -1-4-0 2-5-8 6-9-4 11-0-0 15-0-8 18-10-0 1-4-0 2-5-8 4-3-11 4-2-12 4-0-8 3-9-8 SUN•135,0 4,8= 4.5 5 6 7 20 W3 4 700 F12 N4 W1 3 B3 e. L 13 as n 114 1 1113 3.8= 21 1 10 B 3b i 3N II bM II LN II L4 II 10-1-2 10-1-k10-0 11-0-0 15-0-8 17-2-4 17r¢-0 2-5-8 8-6-8 4-0-8 2-1-12 0-1-121-6-0 Plate Offsets(X Y) [2:0-2-3,0-1-81,[3:0A-12 0-5-41 [5:0-5-0,0-1-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) 0.46 3-13 >445 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.40 3-13 >504 180 BCLL 10.0 Rep Stress Incr YES WB 0.76 Horz(TL) -0.23 9 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:126 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins, except end [P] BOT CHORD 2 X 6 SYP No.2*Except* verticals. 81 2 X 4 SYP No.2,85 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=631/0-5-8,9=639/0-3-8 Max Horz2=412(LC 6) Max Uplift2=-374(LC 6),9=-383(LC 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38,2-3=-802/468,3-4=-834!714,4-5=-578/507,5-6=-445/517,6-7=5/8,7-8=-53/44 BOT CHORD 2-14=-728/587,3-14=-23/64,3-13=-929/714,12-13=-9/4,11-12=-6/9,10-12=-38/36,9-10=-15/11,8-9=-8/5 WEBS 4-13=-319/485,5-13=-17/154,6-13=-686/591,9-11=-685/817,6-11=-&88/833 JOINT STRESS INDEX 2=0.58,3=0.98,4=0.34,5=0.65,6=0.35,7=0.34,8=0.34,9=0.47,10=0.34,11=0.34,12=0.34,13=0.58 and 14=0.41 NOTES (7-8) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Provide adequate drainage to prevent water ponding. 3)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)The following joint(s)require plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection:3. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 374 Ib uplift at joint 2 and 383 Ib uplift at joint 9. 7)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If SCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard ' Job Truss Truss Type Oty Ply BUDNICK RESIDENCE BUDNICK T20 ROOF TRUSS 1 2 Job Reference o tional " 10-1-2 7.000 a May 29 2007 Mi Tek Industries,Inc. Mon Nov 17 14:53:20 20) f1JBe 1 1-4-0 2-5-8 7-0-0 11-2-0 15-0-8 18-10-0 1-4-0 2-5-8 4-6-8 4-2-0 3-10-8 3-9-8 410= 3x1= LN II 4x5= 4 14 5 15 8 19 7 W2 W1 w! 7.09 17 1112 M 3 17 1 11 17 18 19 4x12= 9 3W= 1 13 3"G 3w II 9 L4 II 4x5= 10-1-2 10-1-2 2-5-8 7-0-0 11-2-0 15-0-8 18-10-0 2-5-8 4-6-8 4-2-0 3-10-8 3-9-8 Plate Offsets(X V):[2:0-2-3 0-1-e1 [3'0.6-0 Edslel f4 0-5-0 0-1-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.36 11-12 >616 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -0.32 11-12 >694 180 BCLL 10.0 Rep Stress Incr NO WB 0.26 Horz(TL) -0.19 8 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:209 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end [P] BOT CHORD 2 X 4 SYP No.2*Except* verticals. B2 2 X 6 SYP No.2,B4 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 8=1237/1-9-8,2=118610-5-8 Max Horz2=288(LC 5) Max Uplift8=-1445(LC 4),2=-1229(LC 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38,2-3=-1796/1801,3-4=-2366/2594,4-14=-2092/2416,5-14=-2092/2416,5-15=-1252/1447,6-15=-1252/1447,6-16=-1209/1412,7-16=-1209/1412,7-8=-1191/1401 BOT CHORD 2-13=-1557/1388,12-13=-86/91,3-12=-110/181,11-12=-2390/2065,11-17=-2214/1860,17-18=-2214/1860,18-19=-2214/1860,10-19=-2214/1860,9-10=-16/83,6-10=-385/540, 9-20=-101/0,8-20=-101/0 WEBS 4-11=-665/591,5-11=-342/325,5-10=-773/975,8-10=-13/125,7-10=-1861/1593 JOINT STRESS INDEX 2=0.60,3=0.74,4=0.71,5=0.48,6=0.34,7=0.41,8=0.34,9=0.34,10=0.57,11=0.48,12=0.00 and 13=0.43 NOTES (9-10) 1)2-ply truss to be connected together with 10d(0.148"x3")nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category II;Exp C;enclosed;MWFRS; Lumber DOL=1.60 plate grip DOL=1.60. 4)Provide adequate drainage to prevent water ponding. 5)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)All bearings are assumed to be SYP No.2 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1445 Ib uplift at joint 8 and 1229 Ib uplift at joint 2. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)95 Ib down and 261 Ib up at 7-0-0,83 Ib down and 191 Ib up at 9-0-12,83 Ib down and 191 Ib up at 11-0-12,83 Ib down and 191 Ib up at 13-0-12,and 83 Ib down and 191 Ib up at 15-0-12,and 69 Ib down and 180 Ib up at 17-0-12 on top chord,and 371 Ib down and 465 Ib up at 7-0-0,60 Ib down and 59 Ib up at 9-0-12,60 Ib down and 59 Ib up at 11-0-12,60 Ib down and 59 Ib up at 13-0-12,and 60 Ib down and 59 Ib up at 15-2-4,and 72 Ib down and 75 Ib up at 17-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 10)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including SCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-7=-54,2-13=-10,10-12=-10,8-9=-10 Concentrated Loads(lb) Vert:4=-95(F)6=-83(F)11=-371(F)5=-83(F)10=-57(F)14=-83(F)15=-83(F)16=-69(F)17=-57(F)18=-57(F)19=-57(F)20=-59(F) Job Truss Truss Type Oty Ply BUDNICK RESIDENCE BUDNICK T21 ROOF TRUSS 1 2 1 Job Reference(optional) 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 14:53:22 2008 Page 2 LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-9=-54,10-17=-10 Concentrated Loads(lb) Vert:17=323(F)13=-37(F)5=-103(F)12=-37(F)7=-103(F)18=-103(F)19=-103(F)20=-103(F)21=-103(F)22=-103(F)23=103(F)24=103(F)25=-103(F)26=-103(F)27=103(1`) 28=-103(F)29=-37(F)30=-37(F)31=-37(F)32=-37(F)33=37(1`)34=-37(F)35=-37(F)36=37(F)37=-37(F)38=-37(F)39=37(F) Job Truss Truss Type Qly Ply �BIJDNICK RESIDENCE • 2 Job Reference(optional) BUDNICK T23 ROOF TRUSS 1 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 1714:53:34 2008 Page 2 LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increkse=1.25 Uniform Loads(plf) Vert.1-4=-54,4-10=54,110-112=54,12-13=-54,2-14=10 Concentrated Loads(Ib) Vert:21=-4475(B) Job Truss Truss Type Oty Ply BUDNICK RESIDENCE BUDNICK T24 ROOF TRUSS 1 1 Job Reference(optional) 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 14:53:37 2008 Page 2 LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-10=-54,10-13=-54,13-14=-54,2-15=-10 Concentrated Loads(lb) Vert:4=-179(F)25=-316(F)24=-37(F)5=-103(F)8=-103(F)20=-37(F)27=-103(F)28=-103(F)29=-103(F)30=-103(F)31=-103(F)32=-103(F)33=-103(F)34=-103(F)35=-103(F)36=-37(F) 37=-37(F)38=-37(F)39=-37(F)40=-37(F)41=-37(F)42=-37(F)43=-37(F)44=-37(F)45=-701(F) Fb Truss Truss Type Oty 77BUDNICKRESIDE-N CECK T26 ROOF TRUSS 3 b Reference(notional' 10-1-2 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 14:53:40 2008 P44R'[-2 -1-4-0 2-5-8 4-4-0 1-4-0 2-5-8 1-10-8 Snle•1:9.5 4i = 3 4 3.00"IT wt T2 2 T1 81 IM= 34 2M II 5 10-1-2 10-1-2 2-5-8 4-4-0 2-5-8 1-10-8 Plate Offsets(X Yp[2:0-1-0.0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/def L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) 0.01 2-5 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.01 2-5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 4 n/a We BCDL 5.0 Code FBC20041TP12002 (Matrix) Weight:16 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=117/Mechanical,2=229/0-3-8 Max Horz2=39(LC 6) Max Uplif4=-151(LC 5),2=-297(LC 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/17,2-3=-187/631,3-4=-180/626 BOT CHORD 2-5=-552/158,4-5=-552/158 WEBS 3-5=-216/68 JOINT STRESS INDEX 2=0.39,3=0.19,4=0.27 and s=0.06 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category ll;Exp C;enclosed;MWFRS and C-C Exte lor(2)zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)All bearings are assumed to be SYP No.2 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 151 Ib uplift at joint 4 and 297 Ib uplift at joint 2. 6)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 7 rB1 b Truss Truss Type 7ty Ply BUDNICK RESIDENCE DNICK T28 ROOF TRUSS 1 • Job Reference(optional) 10-1-2 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 14:53:42 20081 Bagel 1 -0 4-0-0 7-4-0 10-8-0 14-8-0 1-4-0 4-0-0 3-4-0 3-4-0 4-0-0 scale-127.2 es= 34= 45= • 11 12 5 13 B 00 FIT 3 Wt Wt 1 2 1 05% •x5 103 — 14 15 15 9 7a4 c 3.811 See II 10-1-2 10-1-2 1 4-0-0 7-4-0 10-8-0 14-8-0 4-0-0 3-4-0 3-4-0 4-0-0 Plate Offsets(X,Y):[2:04-14,0-2-5],[4:0-2-12,0-2-0],f6:0-2-12,0-2-01,[8:04-14,0-2-5] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.07 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.13 9-10 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.12 Horz(TL) -0.03 8 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:79 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 6 SYP No.2 2-4-10,Right 2 X 6 SYP No.2 2-4-10 REACTIONS (lb/size) 8=652/0-5-8,2=740/0-5-8 Max Horz2=141(LC 4) Max Uplift8=-752(LC 6),2=-880(LC 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19,2-3=-997/1199,3-4=-930/1207,4-11=-774/1054,11-12=-774/1054,5-12=-774/1053,5-13=-777/1041,6-13=-777/1041,6-7=-928/1186,7-8=-987/1177 BOT CHORD 2-10=-1050(161,10-14=-1326/948,14-15=-1326/948,15-16=-1326/948,9-16=-1326/948,8-9=-940/764 WEBS 4-10=-250/360,5-10=-260/473,5-9=-264/496,6-9=-270/356 JOINT STRESS INDEX 2=0.64,2=0.52,3=0.00,4=0.49,5=0.32,6=0.49,7=0.00,8=0.64,8=0.52,9=0.32 and 10=0.32 NOTES (9-10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category 11;Exp C;enclosed;MWFRS; Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 752 Ib uplift at joint 8 and 880 Ib uplift at joint 2. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)129 Ib down and 335 Ib up at 4-M,39 lb down and 154 lb up at 6-0-12,39 Ib down and 154 Ib up at 6-7-4,and 39 Ib down and 154 Ib up at 8-74,and 129 Ib down and 335 Ib up at 10-8-0 on top chord,and 82 Ib down at 4-0-0,29 Ib down at 6-0-12,29 Ib down at 6-74,and 29 Ib down at 8-74,and 82 Ib down at 10-74 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 9)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 10)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including SCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14=-54,4-6=-54,6-8=-54,2-8=-10 Concentrated Loads(lb) Vert:4=-89(B)6=-89(B)10=-27(B)9=-27(B)11=-39(B)12=-39(B)13=-39(B)14=-10(B)15=-10(B)16=-10(B) Job Truss Truss Type Oty Ply BUDNICK RESIDENCE BUDNICK T30 ROOF TRUSS 1 1 • Job Reference o tional 10-1-2 7.000 a May 29 2007 MiTek Industries,Inc. Mon Nov 17 1 . . 2008 Page 1 1-4-0 3-2-12 4-6-0 7-6-0 1 10-4-0 17-8-0 19-0-0 1-4-0 3-2-12 1-3-4 3-0-0 2-10-0 7-4-0 1-4-0 3fab•1341 Us= 7 4x5 5 S 4x5 i 8 7.00[1F 3 W, 9 IFT 10 3x5 II W G 12 11 4.5 4z5 C h!11 31®= SA= b®II Q4-6-0 10-1-2 3-0-0 1 -11` 10-4-0 17-8-0 3-0-0 0-2-12 5-10-0 7-4-0 1-3-4 Plate Offsets(X Y) [2 0 5 2 Edgel [9:0-4-10.0-1-91,[11:0-4-0,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) 0.05 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.23 Vert(TL) -0.09 9-11 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.15 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:103 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [P] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 1-10-4,Right 2 X 6 SYP No.2 4-2-12 REACTIONS (Ib/size) 13=785/0-5-8,9=498/0-5-8 Max Horz 13=-218(LC 3) Max Upliftl3=-657(LC 5),9=-333(LC 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19,2-3=-369/273,3-4=-362/323,4-5=-87/80,5-0=-78/76,6-7=-382/259,7-8=-382/213,8-9=-499/196,9-10=0/19 BOT CHORD 2-13=-230/398,12-13=-230/344,11-12=-121/297.9-11=-31/330 WEBS 4-13=-711/520,4-12=-247/471,5-12=-99/143,6-12=-421/261,6-11=$8/137,7-11=-52/187 JOINT STRESS INDEX 2=0.43,2=0.23,3=0.00,4=0.37,5=0.29,6=0.50,7=0.57,8=0.00,9=0.57,9=0.14,9=0.14,11=0.45,12=0.61 and 13=0.34 NOTES (7-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed;MWFRS;cantilever left exposed Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)*This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)All bearings are assumed to be SYP No.2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 657 Ib uplift at joint 13 and 333 Ib uplift at joint 9. 7)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard ,, � • , CITY OF ATLANTIC BEACH f' J 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 J INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001257 Date 9/12/08 Property Address . . . . . . 370 12TH ST Application type description DEMOLITION (ENTIRE BUILDING) Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc demo single family ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ FULFORD, JR. , DAVID H. FASANELLI DEVELOPMENT CO 370 12TH STREET 712 SHIPWATCH DR E ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 614-1999 ---------------------------------------------------------------------------- Permit DEMOLITION PERMIT Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/11/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ATLANTIC BEACH BUILDING DEPT. DEMOLITION — PROPERTY OWNER s RELEASE FORM J yr, Date: To Whom It May Concern: I i We the current property owners of: Loty Block Legal Description of Property AKA 3 -7 D have contracted with to have (Address of Property) DFS G0- to remove the 5;II X 40%"Iy (Company Name) (Single Family,Duplef,Commercial, c.) Prior to construction of : VFH/ S�.✓ — ��-,� /lo.� — As a condition of issuing the permit we agree to the following: 1. All utilities are to be located and clearly marked. 2. Once house is removed, lot is to be graded and leveled. 3. All construction debris is to be removed from the property. 4. Affected area is to have grass or seed in place. 5. Erosion control devices will be put in place and will remain in place until grass has covered affected area or new structure is completed and landscaping is in p I a . Signature Signature THIS SPACE FOR RECORDER'S USE ONLY OWNER ' Signed: Date: Before me this day of in the County of Duval,State Of Florida,has personally appeared y" Notary Public at Large,State of Florida,County of Duval My commission expires: n 7 ;�0 O 9 ;• .� , Vp `' Personally Known: or " fid` Produced Identification: �u 'A aht° CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001258 Date 9/15/08 Property Address . . . . . . 150 12TH ST Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc gas 1 250 LP ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- HOOK, ROBERT F. PROGASCO, CORP. 150 12TH STREET 7709 ALTON AVE. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 721-5431 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/14/09 ---------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 55 . 00 55 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH .. i 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 07 �r OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS- 2.IS THIS A SUB PERMIT: 13.DATE ONO �S PERMIT M e)4-0003� 76 Atlantic Beach FL 32233 PROPERTY OWNER- 4 NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE. MECHANICAL CONTRACTOR: 7.NAVE OF COMPANY. 8.ADDRESS.: /Zr} C9 CO �� 7V T N 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONE: 11.FAX NO.: 912 7V a�9- cs�a 7d1. 7,7l-6 737 EMAI ADDRESS: 4 3.OFFIC�PHONE �$ ] 14. J ASt ;'� / Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE:: 15.XASS OF WORK: 16.BUILDING: i.SERVICE: 18.CURRENT CODE: NEW INSTALLATION EINEWESIDENTIAL 06 FLORIDA BUILDING CODE- :3 REPLACEMENT OF EXISTING SYSTEM ®'EXISTING ❑COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑OTHER ❑ REPAIR MECHANICAL EQUIPMENT TO BE INSTALLED: 19. HEAT: ❑ SPACE ❑ RECESSED ❑ CENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM ❑ CENTRAL THICKNESS: MAX CAPACITY: cfm 21. DUCT SYSTEM: MATERIAL: 22. REFRIGERATION: MAX CAPACITY: Cfm 23. COOLING TOWER: CAPACITY: qpm 24. FIRE SPRINKLER: INUMBER OF HEADS: 25. LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26. COMMERCIAL HOOD NUMBER: 27, FIREPLACE: PREFABRICATED: MASONRY: 28. IRRIGATION: ❑ PUMP ❑WELL ❑ PIPING 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. VALUE FOR OTHER ITEMS: 31.COOLING EQUIPMENT: AIR CONDITIONING REFRIGERATION EQUIPMENT CONDENSORS ETC. APPROVING NUMBER OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY 32.HEATING EQUIPMENT: FURNACES BOILERS FIREPLACES AIR HANDLERS ETC. APPR VIN NUMBER MODEL# MANUFACTURER BTU AGENCY OF UNITS DESCRIPTION 33.TANKS: APPR VIN TYPE LIQUID NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY r h� COAB FORM BLDG03:REVISED:8/13/2007 CITY OF ATLANTIC BEACH r i 800 SEMINOLE ROAD v ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001257 Date 9/12/08 Property Address . . . . . . 370 12TH ST Application type description DEMOLITION (ENTIRE BUILDING) Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc demo single family ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- FULFORD, JR. , DAVID H. FASANELLI DEVELOPMENT CO 370 12TH STREET 712 SHIPWATCH DR E ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 614-1999 ---------------------------------------------------------------------------- Permit . . . . . . DEMOLITION PERMIT Additional desc Permit Fee . . . . 100 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/11/09 ------------------------------------------------------------------------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000247 Date 2/20/09 Property Address 370 12TH ST Application type description MECHANICAL HVAC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------------------------- Application desc 2 cond 3 ton ea/1 cond 2 . 5 ton / 3 ahu 6600 btu ----------------------------------------------------- Owner Contractor - ------------------------ ----------------------- BUDNICK, TODD S & CHRISTY H RIX MECHANICAL INC. 370 12TH STREET 1374 7TH ST S . ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 249-9891 --------------------------------------------------- Permit . . . MECHANICAL HVAC PERMIT Additional desc . . 3 CU 5 . 5 TONS / 3 AH 6600 BTU Permit Fee . . . . 103 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/19/09 ------------------------------------------------ Fee summary Charged Paid Credited ----Due--- ----------------- ---------- ---------- --- Permit Fee Total 103 . 00 103 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 103 . 00 103 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. aS r CITY OF ATLANTIC BEACH a Iq r I I i 4') 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US _ MECHANICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 12.IS THIS A SUB PERMIT: 3.DATE: El NO 3 01+ alfs PERMIT#: D LJZJ Atlantic Beach FL 32233 PROPERTY OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: MECHANICAL CONTRACTOR: 7.NAME OF COMPANY: C 8.ADDRESS.:3 S,-7 4* S ^Uu k � l 9.STAT OF FLORIDA LICENSE NO: 10.CE PHONE: 11.FAX NO.: M L y D ? 03 73 04 U Qg4o2 12.EMAIL ADDRESS: 13.OF I�t O E: L ^ 14. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: 15.CLASS OF WORK: 16.BUILDING: 17.SERVICE: 18.CURR NT CODE: l2rNEW INSTALLATION NEW ESIDENTIAL 06 FLORIDA BUILDING CODE- D REPLACEMENT OF EXISTING SYSTEM ❑ EXISTING ❑COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑OTHER ❑REPAIR MECHANICAL EQUIPMENT TO BE INSTALLED: 19. HEAT: ❑ SPACE ❑ RECESSED 2-CENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM LI,16ENTRAL 21. DUCT SYSTEM: MATERIAL:844r dmTo t ja ICKNESS: __L MAX CAPACITY: cfm 22. REFRIGERATION: MAX CAPACITY: Cf 23.COOLING TOWER: CAPACITY: Spm 24. FIRE SPRINKLER: NUMBER OF HEADS: 25. LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑ PUMP ❑WELL ❑ PIPING 29.GAS PIPING: #OF OUTLETS: 11 GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. VALUE FOR OTHER ITEMS: 31.COOLING EQUIPMENT: AIR CONDITIONING REFRIGERATION EQUIPMENT CONDENSORS ETC. APPROVING NUMBER OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY 3 a 3 � L 013WRAzit tit L 32.HEATING EQUI MEN : FURNACES BOILERS FIREPLACES AIR HANDLERS ETC. APPROVING NUM ER OF UNITS DESCRIPTION MODEL# MANUFACTURER B U AGENCY �. ,c hr L� L- 33.TANKS: TYP LI UID APPR VIN NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY COAB FORM BLDG04:REVISED:9/13/2007 CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 4.-0jill Application Number . . . . . 08-00001764 Date 12/30/08 Property Address . . . . . . 370 12TH ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------------------------------------- Application desc temp pole 300 amps 240 volt ---------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- BUDNICK, TODD S & CHRISTY H KNIGHT ELECTRIC LLC 370 12TH STREET 910 11TH AVE S ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 247-9884 -------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/28/09 ----------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- -- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH ELECTRICAL PERNUT APPLICATION Date: Property Address: _3 70 Owner; Telephone M. Coutrtteter: r L4 Telephone N: _2aZ 26 Contractor Address: eZ5�� Fu#: 2.tf 7- Contractor S' mftm: In amitlemdoo of permit given for doing dWwVA ass descr{bod in the above statement we hereby agree to perform said work in mw daaoe with the attechad plans and specifications which are a plot hereof and in accordance with the City of Atlantic Be=h a+dVyuoe sod ataadardv of zood practice listed therein. Bu It ape: 0 Ssailer Servs If other ooasmtrdoo is New• Residence, Temp. Po Ie_ : New being done on 1his buiWft O Old 0 Cofnmereial O Signs 0 Increase Or aPeirotittit fist tae twilding numbu: O Re-wire o Addition Sq.Ft. o Repair Conductor Size: AMPS: 391V COPPER ALiMNUM� Switch or `,� RACE Breaker AMPS f39[� PH W VOLS •c}/C WAY 2` Fadadtag Service RACE sin AMPS PH W VOLT WAY Mater Number Fecden. NO. SIZE NO SIZE NO SIZE Lighting Outlou CONCEALED OPEN R los CONCEALED J OPEN Switches Incandescent Fluoreecent & M.V. Fixed 0.100 AAPS OVER BELL Appliances I TRANSFER. Air H.P.RATING H.P.RAT NG CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT motors 0-1 H.P. 7VOLTAGE PH I NO. I OVER 1 H.P. PHS 11 s860Q _ OVER60031 Trutfonners NO. .KVA NO. KVA No,Neon_Traasf Ra. S• Misoellaneow No Sentimole[toad.Atlantic Beacb,Florida 32233-5445 Phone:(904)247-5800- Fax: (904)247-5845. bttg: jywjy,cLntgantic-beach.fl.us Rcvisod 1/04 HP Officejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Aug 17 2008 10:55AM Last Transaction Date Time Type Identification Duration Pages Result Aug 17 10:54AM Fax Sent 92479843 0:40 1 OK HP Offlcejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Aug 18 2008 2:53PM Last Transaction Date Time Type Identification Duration Pages Result Aug 18 2:53PM Fax Sent 96657372 0:34 1 OK CITY OF ATLANTIC BEACH i 800 SEMINOLE ROAD v ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001765 Date 12/30/08 Property Address . . . . . . 370 12TH ST Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 28 fixtures ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- BUDNICK, TODD S & CHRISTY H JAMES JOLLY PLUMBING 370 12TH STREET 1108 NORTH 24TH ST. ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-9603 ------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . 231 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/28/09 --------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 231 . 00 231 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 231 . 00 231 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 09- I I I I I 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 li OFFICE:(904)247-5826 a FAX NO.:(904)247-5845 BU ILDING-DEPT@COAB.US f � PLUMBING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.IS THIS A SUB PERMIT: 3.DDA E2: N �� ,� �� ' YES /P J S PERMIT#: ( � � D PROPERTY OWNER: 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: PLUMBING CONTRACTOR: 7.NA"E OF COMP Y:,� / 8.ADDRESS.: CE�yp�{p 11,FAX NO.: 9.STP�E OFF RIA NSE :7 0 12.EMA L AD RESS: r 13.OFFIC f" 14. 6 �3 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and v ' if ork is no menced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at an tim after wo s co menced. CONTRACTORS SIGNATURE: �'t•� 7 18.C ENT CODE: 15 NATURE OF WORK: 16 ❑'06 FLORIDA BUILDING CODE- NEW PLUMBING ❑ RE-PIPE ❑OTHER: 19.NUMBER OF FIXTURES: BATHTUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSALSINK DRINKING FOUNTAIN (O WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER �_ WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER(SPECIFY): ROOF DRAIN 20.PLUMBING PERMIT FEES: PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES:�'D x $7.00 (PER FIXTURE) + $35.00 = BLDG03 Perm4 Applicabion Plumb:12118/2008 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000285 Date 3/10/09 Property Address . . . . . . 370 12TH ST Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 20000 ---------------------------------------------------------------------------- Application desc new pool ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BUDNICK, TODD S & CHRISTY H SURFSIDE POOLS 370 12TH STREET 313 BEACH BLVD. ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-2666 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 130 . 00 Plan Check Fee 65 . 00 Issue Date . . . . Valuation . . . . 20000 Expiration Date . . 9/06/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) Wellpoint, if used, must discharge to grassy area, minimum 10 ' from pavement . ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 130 . 00 130 . 00 . 00 . 00 Plan Check Total 65 . 00 65 . 00 . 00 . 00 Grand Total 195 . 00 195 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. � �Ltrt� City of Atlantic Beach APPLICATION NUMBER I� Building Department (To be assigned by the Building Department.) 800 Seminole Road _ � pS Atlantic Beach, Florida 32233-5445 (J a Phone(904)247-5826 Fax(904)247-5845 q "rJ,3l� E-mail: building-dept@coab.us Date routed: 3 City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM ggpartment review required Yes No p �n /� (1/ Buildin Property Address' c�- tanning &Zoni I Tree Administrator Applicant: -Su r a 6 Do s ublic Wor C Utilit Project: .�d0(1 Public Safety Fire Services Other agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing DepartmenFFirst iew: roved. ❑Denied. (Circle one.) ts: BUILDING k�NNNG &ZONING Reviewed by: Date: TREE ADMIN. PUBLIC WORKS Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: [-]Approved as revised. ❑Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH f ,+ 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 O7_1 I r f OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY ;.1,J,0B'ADDRESSrrvx?tai?PtlutkCuL. ke ..s .;,j ..a.i�?:it"tI.i Y9�W.�F 2kV4LUATiOt�Oj�RW°ORk "',xr?a. ti --UND9RROOERT ., , : Ba4aLEGALa DESCRIPTIONSa104040°I ( "K ' M �1R.. 0 7� -s,"i u4 t LA5tCSS2U3W» ►2r*rT or * 11 NEW BUILDING 13 DEMOLITION RESIDENTIAL LOT BLOCK 2• SUBDIVISION S1ZLLAA /NAVIL. Ayi, ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL �%7,DESCRIPTION,OE WORK-IN •+ a: � 1 � ? g 7 1i '. ❑ALTERATION 11 ACCESSORY BLDG. ❑ )(POOL B;FIRE SPL2INK)ER ��f��- Wim; N~4, �� REPAIR /SPA 11 YES N/A ❑MOVE ❑OTHER ❑NO 410I.s :l?4.:w PROPER,TYOWNER„ ',*?';0p 140,r�x � " i'`.a 'CONTRACTOR...: ...'ISN :,."'.' 'ARCH 1TEC.31E..NGINEER_S 9 -'. W: 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: -ro9 C-442-11 371y p0112.u,cK SaIZr-SC9F- fav LS 16.NAME: 24.LICENSEE NAME: % i .ter C . Se-a TT 4Z�7 10.ADDRESS: 17,STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: ,tg�, s-r; GPc o 44C00,0 18.ADDRESS: 3 1•3 (fA<2_4 (a-L/{> 26.ADDRESS: 3 'T - FL• 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: �NQ sleo i 13.CELL PHONE: I/^S A7` o 21.CELL PHONE: 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: FEESIMPLE TITLEHOLDER §„r� � 1 ,;gpNDIN(€,`COM ANl( ° ry MORTGAGE LENDS F 4MR?THANQWNER +.�?jx..M.. ajlM ;n,Esam. 'h,5'.'..#,':^:Stlg,fU, .?�S??PIp'm3e... *� k 4', aeT.6Ss E:....._ 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work Will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR y; .° NOTICE OF COMMENCEMENT LENDER OR AN ATTORNEY BEFORE RECORDING YOUR r+ .,:;,- ,. ±axn4€i w G.._q.•° .:.,..... ;� } ?i 'ti _: ,,Y' W Rp3��,t, t.e i 1:.0 N' 'r?'�" .64� Y�,�q°.�,aS9s°,fir WNER or AGENT I rA* I p *. s. ? 2t °{ {�° l 'r i.I'a d m >,.I e.u r ? ...s° •°...ug,'?n,t° it 3 y,,-�,r„�c-� sl y M 5 N°:.a. _ �N Ff s 3Ek y3eu' °ra .;.. ntI P` er ofAttorne�.orA9ehcy.Letter ReQutfe.).tl r a. �' w} 3R a x4% allfie[OnIY)w nr�rr ... Signed-oc: ate: ) >Before ( D�'U'Owl Before me this y of 200�n the county of / isi_ y of the county of Duval,Stat of Faonda has per y appeared te of Florida,has personally a peared T6J c. �o herin by himself/herse and affirms that all statements and declarations ar herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of ,County of Nota ublic at Large,State of f -L�'County of I�Personally Known Personally Known ❑Produced Identification- ❑Produced Identification- J. Notary Signature: NotarySignature: _ c.1.SulMERLIN MY COMMISS;ON#DD 710801 tiHiY%gig•. ROBBIE T.SUTHFRLIN -•'�: F XPIRES:September 3,2011 MY COMMISSION N r� 71 gyp; j, ;•� + G 0801 n:-•Natery Public Underwriters �e EXPIRES:September 3,2011 Bonded Thru Nota... '::.•;Underwriters COAB FORM BLDGO . ------------- City of Atlantic BeachMAR Q. 2�� APPLICATION NUMBER Building Department (To be assigned by the Building Department.) r 800 Seminole Road Atlantic Beach, Florida 32233-5445 B�� _:�__—•- (/ p( Phone(904)247-5826 • Fax(904)247-5845 p rvV M E-mail: building-dept@coab.usDate routed: City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM _qepp#ment review required Yes No 7� �� Building Property Address'. A� � tanning &Zoni I Tree Administrator Applicant: sit r a 0o s ublic Wor c Utilit Project: .� k) 7L—66 C1 Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date � of Permit Verified B Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewring Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by{� _ Date: TREE ADMIN. PUBL WOR Second Review: ❑Approved as revised. ❑Denied. Comments: PUB C TI IT S PUB SAFETY FIRE SERVICES Reviewed by: Date: Third Review: [—]Approved as revised. ❑Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH { f a 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 07- OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1 JOB'ADDRESS zr3 �u )� r -431r..l'�� W...o-< y I a.war::t,`r ga.W � ..2yVpLUAT10tyOPiWORK} Jnr u a 3 SQ":FP UNDER`ROOF ��LwN(N r Y . 3?� C2-,64 ST• 20, Goo L 4.;LEGALDESCRIPTIOA,,'tl"�*Z 04 .11400RISX11.410111III i5",CLASS'OEWORf 45�•H F ' rxs,a sF t.tea 6;iUSEpFaSTRUCTURE`. �y j�XFT 41 ❑NEW BUILDING 11 DEMOLITION RESIDENTIAL LOT" 1 BLOCK t•• SUB DIVISION 512Ll.(}f;- ANA?•.v,04,- ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL "7�DESCRIP.T;ION OF WORK+ ' _ �rr*r s'S3 '% ❑ALTERATION ❑ACCESSORY BLDG. 8,y FIRE SPE2INKLERa;TH f /� �� ❑REPAIR POOL/SPA 11 YES NIA LU fVN- lT ❑MOVE ❑OTHER ❑NO r;, PROPERTYaOW_NER`�y;u? c...?t a � �a�+s� +°so CONTRACTOR"`- X911 ION&I ARCHITECTII ENGINEER d+S 94;y 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: Tope 91- C-"rzSs7'y ,S Sear s c qC "oot-S 16.NAME: �^ 24.LICENSEE NAME: �a t F✓s(' . Sea 77 (�+- 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 3�3 2,60, S-r; cfco 440 ,9-0 �7 G 3 FL 18.ADDRESS: 3 L 3 t3(L4,C (-} L-?V_L/(�> 26.ADDRESS: g�i 33 'T y %-3co. FL• 3aZ 11.OFFICE PHONE: 777 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 11.OFFICE PHONE: 13.CELL PHONE: 2 3I/ �7 21.CELL PHONE: 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: rl'r ' I, FEESIMPLE,TITLEHOLDER 7s3 .G, s , �ruaaa €aai�d°a � n •e.. ,.. - .y kaea.a s a.iq s•vm -.Al"'! 31. �,IBONDIN�COM ANY � � MORTGAGE LENDER s ,. . iilk�t�'.w„•s�s �f>t:as' lir,:. ar-,,....,,M a. ... ,..'tlei�o...-s 4,#' R.FSs,'e:anti!:a ...s, . 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers, Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT l• •K 4�Y' .^ aa3kT i?.•y.•�r -C•iu 3t.= " all IBC Opl N�6„'h,r�,rYu k6�is�ka x .•�, i3a,�.r a z,a-0,`•2'0 R.-l-g- ;r 7^ WNER o:aAGENT aas r r „ te� Ae,oPeQul1" rWvl E.s:3 Signed: ate: 1 Signe t Date: ava Before me this�- y of 2010111thecounty of Before m Is i_ y of /fit,• 11be" the cwnty of Duval,Stat of Faorida has per�peyy appeared Duv ,State of Florida,has personally a peared herin by himself/herse and affirms that all statements and declarations ar herin by himself/herself and affirms that all slate ments and declarations are true and accurate. / true and accurate. Notary Public at Large,State of ,County of (-Nota ublic at Large,State of�_,County of IRCPersonally Known Personally Known ❑Produced Identification- ❑Produced IdentificatioAll Notary Signature: Notary Signature: cLIN :'a MY COMMISSION#DD 710801 :.... . BOBBIE T.Sl1 HFRLIN `• <= EXPIRES: September 201MY COMMISSION#DU 710801 ,,dn' NvaryPublic Underwdt® EXPIRES:Se ar Ler 3 2011 1 rs Bonded Thru Nota:-..ta:t.ix;Underwaters COAB FORM BLDG0 . City of Atlantic Beach APPLICATION NUMBER �S Building Department To be assigned by the Building Department.) I 800 Seminole Road /) Q Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 Uji .319r E-mail: building-dept@coab.us Date routed: ; e J q City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM D ment review required Yes No Buildin Property Address: / tanning &Zoni Tree Administrator Applicant: Stt r a �� s ublic Wor c Utilit Project: I tJ -60(1 Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewi"ay'gz' iew: [Approved. ❑Denied. (CComments: OIC f�U � 1�I 1 �l1�.�,'� � B � r PLANNING &ZONING t m 1 h1 Reviewed b � Date: TREE ADMIN. y PUBLIC WORKS Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH _ I� 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 07 r r OFFICE:(904)247-5826•FAX NO.:(904)247-5845 s wn, BUILDING-DEPT@COAB.US Fd yk BUILDING PERMIT APPLICATION DUVAL COUNTY �' 'i1,:106`ADDRESS ;^tey�" AI-I �� a.:.:;i�.....,'�, k'r;h".5 ,+ ` :2,V, UAT10tQ,O h..L�a_aE. >S .._ 3?b 12- ST Z 01 moo . Bnal ^�y' R 6 ' M 4FLEGALDESCIPSION�� .USEOF.8TRUCTLRE112� w ` /y potr d * ❑NEW BUILDING ❑DEMOLITION RESIDENTIAL LOT- ` BLOCK2• SUBDIVISION S1�Ll�(R � Mil- ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL El ALTERATION ❑ACCESSORY BLDG. B,�,IRESPRINkLEf�>�' �� ` 11REPAIR )I POOL/SPA [IYES N/A (Foo L ❑MOVE ❑OTHER ❑NO �l;,rl,-, �xPROPERTY,OWNER =.F+ r�sts �; stCONTRACTORsy1,ilXaa: �.„ ARCHITECTIENGINEER_' '� 9.NAME: 15.COMPANY NAME: 23,COMPANY NAME: '(`opC� cE+tz�sry Avvu�ccc Scr2r'sc�� 'avL-S 16.NAME: 24.LICENSEE NAME: �av,,u C' . Se-.a 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 3G3 2V, s-r; ceco 1440 IRO 18.ADDRESS: 3 L 3 0 26.ADDRESS: 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 13.CELL PHONE: y��^ 21.CELL PHONE: 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: _NwOM �>< '�,� •e- 0 a+k•R'tiiwxerEAt3.9 .&s.e?Eb.ct±�Ef FEESIMPLFOLDERMilA Nk • 'BQNDINq;,C,tTITLEH � ? 31.NAME: earN?:Dac•E•>:_�.R.� .,•� - , 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. r WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT n n M 2" .0 7w";c«• - a ar3, ui x .s,- rsw �(w aa^se�. ;i >_ t1+ x tyr �13,u^a...• ,�e rsF r.F ;. l`s " WNE •b'�•j';AG,ENT t�iln.aa, s r • yr e ;Il p. 8 t .,,CQN li � m gse r '21, WNW, .-'aa=.ele.�l3Ma«3eP •u- S'e to:4,.... wt x r r ., Pt , ear ofAttorpe° o[P9tlhcy Letter Requite r,,..a. .•tet, ,; Ii,x,,. ,�4.4 Ci..ay.,. Signed: ate: >Du , ! Date: Before me this _ y of 200'rn the county of is i _ y of q0 Br the cwnty of Duval,Stat of Florida has perteF�ly appeared e of Florida,has personally a geared /.! herin by himself/herse and affirms that all statements and declarations ar herin by himself/herself and affirms that all statements and declarations are true and accurate. / true and accurate. Notary Public at Large,State of ,County of (�Nota ublic at Large,State of _,County of Personally Known Personally Known [IProduced Identification- ❑Produced Identification- - Notary Signature: Notary Signature: 600 MY COMMISSION p DD 710801 ROBBIE T.SU,HFRLIN _ FXPIRES:September 3,2011 MY COMMISSION k 00 710801a n.,•Nvta run EXPIRES. , r 2011 ^/ Ncunderwfters Se' nber 3 Bonded Thru Nota:.P-14:Underwrlers COAB FORM BLDGO . CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000766 Date 6/02/09 Property Address . . . . . . 370 12TH ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc POOL ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BUDNICK, TODD S & CHRISTY H DAVID PRUETTES ELECTRICAL SVC. 370 12TH STREET 331-8 PARKRIDGE AVE ATLANTIC BEACH FL 32233 ORANGE PARK FL 32065 (904) 272-7225 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 75 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 11/29/09 - --------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH r r•� 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 07- ` \J OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@ COAB.U S ELECTRICAL PERMIT APPLICATION DUVAL COUNTY Jf.l 11..JOB �ADDRESS: 2.IS THIS A SUB PERMIT: 13.DATE ❑N Atlantic Beach, FL 32233 O PERMIT#: PROPERTY OWNER: 111 111 4.NAME: \ 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: I-o�G V)'Q�� / �� ELECTRICAL CONTRACTOR: 7.NAME OF COM Y: 8.ADDRESS.: R u I C ✓ 3 31-`� f ►�k r1�1 �e 20(o s 9.STATE OF FLORIDA LICENSE NO: 10. . CELT PHON-) - E , 11 FAXNO: J 1)ivd`1/ 1. lJ l � -217 12.EMAILEs ^ �t 13.OFFIC PHONE: 14, 15.Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months a�ani �after wor Ommen CONTRACTORS SIGNATU 16.CLASS OF WORK: 17.SERVICE: 18.METER NUMBER: ❑ MULTI FAMILY-#OF UNITS: ESIDENTIAL ❑SINGLE FAMILY ❑TEMP SERVICE ❑ COMMERCIAL ❑ADDITION ❑TRAILOR 19.BUILDING: 19.CURRENT CODE: ❑ALTERATION ❑SIGN ❑OLD ❑ NEW ❑'05 NATIONAL ELECTRICAL CODE " ❑REPAIR P4!rO-OL/SPA ❑ REWIRE ❑OTHER: LIST ALL ELECTRICAL WORK: 20.TYPE OF SERVICE: ❑ OVERHEAD ❑ UNDERGROUND ❑ UNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE: ❑ POWER IS ON ❑ POWER IS OFF 22.SIZE OF CONDUCTOR: AMPICITY: ❑COPPER ❑ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24.EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25. FEEDERS: #OF AMPS: #OF AMPS: #OF AMPS: 26. LIGHTING FIXTURES: INCANDESCENT:�_ FLUORESCENT&M.V.: 27. FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28. FIRE ALARM: ❑YES ❑ NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER: I 30. RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31.SWITCHES: 0-30 AMPS: I 31-100 AMPS: OVER 100 AMPS: 32.AIR CONDITIONING: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: 33.MOTORS: NUMBER: ( VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: 34.TRANSFORMERS: UNDER 60OV: NUMBER: KVA: OVER 60OV: NUMBER: KVA: 35.MISCELANEOUS REPAIRS: DESCRIBE IN DETAI t r COAB FORM BLDG02:REVISED:8/13/2007 PSR-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION -------- LOCATION INFORMATION ------ Permit Number: 15313 Address : 370 TWELFTH STREET Permit Type: PLUMBING ATLANTIC BEACH , FLORIDA 322331 ---------- LEGAL DESCRIPTION ------ :'lass of Work :ALTERATION Constr , Type:WOOD FRAME Block: Lot , Twp: Proposed Use: Section: 0 Subd-.(,' Rnq: Dwellings : 1 Subdivision:ATIJANTIC B'EACH Est . Value: 0 .1) Improv. Cost : 1 . 00 Total Fees : 25 . 00 Amount Paid: 25 . 00 APPLICATION FEES Name: DAVID FULFORD V TE,RM I T 25 0'1 310 TWELFTH STREET ATLANTIC REACH ., FLORIDA 322': k i o n e 904 ', 356- 963 TNFORMATION Name : DAVID 9RAY PLUMBING , IN:- Addr ,, F,0 BOX 117r.,-2, JACKSONVILLE , FLORIDA Lic: CFCO22566 Exp: NOTES: 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 MECHANICS' 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. $25.80 14 Bat@* 9�;&97 @I Receipts 0090882 mktks 17851 ATLANTIC BEACH BUILDING DEPARTMENT 00100003221000 By: I CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: �u�f BUILDING CONTRACTOR: PLUMBING CONTRACTORS►`��-�(Q ��' � e AND ADDRESS: I (LEC�, k1C J (L TELEPHONE NUMBER: __` - qZ�S STATE LICENSE NO. of 59) n TYPE OF BUILDING: (Le e->Ibav�' TYPE OF WORK: w I Pe orcD kid-tEg ( c tims HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS _ WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ ----------------------------------------------------------------- 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 I SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC - 904) 247-5834 WORKS FOR INSPECTION BEFORE COVERING UP PSR-3844 8885 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH Permit Number_ . . TWELFTH vTRET F'¢rtnic Type: ELECTRICAL TWELFTH REACH . FLc�RIt.;« lass cit Wes }_ . ADDITION --_------ LEGAL DESCRIPTION - Constr . Type: WOOD FRAME _______ Lc�t : Block - Section: F1 ,,posed Use: SINGLE FAMILY Township. RNG, Dwellinas : 1 "od.e : n Subdivision : ATLANTIC BEACH Estimated Value ! Improv. Cast : Total Fees - 5 nn �-.T►ount Paid: X25,, I)ate vi e! : 1 STRET WATER1MPACT FEE �` ��1t � �Ii , FLORIDA � � SEWER IMPACT FEE t: Phis T 3. WATERMETER/TAP ° , � NFORMATICIi DO- CAF to NameZRV-jA ELECTRIC CCC Cn CAPITAL IMPROVE. $0 . CtC AddresE - . .r v ;t»694 SEWER TAF S {1r FL RCSB +�'ONNEC'TI,�N0 r' 'r Type , SECH IMPACT FEE CONST. SURCHARGE NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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 MECHANICS' 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. ATLANTIC BEACH BUILDING DEPARTMENT 00000tKI00 0(KKKKKK)0 $25'00 14 Date: 8/03/94 01 Rcpt. 0071581 CHECKS 13M By: CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, VIE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL. REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. , J( C L ELECTRICAL FIRM: MAS R EL - TRICIAN SIGNATURE YNIAN NAME FLAL orc, ADDRESS: ��70 1Z"" S7r'ee7 RFD BOX BLDG.SIZE BETWEEN: //~'' S rfee( $ _7 r S Treg RES.(� APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW ( ! OLD (I ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SO. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ALUM, SWITCH OR BREAKER AMPS PH IN y� VOLT RACEWAY EXIST.SERV.SIZE T AMPS \ PH W 47'�;'VOLT RACEWAY FEEDERS NO. SIZE N0. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL_ RECEPTACLES CONCEALED OPEN TOTAL O.JO AMNO. J1.100 APAP SWITCHES INCANDESCENT -' FLUORESCENT&M.V. FIXED 0.100 AMPO. Ovt:ll APPLIANCES DELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KIN-HEAT 0'1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1II.P. VOLTAGC PHS MISCELLANEOUS 11✓lei Ao( Lliyl/7-5- :1 C b h2y/- 37o 1 TRANSFORMERS: UNDER 600 V. OVER 600 V. 1 NO. KVA 1%10. IKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN — FORWARDED TOTAL FEES PSR-3844 8906 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION --------- LOCATION INFORMATION - r - - F-_ miue t Nmbr: ?9016 Address * 170 TWELFTH STREET ,Permit Type. MECHANICAL ATLANTIC' REACH , FLORIUA 3223 ; ass of Work: ALTERATION -------- LEGAL DESCRIPTION ------- - 'onstr . Type: WOOD FRRMESection' Block : resRrsed Use : STNGLE FAMILY Townshi n: ,L,w4.l I i na S ,:,-Ie : 0 Sul_,division - ATLANTIC BEACH Estimated Value : TmprovCost : Tr,t a3 S41 , Am o uh 8!4.1, INfORMATITON APPLICATION FEES ,OWN_E-R 3LRT: PERMIT S'4 1 F6 J:, WA T,U IMPACT FEE ,,-. SO i4tLFTH STREET _J,jres, -j"---)�,CT FEE 14 T,T 0 S F,�M T H pj�CT,' WATER, _M&tP,/TAP RADON GAS-H.R . S , - ------ - fdT _R �NFORMAT,I.QN RADON CAB 5% WGINEERS APITAL IMPFOVE. I SEWER TAP :'MLLE . FL 3x204 CROSS CONNECTTON 0 0 Tyr-- SEC H IMPACT FEE CONST , SURCHARGE SO NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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 MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS-59 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 0000(K)000 000000000 $41.0014 ATLANTIC BEACH BUILDING DEPARTMENT Date; 8/10/94 02 Rcpt: 0073428 DECKS 3208 By: BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH �>pj ATLANTIC aaACH, FLORIDA atass JS APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to Compleette all items in sections I, II, 111, and IV. LOCATION Street Address: I t �Zq T/f" r,e "X {�7�� OF Intersecting Streets: Between FaVr (-Wa!%` AwJ "X r WILDING 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 attac4d plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Nasse of Mechanical (� contractors C Coa1►acfor (Print) ni-K(9Muter , Nasse of property Owner �,(� A�t L+ � C o U r SiYnaturo of Owner _� Signature d or Authorized Agent - Architect or Engineer I11. 6WlERAL INFORMATION A. Type of h..Nng fuel: e• IS OTHER CONSTRUCTION 99ING DOM[ON ❑ Eloc ric THIS W ILOINO OR SITE I Ale ❑ "—[3 Lt ❑ Natural ❑ Central Ufiaty IF YES, GIVE Numean OF CONSTRUCTION ❑ 00PERMIT r — spoefy �t�ice- to >7 IV. IAC♦IANICAL BQUNMINT TO N INSTALLED NATURE OF WORK (►revile to list of comp 018 P ft on beck of this 110m) R TUResidentlal or El Commercial Mast ❑ Specs ❑ Receued mr- Cerstwl O now ,❑�.,j�New Building CoadrtieningE3K : too," �Ceret,el lsEXExisting Buliding 0 Duct syrt.nrc Material 0 RsplacemMt of existing system Maximum capacity cif ❑ New Installation(No system previously IMtapea) C) O Extension or add-on to existing system Ref*,gorotia+ ❑ Coeiing tower: Capacity ❑ Other — Specify ❑ Fire sonklon: Number of hwde ❑ Elevater ❑ Manlift ❑ Eacelater (etullber) THIS SPAO FOR OFFICi US ONLY ❑ Gasoline pumps (Iwrrsb+r) I�A«+»dI ❑ Tsetkr (number) Remsrb ❑ 116 coabi (number) ❑ Usf'wed pressvro yowl ❑ Boelore PwwA Ap rered by Ilea. ❑ Mihai — specify 11,61,1110 Fes LIST ALL EQUIPMENT AQ CONDITIONING AND REFRIGERATION EQUIPMENT Number Unit Deac44pU08 Weed NUMbeir Hatotataetow (Kh Ate T osm rt - // wrvox !)EATING • FURNACES, BOILERS, FIREPLACES � Ntmsber Unita Deecrlpum Me"N1mbw Ieatad[alllmaRr (>�'[TT •� c iG ST -10.0 v T ff TANKS sew Haar Nowbw amity Ty" UQU14 Naare alt sww A � ae sDIMAMdoela contaMea Hs�aetmw No. PSR-0P44 7509 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION --- ------ LOCATION INFORMATION - - ----- Permit Number : 7509 A.H.ress : 370 TWELFTH STREET Permit Type ° RE-ROOF ATLANTIC BEACH , FLORIDA 32232 Class of Work : NEW ------ LEGAL DESCRIPTION --------- Constr . Type: WOOD FRAME Lot : Block : Section: Proposed Use: SINGLE FAMILY Township: RNG: 0 Dwellings : 1 Code: 0 Subdivision: ATLANTIC BEACH Estimated Value: $3000 . 00 Improv . Cost : $0 . 00 Total Fees : $22 . 50 Amount -Palid: $22 . 50 - --- ---- OWNER INFORMATION ------- ---- APPLICATION FEES --- ,;ame: DRVID FOLFORT PERMIT $22 . 50 5' ''"0 'TWELFTH STREET WA'T'ER IMPACT FEE So . ATLPNTTr' BEACH , FLORIDA 32", 3 SEWER IMPACT FEE p 90 j � 5--_1,88 WATER METER/TAP RADON GAS-H .R . S . $0 . 00 - - -- CONTRACTOR INFORMATION --- RADON GAS - 5% $0 . 00 Name : WAYNE BATES CAPITAL IMPROVE. $0 .00 Address , 119 HOTEL STREET SEWER TAP $0 .00 PALA'TKA, FL 32177 HYDRAULIC SHARE $0 .00 Licens F '0' 14517 Type: 0 CROSS CONNECTION $0 .00 SEC .H IMPACT FEED CON - SC--OTHER NOTES: e NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE F ILDING M:AND AL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE EARED UP HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS'ILDING IMPROVEMENTSLIEN LAW CAN RESULT iN THE PROPERTY OWNER PAYING TWICE O ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: CITY OF ALANTIC BEACH ROOFING PERMIT APPLICATION Owner(s) : 16AVI"g row �oRi Address : 370 �Z S� Phone: 2-Y I -370 S Lot # Block or Unit # Subdivision: Contractor: 1;'7 1�Fz- /�dG- Address : //9 171o74e/ S74- City, State and Zip /alCL7'�/CG Phone 32S-2SJ1f State License # RC 005-/YS7 Describe work to be performed: �f e I'dU7'- Valuation of Proposed Construction: -*,3000 . Materials to be used: 2 SS- -i Signature of Owner; Signature of Contractor: ,eazz Liability Insurance Supplied Workers Compensation Insurance Supplied License Information