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149 10TH ST (VAULT) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept2acoqb.us Application Number . . . . . 07-00001617 Date 11/29/07 Property Address . . . . . . 149 10TH ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------- --- - ----------- ---------------------------------- ------ -- - - ----- ----- Application desc INSTALL FIXURES --------- -------- ---------------- -------------- - -- - -- - - - -- --- - Owner Contractor -------- ---------------- AMERICAN ELECTRICAL CONTRACTOR GOODLING Q/A:GRASS, ROBERT 149 10TH STREET RD. 43 ATLANTIC BEACH FL 32233 5065 ST. AUGUSTINE JACKSONVILLE FL 32207 (904) 737-7770 ------------------------------------------------------------- ---- ----------- Permit . . . . . . ELECTRICAL PERMIT Additional desc - - Plan Check Fee .00 Permit Fee . . . . 70 . 00 Valuation . . . . 0 Issue Date . . . . Expiration Date . . 5/27/08 -------------- ------------------------------------------------------------- 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 ES AND THE FLORIDA PERMIT j�;�APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANC BUILDING CODES. CITY OF ATLANTIC BEACH 8)Q SEMINOLE ROAD,ATLAN-IC BEACH,FL 32233 07- �:I OFF Cz:(934:247-5825 @FAX NO (904)247-5845 ,1 7 6UILDjNG-DEPT@COAB.US ELECTRICAL PERMiT APPLICATION DUVAL COUNTY 1.J013 ADD RESS: 12�IS THIS ASU13 PERMIT: --73.DATE 11 NO I i I - '��-6 ) Atlantic Beach, FL '��)233 1 C YES PERMIT#7 PROPERTYOWNER-- 4 NAME -17 iF CP-F-�RE%TFRC1V J03A::CRESS: 6 FHONE: ELECTRICAL CC 7.N 13,AME OF COMPAZY: ADDRESS. �f)�r F < kq '�A 9.STATE OF FLORID IC INSE NO; 10.CELL PHONE il FAXNO.: Ce 13.OFFICE PHONE: 14, 15.Application is hereby made to obtain a permit to do the work and installations as irdicatec. I certify that all work vvill:be.performed to mee. the standards of all laws regulating construction in thi5 jurisdiction. This permit becomes null an�dyUcl "VIK I enced witriin six(6) a no months, or if comitruction orwork is suspended or abandoned for a period of six(5)months I y ime after wo is c nced. CON-R.ACTORS SIGNA-ruRE: 16.CLASS OF WORK: 17.SERVICE: IS.METER NUMBER: 0 MUL71 FAMILY-#OF UNITS: IS RESIDENTIAL F SINGLE FAMILY 13 TEMP SERVICE 0 COMMERCIAL (3 ADDITION 0 TRAILOR 19.BUILDIN G: 19.CURRENT CODE: 13 ALTERATION 0 SIGN M OLD 0 NEW 0'05 NATIONAL ELECTRICAL CODE 11 REPAIR D POOLISPA 0 REWIRE 0 OTHER: LIST ALL ELECTRICAL WORKL 20.TYPE OF SERVICE: 0 OVERHEAD OUNDERGROUND El UNDERGROUND UP POLE 21. NEW SERVICE! CONDUCTORS PER PHASE: 0 POWER IS ON C3 POWER 15 OFF 22.SIZE OF CONDUCTOR: AMPICITY: EICOPPER kk ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: A PH: 7�' W: VOLT 24.EXISTING SERVICE SIZE: MPS:I�L'— 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 1 OD AMPS: 28. FIRE ALARM: 171 YES 11 NO 29-31 DO NOTAPPLY TO NEW S114GLE FAMILY,MULTI,FAMILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER- 1 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 HIP RATING: AMPS: HEAT KW: 33.MOTORS: NJMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HPi KVA: 34.TRANSFORMERS- UNDER 60OV: NUMBER: KVA: OVER 600V: NUMBER: KVA: 35.MISCIELANEOLIS REPAIRS: DESCRIBE IN DETAIL: C,OA3 FORM BLDG0Z RE',IiSED�6113!2DC7 L-d 9V99-L1vZ-'v06 swelsAS u0ljeWjOjUI dZt,:C0 Zo Co 100 TLANTIC BEACH CITY OF A SS 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deotkcoa-INUS Application Number . . . . . 07-00001484 Date 11/06/07 Property Address . . . . . . 149 10TH ST Application type description RESIDENTIAL ADDITION/ALTERATION Property zoning . . . . . . . TO BE UPDATED Application valuation . . . . 16000 -- -------------------- --- -------- --- ---- ---- ---------------- - - - - -- ---------- Application desc CLOSE IN PORCH W/ GLASS ------------- ------------------------- - --- - --- ---- ------ -------------------- Owner Contractor ----- ---- --------------- ------------------------ GOODLING LIFETIME ENCLOSURES, INC. 149 10TH STREET 5521 CHRONICLE COURT FL 32256 ATLANTIC BEACH FL 32233 JACKSONVILLE (904) 731-5580 ------------ --------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc - - Permit Fee . . . . 110 . 00 Plan Check Fee 55 . 00 Issue Date . . . . Valuation . . . . 16000 Expiration Date . . 5/04/08 --------------------- ---------- ------------- ---- - -------- - --- --------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE . ----------------------------------- ----------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 110 . 00 110 . 00 . 00 . 00 Plan Check Total 55 . 00 55 . 00 . 00 . 00 Grand Total 165 . 00 165 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. TRACO RED OAK 10/09/07 2400 BROADWAY STREET PAGE 1 OF 56 RED OAK, IOWA 51566 VERTICAL SUNROOM STRUCTURAL CALCULATIONS GOODLING RESIDENCE ATLANTIC BEACH, FLORIDA ki J. ROBEP J! KlllcCLOY, STRUC ENGINEE FILE COPY FLOR&',to6i MAP OF BOUNDARY SURVEY DESCRIPTION- THE WEST 108. 3 FEET OF LOT I IN BLOCK 40 OF " ATLANTIC BEACH CORPORATION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 6 PAGE I OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. cn� ...................... ..... ............. LOT 2 .............. �s LOT 8 ........ BLOCK 40 4 9' c� BLOCK 40 .......... .... .... ----------- TIES 108 3' (P) 1.8, S 6 ------------- F. FDYCE TIE rF I MSMW 10&V(AO ------------- 0-0-0 E]�—AIC .... ............. A'. 6' W .7 ... ---------- 31.4' BRICK WOOD 2 STORY LLI POOL 8.11 12.0:1 —4 LOT 7 TORY .8, ...... STA Y BLOCK 40 LJ 0 m: N .3 CD---------- 1.R. 112' OCK 40 - NO ID F.I.P. ilt- X.P. RISER NO 0 — — — — — — 109.1,7M _oHE N.P. IE BOX .................... 4' ...........z.. ..........----- .... ............... ...... .........---------------- ......... ......... .......................... ...= ..................................... ..=.................... .................. ......... ------------ .................................................................--------------------------------------------------------........— ------------ . .... ... .. .. ........ ..... ............................ ....:..: .. ...................................... .................................................... .................. . ... .. .......... ......... .......................... -------- ........................................................ ..... -------- ----- ........— .......... -------- ------ ... 24' ............................. ........ ------ ----------------- .............. .... .— --------------------------------------- ......I....................................... ----------------------- ......... ........... ..:............. "Of ................... ..................................................:.................:............ . . .................... .................... . .. ......... . ............................ % .............. ---------- E /7Ck 10TH 5 1);? ET . .. ...... - ----------- ...............................................1-�.-..-.-.....-...-.-.-.�--....-.-...........--...-�...... . ... ...... ----------------- ---------------- ----------------------- ...........-...—....................................................... .. ............. ..... ..---------- .... .. .. ------------------- ............ ........................ .......... /........ .......................... HOMEOWNER ENCLOSURE AFFEDAVIT The purpose of this document is to make you aware of any limitations in the enclosure that is being permitted. Type A: An enclosure with -lass windows, insulated walls, with or without heat/air conditioning is considered an addition by-the code. This type enclosure has certain structural requirements, requires footings and has certain electrical requirements. EXCEPTION:In a retrofit of a. type B enclosure, with glass/acrylic windows, footin, required, provided both panes are easily removable (XX sliders) s will not be - The exterior must have at least 50% Of its exposure made up of removable panels. NOTE: GlasslAcrylic windows with OX of XO configuration must meet all of Type A enclosure standards. Tvre : A screen enclosure or an enclosure with vinyl windows, is not considered an addition, and has different structural and electrical requirements. If you are installing a Type B enclosure, it may be difficult to later retrofit to Type A. read the above, and am aware I am installing a Type (horneown z A�__ B_(check one) enclosure. I understand that according to the' current City Building Code to have an enclosure with glass/acrylic windows consisting of one (1) fixed pane and one (1) moving pane (OX or XO) that the enclosure is determined to le an addition and needs to meet with all the requirements of the Type A enclosure. An enclosure that has windows in which both panes operate (XX) and are easily removable is not con idered an addi on. e et the electrical and footincr standards of addition of(XX) sliders requires that the enclosure me s ti Th the Type B enclosure while meeting the structural requirements of the Type A enclosure. If I chose -lass or vinyl slider windows consisting of two (2) XX sliding panels, I understand that the City does not consider this room to be an addition, but a screen enclosure. I understand that I am responsible for the removal of the glass/acrylic (XX) sliders or vinyl windows in the event of severe weather. In the event of severe weather this enclosure (with XX sliders or vinyl windows) is considered a screen enclosure and must have the panes removed to meet that qualification. Signature z Z 9 . thomeowner) (D A ess: (Notary) AMY C DWIN (Date) MY Commission Expires: COMO OM37220 Exwm 6i&*M BQn"d thfu(8W)432-4254: .......FIGF�Ua Notmy Aun, .....................a.M.4 APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-04 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions,Renovations&Building Systems Compliance with Method C of Sub-Chapter 6 of the Honda Energy Efficiency Code nay be demonstrAed by the use of Form 600C-044;f add',b,,s of 600 square feet of less,siterstalled components of manufactured homes,and renovan to single-and rgultiple-family residences.Aftemative mrh(P are pkvid�for additions of Form 60OB-04 or6OOA-04- PROJECT NAME: BUILDER: 10 PJ LY42W AND ADDRESS: PERmrrTil,!G' CLIMATE ( OFFICE: Allk ZONE: 1E] 2 E] 3 1:1 OWNER: PERMIT NO.: PW . I I JURISDIglON NO.:1 I I I I Ej_ SMALL ADDITIONS TO EXISTING RESIDENCES(600 square feet or less of conditioned area).Prescril "' 'i(ements in" 6C-2.and 6C- only to the components of the addition,not to the existing building.Space heall cooling,and water heating equipment cy I!M must b on ,e,n .. lied specifical, Raddition or is being installed in conjunction with the addition construction.Components separating unconci=sp m co , Red W Telettheprimribedmirul Kiin levels.RENOWI-IONS(Residential r buildings undergoing renovations costing more than 30%of the assessed,value of thecj�g). r 'Il r rits in Tab ies I n1AG SY�TE ents and equipment being )nJ n renovated or replaced.MANUFACTURED HOMES AND BUILDINGS.Only s I tallied en I qed by this I Buf MS.Comply when complete new system is installed. Please Print CK 1. Renovation,Addition,New Syst or man ctured H 2. Single-family detached or Multipl dy a ed 3. If Multiple-family-No.of units covere by thi ission 3. ed, 4. 4. Conditioned floor area(sq.ft.) �7' 5. Predominant eave overhang(ft.) 6. Glass type and area: Single Pane Double Pane a.Clear gLass 6a. _sq.ft. sq.fL b.Tint,fi reen 6b. sq.ft. sq.ft. 7. Percen of 9 to fl 7. % area 8. Floor type on: a.Slab-6 ade ue) 8a R lin.ft. b.Wood,ra R-value) 8b. R sq.ft. com R-value) Sc. R sq.ft alue) 8d. R sq.ft. e., Crete,commoTrl�R-value) Se. R sq.fL 9. WaU type a insulation: a. Exterior 1. Mason (nsula -value) 9a-1 R sq.ft. 2. Wood I e(I 'tion R-value) 9a-2 R sq.ft. b. Adjacent: 1. Mason (n bon R-value) 9b-1 R sq.ft. 2. Wood fra nsulation R-value) 9b-2 R sq.ft. c. Marriage Walls of Multipl its*(Yes/No) 9C 10. Ceiling type and insulatio a.Under attic(Insul in R-value) 10a. R= -sq.ft. b.Single assembi 1 sulation R-value) 10b. R= sq.ft. 11. Cooling systerri 11. Type: (Types:central,room unit,package terminal A.C.,gas,existing,none) SEERIEER: 12. Heating system* 12. Type: (Types:heat pump,elec.strip,natural gas,LP-gas,gas h.p.,room or PTAC HSPF/COPIAFUE: existing,none) 13. Air distribution system* a.Backillow damper or single package systems'(Yes/No) 13a. b.Ducts on marriage walls adequately sealed*(Yes/No) 13b. 14. Hot water system: 14. Type: (Types:elec.,natural gas,other,existing,none) EF: Pertains to manufactured homes with site-installed components. I hereby ceruty that g�e plans amd sibecificatio by the calculation are in compliance with Review of plans and specifications covered by this calculation indicates compliance with the Honda line Florida Energy de. Energy Code.Before construction is compleW,this building will be inspected for compliance in PREPARED BY: DATE: accordance with Section 553.908,F.S. I hereby certify thall �da Energy Code, BUILDING OFFICIAL .1 Is OWNER AGENT. DATE: CATE: FLORIDA BUILDING CODE-BUILDING 13-0.33 GOODLING RESIDENCE Bob McCloy 10/09/07 PAGE 3 OF S4*- DESIGN CRITERIA WIND LOAD ATLANTIC BEACH, FLORIDA (ASCE 7-02) HEIGHT = 15 FT. V = 120 m.p.h. CATEGORY 11 I = 1 .00 EXPOSURE C K h = 0.85 K zt = 1 .000 K d = 0.85 gh = (.00256)(K h)(K zt)(K d)(V)2 (1) 26.63 PSF GCpi — —.18, +.18 VERTICAL WALLS GC p —1 .4, +1 .0 —P (26.63)(-1 .4 0.18) —P —42.08 PSF +P (26.63)(+1 .0 + 0.18) +P +31 .42 PSF DEFLECTION ALLOWABLE FRAME DEFLECTION = L/175 NORMAL TO THE PLANE OF GLAZING. PROJECT: GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE -4 OF 311: E Lo 0 o 18 a C In LC 0 08 0 2 ga- 0 a C 11 V 8 — low 0 ff r M C 9 C o im S 0 .9 a w we CL (A 0� z 7! C C =C C C S41 C z .......... N C4 C ku 0 r6 0 z CD CD 0 CD Cm 14inimum Design Loads for Builldings;and Ottw Structures 39 Wind[Dtr��Factor,Kd T61e 6-4 PROJECT: GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE 5— OF sz, Type DtrecfmxaaW fi�Y,4* Main Wind For"Resisting Systm 0.85 Coff"nents and Cladding 0.85 Arched Roofs 0.85 Ckbnaeys,Tanks,and Similar Structures Square Ekmagonal 0-90 Round 0.95 0.95 Sofid Sips 0.95 Open Sijgms and lAttice Fnunework 0.95 'Trused Towers Triangular,"re,recbmgukr 0.95 AU other cross sections 0.95 *Dkectionality Factor Kd has be=calilrated with combina�of kads T=fied m Sect=2. This fictor shall only be Vphcd wbm used in c0aimxtim with load c0mbinB�Tecified in 23 and 2.4. 76 ASCE 7-02 PROJECT: GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE OF Veiodty Pressure ERmure Coefrwients,K,,MW Kz Table 6-3 Height above Exposure(Note 1) ground levei,z C ft 011) Case 1 Caw 2 Cases I &2 Cases I&2 M5 (0-4.6) 0.70 0.57 0.85 1.03 20 �61) 0.70 0.62 0.90 1.08 25 (7.6) 0.70 0.66 1.12 30 1.16 40L OJ6 1-04 1.22 50 L09 1.27 66 113 1-31 70 Q.S9 1.17 1.34 80 (7A.4) 0-93 0.93 1-21 L" 90 (27.4) 0.% __�._96 - 1.24 1.40 100 (30-5) 0.99 0.99 126 1.43 120 .0 1.04 1.04 1-31 1.48 j A21-1 140 1.09 1-36 1.52 __ill 1.09 160 .(48.8) 1.13 1.13 1-39 L55 190 (54-9) 1.17 1.17 1.43 1.58 200 _ (61.0) 1-20 1.20 1.46 1.61 250 ___(76.2) 1.28 128 1.53 1.68 300 - 135 135 T-39 1.73 350 - (106.7) 1.41 1.41 Tg�__ 1.78 400 __A 121.9) IA7 _i_-47___T-6q - 1.82 4M 137.2 1.52 1-52 1 1.73 1.96 1_77 Notes: -Case 1: a. All components and claMing b Wm*ffi-Mrce je- 1 ft 16 W�-_rM e-ry MI d ff i gs3 Wgh eff&Mg-T-g,,,e 6-T(Y Case 2: a. All Rum wmd force resisting system in buddmp except ame in low-nse buildings designed using Figure 6-10. b. All mam wind faw reswing system in odur structim. 2. The velocity pressure exposure coefficient K,may be determined fim the following fornuila- For 15&:5 z:5 z, For z<15& K,,=2.01(m4)2m K,=2.01 (15/z,)"a Note: z shzU not be taken less dm 30 f�et for Case I in exposure B. 3. a and z,am tabilated in Table 6-2. 4. Lhxw hterpoMon for intermediate vahies of height z is acceptable. 5. Exposin cdegories are defhed in 6.5.6. MIninwrn Design Loads for BuilcIngs;and Odw Sbuctures 75 PROJECT: GOODLING RESIDENCE Im"rbL=Factor,I(Wind L"ds) BOB McCLOY Tale 6-1 DATE: 10/09/07 PAGE OF 7 --paem1egions Harricane Prose Regions Category and Hawricase ftow Regions wfth V>100 mph 1 0.47 0.77 H 1.00 1.00 m 1.15 1.15 IV 1.15 1.15 Note: 1. The budding and struct=c1assffication categories am fisted in Table 1-1. mmkwjm Desip Loacis for Busc*W and Othw Sbuchxes 73 h:5 60 ft. 6-11A Ext�- Coefflden* sed, 7==Farfidly Encksed Buildings Waus PROJECT: GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE OF 5 k 4 10 5W r.L -1 6 0 AA -1.2 4A -1.0 -0.8 -U 0 -0.6 -0.4 -0.2 0 Cn +0.2 1 1 1 11L 4-.4- - a +0.61 41117 E +os j,M I I 1 +1.0 LU +11.2 1 10 20 50 100 200 5001000 (U) 0 S) �.6) (U) (18.6) (46A(9a) EftWve Wind Am, ft 2 (R? Notes: 1. Vertical scale denotes GC,,to be used with qh- 2. Horizontil scale denotes effective wind area, in square feet(square meters). 3. Plus and minus signs signify pressures acting toward and away from the uufiu=,respectively. 4. Each comWnent shall be designed for maximum positive and negative press=. 5. Values of GCp for walls shall be reduced by I Mo when 0:5 10'. 6. Notation: a: 10pe=nt of least horizontal dimension orO.4h,whichever is smaller,but not less than either 4% of least horizontal dimension or 3 ft(0.9 m). h: Mem roof height,in feet(meters),except that eave height shall be used for 0!� 10'. 0: Angle of plane of roof from horizontal,in degrees. Minimum Design Loads for Buildings and Other Sbuctures 57 PROJECT: GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE OF TABLE 1-1 CLASSH+-'AT)aN OF BULDjw-jS AND OTHER STRUCTURES FOR FLOOD,WIND,SNOW,EARTHQUAjCF AND ICE LOADS Nature af 00a4micy cawt-09-Y '3u"c"ngs and Odl-cf structures that represent a low hazard to human life in the event of failure including, B but M limited to: ut Agrictft"facilities FC=Iain Wnporvy facilitles M--0--age ff�jtjes Adl=bdkdags and other strucarr-es except those listed in Categories 111,and IV Bu�� W'd0P Md 0d19 UructXulcs that represent a Substantial hazard to human life in the event of failure lidd to: 111;11t�Wh=more than 300 people congregate M one area B -w9h day care facilities.with c3Psc*greater than 150 wr6 elementary whool or secondary whOO1 facilities with capwry g dM 250 BWdMP 20d Ober Mucfta-es with a capacity greater than - ,00 for coffeges f He'alth car"fac-lities with a capacity of 5o or more resident patIents but not having surgery or acihtws emergency tre� famlities; Jails and da=Wn fa� Power gencratimg stations and other public utility facilities not mchuled m Categoy rV Buikfinp and odic Zmaures not mcluded m Category rV(mludng,but not limited to,facilities d= mmlfactxtre, M)ce�handle,store,use,or dispose Of such SUbs==Is hazardous ftAs,hazardous chernicals, hazardous waste,or explosives)containing sufficient quantities of hazardous materials to be dangerom to the Public if released- Buildinp and other=wtures contammg hazardous matmals shall be eligible for elmificatlon as Category H SUUCW= if it cm be demonstrated to the satisfact'ou of the authority having jurisdiction by a hazard assessme= as described in Section 1.52 that a release of the hazat-dom pose the public. material does not a threat to Buikhap and other strucatres designated as essennal facdltes'ncludg'but M limited to: IV ffospi� and 011m health care facilities kvmg SM9MY Or emergency treatm=facilities FRE- po ce statioiis�g&��V�fikle-garages Desipated extqw".hurricase-Or Other emergency sheh= De�- -- �emc%-mcY-PrCP2m&ess,commaication,and operauen cent=and other facilities required for cmergeng response, Wilifids in an-e�y Amcillary structures(mchWmg,but not limited to,communication,towem firl storage MnLs, cooling law�-decuml substWOR structures,fire wmer samp tmk-s Or-edwr structum housing or .2ffNp!#%-Watcr,or other fire-suppresslon matenal or equ�r"for opemon of Category IV*kfiriis duing an emergency Aviation co=d towers�air traffic control centers and emergency au=ft hangars WAw UMP ficAlties,and pump structures rcq=W.to m=.j.-WM-W- VM&We for fim suppression BaWngs and QdW Structum having amcal s6pn"44W� BWCrMP and Other structures(mchuhng,but not limited to,facifides.that manufacture,p toire,use-' or dispose of such substances as hazm-dous;fWIS,h&ZKdOW chem=ds,hazardous waste,or rocess,handle, expkMvc;S)OMMItung extrcmly hum-dow mamm's Wh=the guldIftty Of the material exceeds a breshold qua=ty stablished by the Wtharity having ymsdicuon- ', Buikfinp and other=cnrres co=mmg extremely Wmrdous Matcd,j� .shall be eligible f,clas, as CAtCg0rY 11 sulUctUres if it can be demonstrated to the ' 'ificanon a hazard ammm=as desm-bed in Secdon 1_5 1 4 4@MhS&C*n-A(&--BudxrkY having imisdiction by that alakifli-v '*Cmemly Wardous material does not pose a dicat to the public. njis reduced classification shaU ik' permitted if the buildings or other strumtres also functim as essential facilities. 4 ASCE7-m AH Heights Mda Wind Form ReL SYL Comp and Clad.—Methed 2 FIpm 6-5 IRtMW Pre"Inre Coefficient,GCpj WRUS & Roofs Enclosed,Pardally Enclosed,and Open Buildings PROJECT: GOODLING RESIDENCE 806 McCLOY DATE: 10/09/07 PAGE OF Enclosure Clas9fication GC* Open M61dings 0.000 Partially Endo"BuBdings +0.55 -0.55 Enclosed Buildings +0.18 -0.18 Notes: 1. Plus and minus signs signify pressures acting toward and away from the internal surfiwes,respectively. 2. VaI.=of G(:;p,,shaU be used with a,.or qj.as specified in 6.5.12. 3. Two cases shaU be considered to determme the amcal load re*dmments for dr—aMpVdate cmdWm- (ii) a negative value of GC�-applied to all im=al mnfaces Knimim DesW Loads for Suikfings and Other Structires 49 PROJECT: GOODLING RE�ESIDENCE BOB McCLOY 0 9 0 0 'i 0 2 C) DATE: 10/09/07 o 0 0 _:� 3 8 r. PAGE OF o C 0 -0 r 0 m c z ro m m Z Z 0 CD z C) 0 ,mz, r_ CL :3 CL 5i-0 !� i - to M3 5 a) z < Q CL CL ED ". 5 0 0 Z17 CL -4. 3 3 0 — 0 02 CD CL g 9 s 1 —0 CL :3 < D < 4Q C3 C, CD 0 a rr CL cr o ?L Ir 0 cy 0 S)3 cr ib 'o 0 :L Z3 *k C "a 5 CL 63 -M ? :r (D CL a L �71 CL e ;:! :5 ?L I c CD 2 9 s Ix, Q_ ID x 0 co = ::; D 40 U3 K3 ma rr �i Q 0 0 CL cr a 0 0 M I HI. *4 Vv fa cr I 0 �06 51 LD 3' 1p Lit 0 0 0 4* 4, low 94 0 40 m 3 cr CL ao n t4 00 3 * 0 3 0 CL r r 0 CL can CL --IVMV-LS!A!NV80:2 PROJECT: GOODLING RESIDENCE 1013 McCLOY -c� 0 0 0 12 s 0 DATE: 10/09/07 0 0 0 3 CL C) m 3 PAGE OF 7SL > 0 m m cr co Fs C 0 ra FA 9 M z — = 'a s 0 0 0 to z z co 0 -n oa Z! 0 CL X, a cc r- 0 0 10 1 E-L m :3 = a 0 a) CL IQ 40 :5 a) sp 3 Fo- R Er cL in 0 j CL 2L cr e cc a go 0 c) 0 a CD CL cL CL 57 U; 70 o a. -0 to 'o -13 fD Im 92 4, p ;o CL EE :, o7 j*, :4 a 0 a- c cL cr W P4 & � a LD CL 0- 0 t =s 0 a rL cc 0 co ICL Q CL so X7 0 0 '00 Tj -T Fd 14- t Cl :9mm 14 t, Z;; C; a , Z, zi, ;z z Iz. z tA 10 t.4 to. tjt tA ol Lot OD a) Lo 14- ZI cD 0 w 9 Na 0 'A oc C) cio tA t) CL oo + w 3 ILA CL. tA bHi-i-,ng -,7VMV-1 S A'AVS0 PROJECT: GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE 13 OF ----7 STRUCTURE GEOMETRY PROJECT: GOODLING RESIDENCE -03/25/2007 10:54 904 ?31 5?50 4 1?126233545 BOB McCLOY DATE: 10/09/07 PAGE OF V, (dA�—uwm WSV I ;*WSV I I, t A, 4) 0 co r- I'll Ph- M LdA4 x w U) 40 CL .1 co (dMiauump zosir ------------ cs 0 N CL :IN E 0 E 00 0 2 ro a c%4 U cu 'a c U) U, 0 La �r) 0 a -U E.a 0) U. co jj U. a pr"r, 04 t-"N 0 MV zz 81 -Z o g� :31L n rn 0 013008 c r_;s 15 — t; in ad. FD r_N 4) 0 M M 00-aZ-a E. a U PROJECT: GOODILING RESIDENCE .09/25/2007 10:54 934 731 5750 17126233545 BOB McCLOY DATE: 10/09/07 V) PACE OF Qp Z t, C3 p3i t Lo QD CID c w -j if LLI + Ln En 0 tit kA cp\41 7 C14 E 0 LL 0 Q-j (1) c6 00-8,Loo -;I -a a-F eco to cu —U)N Sc Uj w V) 0 cj!j -- - E s-0 amo (a E M, iMV- - 'r- ..Vu 0 + .. moo E �.- -T CL rMe =IL z Eo —0 o M o E c .5 r- cl() UL 17 29E CDN c to '70 w G= to 0 0 LO ED cl .................................... PROJECT: GOODLING RESIDENCE 09/25/2007 10:54 904 731 5750 4 17126233545 BOB McCLOY - DATE: 10/09/07 PAGE OF MAP OF BOUNDARY SURVEY DESCRIPTION THE WEST 108.3 FEET OP LOT I IN 19LOCK 40 OF ATLANTIC BEACH CORPORATION ACCOMING To THE PLAT THEREOF AS RECORDED IN PLAT BOOK 6 PAGE I OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. r DESC'qTp- HE WES i A CCOnDIt T LOT 2 srm LOT a 4.9, E M=,o PEMM Ms 108-3' IPJ I'll s F. P. �FoCr rZE 0— A01v eta .7 F avow LOT 7 Lor i P. CA&E Mawr 2n. . ............ .... ........ ................... ... - ------- ............ .............. ................. ------- --------------- .... ......... SEMEY AUTEM 01 PLA7*PRDVXM No MAPIAW NOR AMA-ES;nemF WJJZQX3 ARE A.'LW FOR AA�E�ff ,MZTZON up&y TS SOUTH VhE OF LOT I ratV20694mv Ica I Od 1 C 1 LER?XFZM TO APO FOR 7W f2 iwozrm rZoAs OR OTWR Exciusivi whmr 6F. "w WN wUi L Tm ay VU3 sEwry. f3=WE-M 70 ME nMMX QWMUXY KiMM46ff AGOVY I a qWgrk 54�q& 7 Apm LZE_v _x., SiPhEl ADMVESR: JAV IOTW WrEer ATLANTZC aEACK FLMUDA, M TAW SLFfty Pff#MFWM IfZynMIr SNOWn OF APO ABSTRACT. TITLE MLQClt rZTLff OPINION 4q MU ASERAME, Off OIWWP§-WXW Z*FWT AAV WCZ�" TMWaF AAO JCAUF�fD LNLjj53 SpIM(3pAMWrSff, SCAM 1 30' AU E&%9CM AFE M PW LKESS ut�w DTNERWXM� V 7 l)2gTgSY fiE4pFWrxm4L A155j z=m 7ntr Apmy*acw AnE WT 90M aa,QW W FD(W ZW PLOLA; WMTS OF SUD COLVIrr. 09/25/2007 10:54 904 731 5750 17126233545 PROJECT: GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 OF PAGE LOT 2 40 1.7 S FOXE 77a F.I.P. 1/2 Fta TIF F.1.P. 1/2, Nc I iF rz Avw - . ......... 2 VW pom a 2w SMY .8 Lor 7 0 S7ALIM Y SLOCK 4to AID M M.P. ..CHE Cag simmer.; .......... W. (X 10TH 5TREErlo' .. ........ 'PI PU r PWyMX6 NO SEAM7W W1 AAM F� rWj,,-W. ME a—F1WZTtLW a&y 72,,fMrTN LAC LF LOT I F2 WOSVMM IJTZLrME% FMjoArj CZRTZFTED TV AMU FDR TIC am aTtio EXCLUSrVE SEJYEFrt QF. XWROVOWS �W WT LWA?m Fiv Tom StAvcy. Uzzw2fri la rme FEaq7A EWSWCY A4NA6EXW AGMY f- FVW MP PA?AM NO_ 'won mi a EcFmrm o#-17-am 176 A7a�XS=Etu'A=M'4fq;eAw M Lie 1w znw -x qrmixr Azaw—sT 1,49 10TH sTAwr OW WS suwn pEwxpiy�Nrpiow ATLAMTZC aEACK FLGRMA_ rInE SUFDJ TZTLE BEMEFlt aF AN AWMa aPTNWN W 71'rLE jWuUNW, OnM106 AFE 9CW Di ANO Alit PLAT AA1U SCALE. J .20 t ALL E&WINM AFE FM PLAT LNLESS S��W 009RWISE. f 7 REM 94Y RE ArZOMOAM YWTMICMN� TMr APPLY IWO(AW WT aim M TWS MEY ivIal CAN SE FDW i IN P=.rC RECM W s&ZO COUNTY, -WWr OWS NOT gt44WA,= WTrcE A FEN OW -4vow-W ELEEmt; P-r FQZAfr aF ThP. CLR CLEM C.L.r.-OU"LDSC FS" F&M law r4w P.0 Paw ar PMAW F. P. FVAW iracly py W-k- �T-r a.c. SET law RW wfrr It' NTA rM MUL-IN WA *7&? F. F LW K4M OM AMMAIMMMA6E CA AIC AZR 9 FEZ z &Xawz WA CLm G CUTTM Yo COW.- comcrAm ALP.-A"PUE ,w r 0" fjW FACWff Pg - --omwa OLAT 5 W 'FIELD SURVEY OATE Mai fl-W �PR&IECr 11WORMAT10tj FIRST COAST LAND ows; mo.- 15070 diqA NN BY. APO WL—FawioAm SURVE–mWING9 INC. ---- -i REVIEWED BY-* TA[p FOLWA TZON 1�b-D-q LAME AVE%ff SOUTH, jACKSoNVjLj_E, FL. _W210 X (9a4) 779�-7784 \—FTML L9 Ze6j PROJECT: GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE OF WINDOW UNIT SILICONE SEALANT #4503 MALE ADAPTER 1/4" DIA. S.T.S. @ 12" O.C. #4502 CHANNEL SILICONE SEALANT VERTICAL POST ANALYSIS WITH TRACO TR6000 ALUMINUM WINDOWS PROJECT: GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE /1-1 OF WINDOW UNIT SILICONE SEALANT #4503 MALE ADAPTER IDI 1/4" DIA. S.T.S. @ 12" O.C. #4502 CHANNEL SILICONE SEALANT DETAIL 6WW SECTION PROPERTIES WINDOW TO WINDOW DETAIL VERTICAL MULL TRACO TR6000 WINDOW SYSTEM PROJECT: GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE OF _57 TYPICAL MULLION ANALYSIS R R' TRIBUTORY WIDTH (46 + 36 + 2)/12 3.58' 2 wi = (42.08)(3.58) 150.79 Ibs./ft. Wi = 12.57 lbs./in. GOODLING RESIDENCE Cbeam 2002 10/9/2007 12:48 F-ile: MULLION ANALYSIS TYPICAL MULLION ANALYSIS By: RJM Beam Results Max. Span Deflection -0.2752" (Span 1, @ 46.8811) Max. Positive Moment 138104 (Span 1, @ 46.8811) Member Information Span Length(in) I(in'4) S(in'3) E(psi) 1 93.750 4.594 0.498 1.0e+007 Distributed Load Information Span W1(#/in) W2(#/in) Xl(in) X2(in) 1 12.570 12.570 0.000 93.750 Support Reactions Joint Pounds 1 589 2 589 2-7 S C Maximum distributed load value shown only, see distributed load table for detailed information. PROJECT: GOODLING RESIDENCE BOB McCLOY I)ATE: 10/09/07 PAGE 'Z OF ls� PROJECT: GCODLING RESIDENCE BOB McCLOY DATE: 10/09/07 GOODLING RESIDENCE PAGE OF Cbeam 2002 10/9/2007 12:48 File: MULLION ANALYSIS Span No. 1 0.OOL 0.10L 0.20L 0.30L 0.40L 0.50L 0.60L 0.70L 0.80L 0.90L 1.OOL Location 0.00 9.38 18.75 28.13 37.50 46.88 56.25 65.63 75.00 84.38 93.75 Shear 589.22 471.38 353.53 235.69 117.84 0.00 -117.84 -235.69 -353.53 -471.38 -589.22 Moment -0.0 4971.5 8838.3 11600.2 13257.4 13809.8 13257.4 11600.2 8838.3 4971.5 0.0 Defl. 0.0000 -0.0864 -0.1635 -0.2238 -0.2621 -0.2752 -0.2621 -0.2238 -0.1635 -0-0864 0.0000 Stress -0.0 9983.0 17747.6 23293.7 26621.3 27730.6 26621.3 23293.7 17747.6 9983.0 0.0 P A WAJrL /3 8 S) 8 4- jo J Z. 4J4_ .8-4, For questions on Cbeam, a Windows-based program, contact: Architectural Wall Systems, Inc. at Ph- (972) 552-9336 Fax- (972) 552-9608 Email: software@arcwallsys.com 2 PROJECT. GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE I;k 3 OF INSULATED WALL PANEL w/ EMBOSSED CENTREX, INTERIOR & EXTERIOR. #4504 PANEL RETAINER #4503 MALE ADAPTER v _____=::7— 7::Y- 0 0 0 0 0 0 0 0 0 0 0 0 r 0 0 0 0 0 0 1 0 0 0 ICA INN #4502 CHANNEL #4504 PANEL RETAINER - DETAIL 6PP. SECTION PROPERTIES PANEL TO PANEL DETAIL VERTICAL MULL PROJECT: GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE .2 4 OF S-4_ SECTION PROPffT—IES MAJOR AXIS IxX 1 .044 IN4 SxX max) M09 IN,3 Sxx�min) 0.498 IN3 Rxx 1 .373 IN MINOR AXIS lyy 0.030 IN4 Syy(max) 0.132 IN3 Syy(min) 0.040 IN3 Ryy 0.234 1 N 2 1/16- Area 0.554 IN2 Perim. 18.219 1 N Weight 0.652 LBS/FT 4 5/32' X 2 3/32" - -74T-4150-2 A-- CHANNEL SECTION PROPERTIES- 7/32"---1-25/32-— PROJECT: GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE OF S-(,. SECTION PROPERTIES bo( 0,Gol in 4 lyy 0.015 in 4 Sxy,(max) 0.006 in 3 Syy(MaX) 0.023 in 3 SxK(min) 0.004 in 3 Syy(min) 0.020 in 3 w 0.093 in ryy 0.400 in Area 0.091 in 2 Weight 0.107 lbs/ft Perim, 3.244 in Wall Thk. 0 in y [Q�l 756 0.3061 0-7190 4503 MALE ADAPTOR SECTION PROPERTIES PROJECT: GOODLING RESIDENCE 808 McCLOY DATE: 10/09/07 PACE OF 5-14, SECTION PROPERTIES MAJOR AXIS lxX 0.0,36 IN4 Sxx max) 0.056 IN-3 S �min) 0.041 IN3 Rxx 0.495 IN MINOR_AXIS lyy 0.004 IN4 SYY(max) 0.015 IN -3 Syy(min) 0.008 10 Ryy 0. 171 IN y Area 0. 145 IN2 f Perim. 4.661 IN 7/8* Weight 0. 171 LK/FT 1 1/2- 5/8'" X #4504 17/32- PANEL STOP 'r - P�,N# r SECTION 9/32" PROPERTIES PROJECT. GOODLING RESIDEWDE BOB McCLOY D ATE*: 10'/09/07 PAGE OF j-je SECTION PROPERTIES MAJOR AXIS Ixx 2.360 IN4 Sxx Max) 1.446 IN,3 Sxx�min) 1 .444 IN3 Rxx 1 .352 IN MIN-OR AXIS lyy 0.260 IN4 Syy�rnax) 0.285 IN3 Syykmin) 0.283 IN3 Ryy 0.448 IN Area 1.291 IN2 1.6322 Perim. 16.452 IN Weight 1 .519 LBS/FT 3.2660 x 1.6339 I—BEAM STIFFENER SECTION PROPERTIES 0.9125 0.9175 1.8300 PROJECT. GOODLING RESIDENCE BOB McCLOY DATE: 10/091/07 PAGE .26 OF 6-le DETAIL 6PP (PANEL TO PANEL GABLE POST) SECTION PROPERTIES - 4502 TYPICAL CHANNEL (2)(1 .044) 2.088 in4 450.25 MALE ADAPTER (2)(.001) .002 in4 4504 PANEL RETAINER (4)(.0,36) .144 in4 TOTAL = 2.234 in4 ALUMINUM I—BEAM STIFFENER 2.36 in 4 THEREFORE TOTAL I VALUE = 4.594 in4 PROJECT. GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE -:2-4t OF #4502 #4503 CHANNEL ADAPTOR 4505 GLASS STOP ........... 4504 PANEL RETAINER DETAIL 6GG SECTION PROPERTIES S FIXED GLASS TO FIXED GLASS VERTICAL MULL PROJECT: GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE j , OF SECTION PROPERTIES MAJQ--'R AXIS M SEC: 0 T I A N PRO PER�Tf XIS ES� lxx 0. 103 IN4 Sxx ma 0,1 24 IN 3 mcx) 0.124 IN3 Sxx�miln) 0 96 1 3 0.096 IN R rxx 0.638 1 N MLN�A�Xl fyy 0.017 IN4 SYY�mcx) 0.070 IN3 SYY min) 0.023 IN3 y Ryy 0.257 IN Area 0.252 IN2 Perim. 8.492 IN 27/32" Weight 0-29(5 LBS/FT -------------- 29/320 - x so 16 #4505 GLASS STOP 1/4 SECTION #47505 GLA S Top S C TI ON ,3/40 p C�p Tj PROPERTIP� ES E, 31/32� PROJECT. GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAG�c 2/ OF s-ze DETAIL 6PP (PANEL TO PANEL GABLE POST) SECTION PROPERTIES : 4502 TYPICAL CHANNEL (2)(1 .044) 2.088 in 4 4503 MALE ADAPTER (2)(.001 ) .002 in4 4504 PANEL RETAINER (4)(.036) .144 in 4 TOTAL = 2.234 in4 DETAIL 6GG (FIXED GLASS TO FIXED GLASS GABLE POST) SECTION PROPERTIES : 4502 TYPICAL CHANNEL (2)(1 -044) 2.088 in 4 4503 MALE ADAPTER (2)(.001) .002 in4 4502 PANEL RETAINER (2)(.036) .072 in4 4505 GLASS STP 4 (2)(.1,03) .206 in TOTAL = 2.368 in THEREFORE USING THE SECTION PROPERTIES OF THE 6PP VERTICAL GABLE POST IS CONSERVATIVE PROJECT: GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE OF 3. ASSUMED GROUP 11 STRUCTURAL LUMBER (MIN.) 1/4' DLA. F.H. OR PAN HEAD S.T.S. (ASTM A36 GRADE 5) 0 12' D.C. SECONDARY SASH JAMB e-f c WINDOW UNIT Ll SILICONE SEALANT Ln 2� #4502 CHANNEL 14503 MALE ADAPTER J4502 CHANNEL SILICONE SEALANT 1/4* DIA. WOOD SCREW OR 1/4" DA LAG SCREW 0 12* O.C. JAMB CONNECTION AT WALL ANALYSIS PROJECT: GOODLINC RESIDENCEE BOB McCLOY DATE: 10/09/07 PACE 33 OF S-Z, CHECK 1 /4" DIA. WOOD/LAG SCREW (GROUP 11 STRUCTURAL LUMBER) (7)(BOLT DIAMETER) = (7)(.250) (7)(BOLT DIAMETER) = 1 .75" WOOD SCREW : ALLOWABLE SHEAR = (232) lbs ALLOWABLE TENSION = (179)(3 — .1875 — .06) = 492.7 lbs. USE LAG SCREW USE ALLOWABLE SHEAR (160) lbs ALLOWABLE TENSION (232)(3 — .1875 — .06) 638.58 lbs. p ACTUAL = [42.08(70/2)/12] (1 ') = 122.73 lbs./ft. PROJECT: GOODLING -RESIDENCE BOB McCLOY DATE: 10/09/07 CHECK LOCAL BENDING PAGE 34- OF v 1.03 3.1193 3.4659 0.3466 J (M M 122.73(1 .03) M 126.41 in/lbs. S 12(.06) 2/6 = .0072 in. 3 fb 126.41 /.0072 17557.21 psi rb z-0000 Psi OK PROJECT, GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE 3,5- OF T(,3. 119,3) 245. 46(l . 03) T(3. 1193) 252.82 lbs. T 81 .05 lbs. T ACT + T ACT < 1 .0 T ALLOW T ALLOW 81 .05 + 122. 73 1 .0 492. 7 160 .165 .767 .932 . 932 < 1 .0 .*. OK PROJECT: GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE 134, OF 6-71 f v 122 . 73 2504. 69 psi �T ( . 125 )2 Fv 10000 psi OK f p 122 , 73 8182 . 0 psi ( . 06 ) ( . 25 ) F p 31000 psi 0 " OK PROJECT: GOODLING RESIDENCL: BOB McCLOY DATE: 10/0�//01, ' a PACE OF CHECK LOCAL BENDING 3—r v 1.0300 T Im. L 3.1193 3.4659 0= c r, V 0.3"S :E m M 122.73(l .03) M 126.41 in/lbs. S 12(.06) 2/6 .0072 in. 3 f b 126.41 /.0072 17557.21 psi Fb 20000 psi OK PROJECT: GOODLING RESIDENCL BOB McCLOY DA7. : 101/09/07 WOOD FASTENINGS PAGE 3 t5 OF 5-4, TABLE 8.6C—LAG SCREWS-LATERAL LOAD DESIGN VALUES Wl— Normal load duration, dr-� service conditions GROUPI GROUP il GROUP III GROUP IV Diameter Length of Total lateral load per Total lateral load per Total lateral load per Total lateral load per lag screw of lag lag screw in single lag screw in single lag screw in single (inches) screw shank shear(pounds) shear(Pounds) lag screw in single (inches) Parallel shear(pour ear (Pounds) to arain Perpendicular Parallel Perpendicular Parallel Perpendicular Parallel ------— to arain Perpendicular to grain to grain to a ain to grain to Grain to grain 114 240 185 210 160 155 120 125 5/16 355 240 265 100 180 190 130 155 105 3" 3/8 420 255 320 195 230 140 180 110 7/16 485 275 370 265 150 210 120 1/2 550 285 415 215 255 155 5/8 645 310 490 3�0 125 235 350 170 280 1/4- 275 210 235 185 210 190 ------ 135 5/16 410 280 355 240 290 145 4" 3/8 570 345 480 290 200 235 160 7/16 345 210 275 165 750 425 575 320 405 21M 320 180 1/2 830 430 625 325 450 235 360 185 5/8 975 465 740 355 530 425 205 5116 435 255 295 3 --T35 230 300 -------— 205 5" 318 615 375 535 325 470 295 375 230 7/16 am 465 710 405 535 305 430 245 1/2 1045 540 850 440 610 315 490 255 5/8 1330 635 1005 480 720 345 580 280 3/4 1580 695 1190 525 855 375 690 5/16* �-5305 --ZW-270 2-35 —305 3/8 630 385 545 330 490 300 430 260 6" 7/16 850 480 735 415 660 375 545 310 112 1100 570 945 490 770 400 615 320 5/8 1640 790 1250 600 900 430 720 3/4 1970 865 345 1480 650 1060 460 850 70 3/8* 645 jW bbb 340 — 3 7/16 ---E3U--305 865 490 750 425 670 380 590 335 7" 1/2 1120 580 970 505 865 450 745 385 518 1700 820 1460 700 1020 540 314 2360 900 430 — - 1040 IS" sto 1290 570 1040 460 7/16* ---iT75 506 76iO 430 3�85 600 340 1/2 1140 590 985 510 455 775 400 81' 5/8 1750 840 1500 720 1325 635 1070 34 24?6& $e9w AQW 510 7/8 3280 1365 2490 %5 03P 1780 740 1430 595 1/2* 1150 600 990 515 885 460 780 -----------7- 5/8 1770 405 9" 850 1510 725 1360 650 1200 575 3/4 2520 1110 2160 950 1780 785 1435 630 7/8 3350 1390 2880 1200 2060 5/8' '8008�5 ----1,54() 74() 855 1660 690 1380 12-20---- 1011 3/4 2540 1120 2190 965 1970 865 1625 7/8 3420 1420 2960 1230 2340 970 1890 715 4420 1770 3710 785 ---L— - 1485 2660 1065 2140 855 3/4* 2580 1130 --22-20-970 --:FOW-880 --1-76-5--—;78� 7/8 3450 1430 2990 1240 2600 1080 2100 1 4500L 3880 870 — 1800 1550 2970 1190 2370 950 7/8 3470 —74-40 3000 1250 20 --2-3-20----- 12" 9;j 1 4520 1810 3900 1560 3290 1320 2630 1050 1-1/8 5660 2260 4900 1960 3570 1430 2870 718- ----75'001455 --553-01260 1156 131, ---f7--101130 2390 1 45V 1820 3930 1570 3520 1410 2890 1-1/8 5700 1155 — 2280 4920 1970 3920 1570 3120 1250 1 4570 1—a3-0 3950 1570 --�j'5301 410 --3-12-0--—' 14" 1-1/8 1;;0' 5740 2300 4950 1980 4380 1750 3500 1400 1. 7020 2800 6060 2420 4830 1930 3910 1 4580 1560 1830 3960 1580 --Y5-50 -1420 --31-30--- 1—�� 15" 1-1/8 5770 2310 4980 1990 4460 1790 3820 1-1/4 7070 2830 6110 1530 1.: 46W 2450 5250 2100 4180 1670 8. 1840 J-40U 1b80 3550 1420 3i-3O------- 1250 16" 1-1/8* 58M 2320 5000 2000 4470 1790 3950 1580 ::1-114* 7120 2850 6150 2460 5500 2200 1 4520 1810 *Greater lengths do not provide higher loads. ------- 51 PROJECT: G00DLING RESIDENC�:- BOB MCCLOY DATE: lo/09/07 WOOD FASTENINGS PAGE OF I-IS771 "eld with wood side members are given in Table inserted perp( 5-68. Additional design values are given in Refer- grain of main member), are enc-es 10 and H, Appendix 1. and 8.6C. given in Tables 8.613 8.6.7.2 Metal Side Pieces. 8.6.7.4 Design Values for Lateral Re - Grain - Lag Screw in used with metal side Pieces are given in Table 8.6( sistance Design values for lAteral load for lag screws - Loaded Perpendicular to The values are foT metal plates up to V2-inch thick. S i de G'r a If metal side Pieces Of greater thickness are used, loa Design values for lateral resistance, when the the loads ds act perpendicular to grain and the lag screw is for lag screws shall be reduced in inserted perpendicular to the PrOPOrtiOn to the lesser penetration of the lag fiber (i.e., in side screw. Additional design values grain Of main member), are given in Tables 8.613 ence I ],Appendi;K 1. are given in Refer- and 8.6C. 8.6.7.5 Design Values for Lateral Resistance 8.6.7.3 Design Values for Lateral Resistance -Loaded at Angles Other Than 0' and 90- Loaded Parallel to Grain - Lag Screw in Side Grain. - Lag Screw in Side Grain. to Grain Design values for lateral resistance, when the When the load acts in surface at an angle other th the Plarle Of the wood loads act parallel to grain and the lag scre an 00 and 900 with the w is grain, the lag screw is inserted Perpendicular to the TABLE 8.6A-LAG SCREWS-WITHDRAWALDESIGN VALUES Design values for loa�in Normal load duration, dry service conditions withdrawal in pounds per inch D =the shank diameter in inches. of penetration of threaded Part into side grain of member G =s holding point, pecific gravity of the wood based on weight and volume when oven-dry. Specific Lag screw diameter D gravitY 1/4 5116 3/8 7/16 G ............................ 11 - 1/2 9/16 518 3/4 7/8 1 1-1/8 0.250 0.3125 0.375 0.43715 0.500 0.5625 0.625 0.750 0.875 1.000 1-1/4 j.Z' 0.75 413 489 560 629 695 759 1.1-25 1.25o 0.68 357 422 484 543 822 942 1058 1169 1277 1382 0,�67 349 600 656 709 813 913 1009 1123 0.66 341 413 It-73 S31 597 - 0. - 641 IIW4 1�93 -4i7 1078 403 463 519 574 627 678 778 873 965 1167 62 311 367 421 473 523 571 618 708 795 879 1054 1141 0.55 260 307 352 960 10-3-9- 0.54 395 437 477 516 592 664 734 2S3 299 342 384 425 464 802 868 0.51 232 274 314 353 390 426 502 576 646 714* 780 944 461 528 593 656 716 775 0.49 218 258 296 332 367 401 434 498 559 617 674 0.48 212 250 287 322 356 389 421 730 0.47 205 242 278 482 542 599 0.46 312 345 377 6 54 199 408 7D8 235 269 467 525 302 334 634 - 365 395 453 580 686 0.45 192 - 227 508 562 613 66-4 0.44 186 260 292 323 353 382 438 492 543 594 252 283 312 341 369 423 64 2 220 0.43 179 212 243 273 475 525 574 0.42 173 205 235 264 302 330 357 409 459 508 SS4 621 - 291 318 344 395 600 443 490 535 579 0.41 167 198 226 254 281 307 332 0.40 161 190 381 428 473 516 218 245 271 296 320 367 559 0.39 155 183 210 236 261 285 308 412 455 538 497 353 397 438 479 518 MEE- 0-38 149 176 202 227 251 274 296 340 381 422 461 498 0.37 143 169 194 218 241 263 285 326 367 405 443 479 0.36 137 163 186 209 231 253 273 313 352 389 0.35 132 156 179 200 222 242 262 425 460 0.33 121 143 164 194 203 222 240 300 337 373 407 441 275 309 341 0.31 110 130 149 167 185 202 218 250 281 311 339 373 403 367 49 166 APPENDIX PROJECT. GOODLING RESIDENCE BOB MCCLOY DATE: 10/09/07 PAGE .4-0 OF Appendix L (Non-mandatory) Typical Dimensions for (Cont.) Standard Hex Lag Scrowsi D, Root diameter of threaded Portion Unthreaded shank length D Unthreaded shank diameter F Width of head across flats D,D T = Minimum thread length2 E = Length of tawr H Height of head lot _ed tip F--J N Number Of threads/inch Length E Diameter,D L 1/4" 5/16" 7/16" 1/2" 3/4" 7/8" D, 0.173" 0.227" 0 265" 1-1 1/4 0.328" 0.37 V 0.4 V 0.579" 0.683" 0.j78011 0.887- — E 5/32' 3/16" 7/32" 9/32" 5116" 13/32 1.012" H 11/64" 7/32- 1/2" 19/32" 11/16- 25/32" 7/8" F 1/4" 19/64" 11/32- 2-7/64" 112" 37/64" 43/64t, 7116" 112" 9/16" 5/8" 1 3/4" 27/32" N 10 9 314" 15/16" 1-1/81, 1-5/16" _1/9" , " .,", 7 7 6 5 4-1/2 4 1-11/16" S 3-1/2 3-1/4 3-1/4 1/4" 114" 1/4" T 3/4" 314" 3/4" 3/4" 314" T-E 19/32" 9/16" 17/32- 15/32- 7116- S 1/4" 1/4" 1/4" 1/4" 1-1/2" T 1-1141, 1-1/4" 1-1/4- 1-1/4" — T-E 1-3/32" 1-1/16" 1-1/32- 31/32- 15/16- S 1/2" 1/2" _T/_2 -T-2 2- T 1-1/2" 1-1/2,, 1-1/2" 1-1/2" 1-1/2- - T-E 1-11/32" 1-5/16" 1-9/32" 1-7/32- 1-3/16- 1-3/32- _S —3/4" —3/4" 1-3/4" 2-1/21' T �/4- /4- 3/4" 1-3/4" 13/4- 1-3/41' 1-3/4" 1-3/4" — T-E 1-19132" 1-9/16" 1-17/32- 1-15/32- 1-7/16" 1-11/32" S 3 T 2- 2ff 2 2- 2" 2" 2- 1-23/32 1-11/16" 1-19/32" T-E 1-27132" 1-13/16" 1-25/32 2" S 1-1-12" 14/2" -7f.— 1-1/2" 1-13/32" 1-5/16" 7_1/r - 2-112" 2-1/2' 2-1/2' 2-1/2" 2-1/2' 2-1/21, 1-112" 2-1/2" _17,/2. _T_ 4' T 12H 71—tr 2-112" 2-1/2" 2-1/2" 2-1/2" — T-E 2-11/32" 2-5/16- 2-9/32- 2-7/32" .2-3/16" 2-3/32" 2" 1-29/32" 1-13/16" 1-23132" S2' 2" 2- 2" 2" 2- —2- 2" 21' 2" 5- T 3- ' r r - - 5. 2" 3* - �* � �ii — T-E 2-27/32" 2-13116" 2-25/32- 2-23/32" 2-11/16" 2-19/32" 2-1/2" 2-13/32" 2-5/16" 2 S 2-1/2- -T I—/r _T-—1/2" --T 1/—2- -f- 7-j—— -7/32" 2-1/8" 1/2- 2-1/2" 2-1/2" T 3-1/2" 3-1/2" 3-112" 3-1/2' 3-1/2' 3-1/2" 3-112" 3-1/2" 3-1/21, T-E 3-11/32" 3-5/16" 3-9/32- 3 3-1/2" 3-1/2 — -7/32" 3-3/16- 3-3/32- 3" 2-29/32" 2-13/16" 2-23/3�" 2-5/8,- S 3" 3- 3- 3' —3- 3- 3- -—3- —3- —3 - 7' T 4- 4" 4" 4- 4- 4" 4- 4- 4" 4" 3" — T-E 3-27/32" 3-13/16" 3-25/32" 3-23/32" 3-11/16" 3-19/32" 3-1/2" 3-13/32" 3-5/16" 3-7/32" 4." S 3-1/2- _T_—1/2- — —— 3-118,, 8" T _� 11T -T-1/2- _T—1/2- 3-1/2" 3-1/2- -T-1-12- T-E 4-4-1/2" 4-1/2" 4-1/2" 4-1/2" 4-1/2" 4-1/2" 4-1/2. 4-1/2" 4-1/2" 4-1/2" 4-1/2,, — 11/32" 4-5/16" 4-9/32" 4-7/32" 4-3/16" 4-3/32" 4" 3-29/32" 3-13/16" 3-23/32- 3 S4' 4- _4" —4- —4" -5/81, 91 T 5' 5. 4- 4" —4- 5 5" 5. 4- 4- 4- T-E 4 5' 5- 5" 5- -27/32" 4-13/16" 4-25/32" 4-23/32" 4-11/16" 4-19/32" 4-1/2" 4-13/32" 4-5/1.6" 4-7/32" 4-1/8" 5- 5' S 4-1/2- -Z-1—/2" —4-1/2" 4-1/2" -T-1/2- -T-1/2- _Z:'1_/2" -T-1/2" 4-1/2" 4-1/2" 4-1/2" 10" T 5-1/2" 5-1/2" 5-1/2" 5-1/2" 5-1/2" — T-E 5-11/32" 5-5/16" 5-9/32!' 5-7/32" 5-3/16" 5-3/32" 5" 4-29/32" 4-13/16" 4-23/ S5 —5" —57 —5" —5 —5 -- 32" 4-5/8" 5_ 5 5 5. 5 T 6- 6" 6- 6" 6" 61' 6" 6" 6" 6" T-E 5-27/32" 5-13/16" 5-25/32" 5-23/32" 5-11/16" 5-19/32" 5-1/2" 5-13/32" 5-5/16" 5-7/32" 5-1/8" 6- S 6- —6- —6- —6- 6" —6- 6" 97--_6" 6" 12" T 6" 6- 6" 6- V T-E 1 5-27/32"1 5-1��/16-15_25/32-1 6" 6" 6- 5-23/32" 5-11/16" 5-19/32" 5-1/2" 5-13/32" 5-5/16" 5-7/32" 5-1/8" 1.101CMccs sp=hed in ANSI B 18.2.1. F diameter lag LoWn. For reducedbdy diameter lag i_-�stb. be reduced to approximately the root diameter D -�th�tl&nk�=-=ter��;y 2.Minimum dkread length M for lag screw length's(L)is 6"or 1/2 the lag screw length Plus 0.5",whichever is less.Thread engths d mmunums uP to the full lag screw length(L). may excee these AMERICAN WOOD COUNCIL PROJECT: GOODLING RESIDENCE BCB McCLOY DATE: 10/09/07 PAGE OF R400V 54PACIA.16 emo 015 TA�JCe CROW O-C eMT5 D,EFMA--D AV FZ444M/3.//) LOA060 eV<,E 15 Me EDGE 7-DWARO PVYICI,( ME LOAD AC7�5 daGe 015TAAICC C-ra C. 5FACI"& LIA11-0APED 5Dk1,E DfX-rCr10Af AF LOAMNO F459pe-AIDICULAR 70 OeAlAl LOADIAIG Pqtn 13.12 Bolt qmcing requkementr perpendicular to pain loading- tfXAMPLE 13.11 Bott Spacing F1 qwl, i to:Papaxacuia6toorain Loading .jftpv�4&-gr�loadim spacing requirements a?*- 13.12)are as follows: L End& 40 (2D minimum) 2.Edge dtftm a.Loaded edge = 40 b.Unloaded[edge - LO S.Cvaff4a-w�amin to obtain full design value is governed by the spacing re- quirements of the member(s)to which the bolts are attached(eg.,steel side plates* or wood member loaded parallel to grain). (aD-in-u-) 4.Row Vaci-V i (L For 11D:s 2.0-.row spacing = 2-15D. b.For 11D 2:6A row spadn = 5D. c.For 2.0< 11D<6.0-interpolate between 2.5D and 5D. PROJECT: GOODLING F�ESIDENCE BOB McCLOY DATE: lo/09/07 PZE OF 666 Boft,L39 Soft,and OUW CMam I flz MAIV I-Aa �5106 le CAAAAgeX) _r;_V-'1TIA—('D--JRVAAkW-V�AALL I'VE"4-1-ftc Leg bolts in withdrawal connection. Lag bolts are Mstalled In TecW Prebor'ed hole'that accomm-dat�e the shank diarae ILnd Provide holding material for the thread_-Wash are reqWred = ter head(Sinlilax to bolts). der the ate'e' As with the majority Of other fasteners used in wood connections, is not a curre there ntlY recognized national standard that defines mechanical Properties for lag bolts.However,lag bolts are typically manufactured from the Same wim stock as bolts, and Fy6 = 45 ksi appears to-be-conservative fdt�bbblmOnIY available lag bolts 3/s in. or greater in diameter. diameters, the bending Yield strength is assumed to increase because of For smaller work-hardening (similar to nails): F,, = 70 ksi for IVA =�-60.ksi-for,5 diameter. and diameter. It is-felt that be used in the yield limit can reasonably equations Until a standard is developed. In the meantime,the designer should list the bending design specifications. yield strength as part of the The configuration of lag bolts is given in NDS Appendix L T mensiOnsofStandardLagScrew's.This table Providesanumber of Ypical Di- ImPGrtV*-' dimensions that are used in the installation and design calculations,& lag bolt.These dimensions include the nominal 1mgth,shank-diameter length, root diameter and thread length, and length of tapered tip. Lag bolts are installed in prebored holes the threaded portion_ that accommodate the shank av&--- See Example 13.16. The hole involves drilling with . two different-diameter bits.The larger-diameter hole has the same diameter and length as the unthreaded sh I auk of the lag bolt. The diameter of the lead hole for the threaded Portion is given as a Percentage of the shank diameter that depends on the specific gravity of the wood_ It is important that lag bolts with a hammer * be installed Properly with a wrench. Driving is an unacceptable method of installatiom Soap or another type of lubricant should he used on the lag bolt or in the Pilot hole to facilitate installation and to prevent damage to the fastener. PROJECT. GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE OF EXISTING LANAI ROOF ASSUMED ALUMINUM SKINNED COMPOSITE ROOF PANELS NOT BY TRACO ASSUMED .060" THICK SKIN MINIMUM 3003-1-114 MINIMUM DOUBLE FACE STICK TAPE DOW CORNING #795 STRUCTURAL ADHESIVE/SEALANT. NO SUBSTITUTIONS. Q4-a4a__ #4512 8 x 3/4" HEX HEAD S.T. TEK SCREW. STAINLESS STEEL. 4 @ EACH VERTICAL POST FRONT & BACK(8 PER POST TOTAL) -- TYPICAL VERTICAL MULLION WITH GLASS PANELS #8 x 3/4" HEX HEAD S.T. TEK SCREW. — STAINLESS STEEL @ 6" O.C. HEAD CONNECTION ANALYSIS PROJECT�* GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE OF S7- CHECK #8 TEK SCREW @ 6" O.C. INTO EXISTING ROOF : SAY 5 SCREWS ARE EFFECTIVE f v 589 5556. 60 psi (5)(-rT )(.0 8 2) 2 F v 10000 psi OK f P 589 — 11971 .54 psi (5)(. 06)(. 164) F P 15000 psi OK PROJECT. GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PACE OF CHECK #8 TEK SCREW THRU BACK FLANGE f t 294.5 3485.21 psi (4)(-rT)(.082)2 F t 20000 psi OK T ALLOW = (.06 — 1 /32)(.4)(19000)(.010)(32) T ALLOW = 69-92 lbs/screw T ACTUAL = 294.5/4 = 73.63 lbs/screw 73.6,3/69.92 = 1 .05 THEREFORE OK LESS THAN 10* OVER STRESSED PROJECT. GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE 4-te 0 F #8 X 3/4- HEX HEAD S.T. TEK SCREW. STAINLESS STEEL 4 0 EA. POST FRONT 0 — — 0 AND BACK (8 PER POST TOTAL MIN.) 0 0 0 0 0 DOW CORNING #795 #4501 ALUM. SILL STRUCTURAL ADHESIVE/SEALANT NO SUBSTITUTIONS - -------------- 43 ........... 3/8" X 2 1/4- LG. RAWL POWER—BOLT (1 7/8" MIN. EDGE DIST.) (2" MIN. EMBEDMENT) MAX. FROM CL OF VERTICAL 1 3/4 GABLE POST EA. SIDE AND 12" O.C. 16 (SEAL HEADS) 16 ASSUMED 3000 PSI CONCRETE MIN. M7 EDGE DIST. SILL CONNECTION ANALYSIS PRoir,c*r: GCODLIN(3 RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE OF VERTICAL GABLE POST 4501 SILL MEMBER rm 3/8" DIAMETER X 2 1 /4" RAWL POWER BOLT ( 1 7/8" MIN EDGE DISTANCE)( 2" MIN EMBEDMENT) 1 3/4" MAX FROM CL OF VERTICAL 12" 1 3/4" GABLE POST AND 12" O.C. TYPICAL TYPICAL (SEAL HEADS) PROJECT: GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 CHECK #8 TEK SCREW PAGE 4s OF THRU BACK FLANGE f t 294.5 3485.21 psi (4)( 77 )(.082)2 F t 20000 psi OK— T ALLOW = (*06 — 1 /32)(.4)(19000)(.010)(32) TALLOW = 69.92 lbs/screw TACTUAL 294.5/4 = 73.625 lbs/screw 73.625/69.92 = 1 .05 THEREFORE OK LESS THAN 10* OVER STRESSED PROJECT: GOODLING RESIDENCF- BOB McCLOY DATE: 10/09/07 PAGE OF CHECK #4501 SILL EXTRUSION FOR LOCAL BENDING : TOTAL REACTION = 589 lbs 589/2 294.5 lbs 589/2 = 294.5 bs Lo Ln 00 00 6 M (MAXIMUM) (294.5)(.8745) 257.54 in—lbs S (24)(.06)2/6 = .0144 in 3 f b (257.54)/.0144 = 17884.74 psi F b 20000 psi OK PROJECT: GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE OF S-t, TOTAL REACTION 589 lbs 589/2 = 294.5 lbs 589/2 294.5 lbs CN r- n m --Z,7T- T 0.9146 (T)(.9146) = (589)(1 -3721) (T)(.9146) = 808.17 T = 883.63 lbs. T/BOLT = 883.63/2 = 441 .81 lbs V/BOLT = 589/2 = 294.5 lbs PROJECTr GOODLING RESIDENICE BOB McCLOY WE: 10/09/07 PAGE OF 57,, 3 1/2" IANCHOR SPACING REDUCTION F v ALLOW 6525 + 7875 /4 (.5)(.933) 2 VALLOW 839.70 lbs 1 7/8" EDGE DISTANCE REDUCTION 3 1/2" ANCHOR SPACING REDUCTION / F T ALLOW 4015 + 4840 /4 (.8)(.933) 2 TALLOW 826.17 lbs 1 7/8" EDGE DISTANCE REDUCTION 5/3 5/3 - VACTUAL - —TACTUAL < 1.0 T (VALLOW ) ( ALLOW all PROJECT: GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PACE OF 5/3 5/3 294.5 + 441.81 < 1.0 839.70 (826.17 ) 0.174 + 0.352 < 1 .0 .526 < 1.0 THEREFORE OK f v = 294.5 2677.27 psi ( 7T )(.1875)�'- F = 20400 psi v OK fp 294.5 13088.89 psi (.06)(.375) F 31000 psi OK p ft 441.81 4016.45 psi ( 7T)(.1875) 2 Ft 39600 psi OK PROJECT: GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 PAGE 15-1 OF Power-Boitz Spacing Between Anchors 23.9 Approvals and Listings To obtain the maximum load in tension or shear, a The following approvals and listings are for reference spacing, S, of 10 anchor diameters (10d) should be purposes. They should be reviewed by the used. The minimum recommended anchor spacing, S, design pro- is 5 anchor diameters (5d) at which point the load fessional responsible for the product installation to ver- should be reduced by 50%. The following table lists ify approved base materials,sizes, and compliance with the load reduction factor, Rs, for each anchor diame- local codes. ter,d, based on the center to center anchor spacing. Anchor Anchor Spacing,S(Inches) ICBO ES Research Report No.5225 Size Tension And Shear City Of Los Angeles Research Report No.24960 d 10d 9d 8d 7d 6d 5d Factory Mutual J.I. 1 K8A3.AH 2-112 -7-1/4 , 2 —T--374 -T-T/7- 1-114 5/16 3-1/8 2-7/8 2-1/2 2-114 1-7/8 1-5/8 Underwriter's Laboratories File No. EX 1289(N) 3/8 3-3/4 3-3/8 3 2-5/8 2-1/4 1-7/8 Federal Specification 1/2 5 4-1/2 4 3-1/2 3 2-1/2 Meets the proof load requirements of FF-S-325C, 5/8 6-1/4 5-5/8 5 4-3/8 3-3/4 3-1/8 3/4 7-1/2 6-3/4 6 5-1/4 A - I — Group 11,Type 3, Class 3 1 10 8 7 6 5 t 12-1/2 11-1/4 9 8-3/4 7-1/2 6-1/4 Rs 1.00 0.90 0.80 0.70 u.6o 0.50 23.10 Suggested Specification Edge-Away as in tension Carbon Steel Hex Head Power-BoftTM An edge distance, E, of 12 anchor diameters (12d) Carbon steel expansion anchors shall be a pre-assem- should be used to obtain the maximum tension load. bled heavy duty sleeve style undercut anchor with a The minimum recommended edge distance, E, is 5 Grade 5 hex head internal bolt.The anchors shall have anchor diameters (5d) at which point the tension load a nylon compression ring and an expansion cone with should be reduced by 20%. The following table lists an oversized annular ring which expands to undercut the load reduction factor, Re, for each anchor diame- the base material. Carbon steel components shall be I ter,d, based on the anchor center to edge distance. plated according to ASTM specification B 633, SC1, Anchor Edoe Distance, E(inches) Type 111. Power-Bolt anchors shall be as dimensioned Tersi-n Only d 12d 11d 10d 9d'- 8d' 7d 6d 5d and supplied by Powers Fastening, Inc. -1/4 7— IT-3Vl'44---TT--T/2�2--'lT--11/4-- Carbon Steel Flat Head Power-BoltTM 5/16 3-3/4 3-1/2 3-1/8 2-7/8 2-111 2-1/4 1-7/8 1-5/8 3M 4-V2 4-W -3-3/4 3-34 j3 2-5/8 -114 1-7/a Carbon steel expansion anchors shall be a pre-assem- -67 5-1/2 5 4-1/2 4 3-1/2 3 2-1/2 bled heavy duty sleeve style undercut anchor with a 5/8 7-1/2 6-7/8 6-1/4 5-5�8 5 4-3/8 3__WA �2_1 to Grade 5 flat head internal bolt.The anchors shall have _—T-4 T_8-1/4 7-1/2 6-3/4 r r ". . 1 a nylon compression ring and an expansion cone with 1 i 5 12 10 9 an oversized annular ring which expands to undercut 1-1/4 15 13-1/4 12-1 11-1 A 8-3/4 7-VT-6-1/4 Re 11-00 0.97 0. 0.91 .89 0. 0.83 U.-80 the base material. Carbon steel components shall be I plated according to ASTM specification B 633, SC1, Edge-Towards as in shear Type Ill. Power-Bolt anchors shall be as dimensioned For shear loads, an edge distance, E, of 12 anchor and supplied by Powers Fastening, Inc. diameters (12d) should be used to obtain the maxi- Stainless Steel Power-Bolt'r"Anchor mum load. The minimum recommended edge dis- Stainless steel expansion anchors shall be a pre-assem- tance, E, is 5 anchor diameters (5d) at which point the bled heavy duty sleeve style undercut anchor with an shear load should be reduced by 50%. The following internal hex head meeting the requirements of ASTM table lists the load reduction factor, Re, for each Specification F 593. The anchors shall have a nylon anchor diameter, d, based on the anchor center to edge distance. compression ring and an expansion cone with an over- Anchor Edge Distance,E(inches) sized annular ring which expands to undercut the base Size Shear Only material. The steel components shall be manufactured d 12d Ild 10d 9d 8d 7d 6d 5d from Type 303 or 304 stainless steel. Power-Bolt 'T-3/-4 77--1_/2 T-1_/4 - - 1-1/4 anchors shall be as dimensioned and supplied by Pow- 5116 3-3/4 3-1/2 3-1/8 2-718 2-1/21 2-1 1-7/8 1-5/8 ers Fastening, Inc. 2 /" 2_4 2 2 2-71" 2-'/' 2 1/4 3 4 4 5 2 6 3-3/4 8_ 9 2 0 61/4 'f7 1' 0 0 4_1/' 3/8 4-1/2 3-3/4 3-3/8 3 2- 2-1/4 1-7/8 6 /2 6 5-1/2 5 4-1/2 4 Tl� 3 2-1/2 5M 7-1/2 6-7/8 6-1/4 5-5/8 5 T3—/§-T3_/4 3-1/8 31 9 8-1/4 !17-1/2 6-3/4 6 T 1_/4 4-1/2 1 12 11 10 9 8 7 6 1-1/4 15 �T3—1/4 12-�l/2 11-1/4 9 100 7E 8-3/4 Re 1.00 0.93 0.86 0.79 0 1 W�7 1/2 0 .5 0.64 0.57 77 PROJECT. GOODLING RESIDENCE Anchor Selection Guidelines 808 McCLOY DATE: 10/09/07 PAGE 574 OF 22.6.2 Combined Loading At the minimum embedment depth, the mode of faii- The combination of loads for anchors loaded in both ure at the ultimate load capacity is typically a concrete tension and shear should be proportional as follows shear cone. As the anchor is installed at a deeper based upon the Uniform BWding Code: embedment depth, the size of the theoretical concrete (TAT 5 h Y3 Q 5 s ear cone increases resulting in an increased load 5) - V3<1 capacity.As the embe�ment depth is increased towards + VA) — point 2, the mode of failure changes from a concrete shear cone to localized failure around the expansion Where: TS=Applied Service Tension Load mechanism. Beyond this Point, marginal load capacity TA=Allowable Tension Load increases can be expected until the capacity of the Vs=Applied Service Shear Load expansion mechanism or anchor material is reached at VA=Allowable Shear Load embedment depths corresponding to Point 3. The load 22.6-3 Depth Of Embedment capacity will not increase significantly for anchors installed at embedment depths beyond this Point. This The depth of embedment published for each anchor in point is usually the deepest embedment listed in the the load capacity charts is critical to achieving the anchor,load capacity tables and is the maximum recom- expected load capacities. This depth is measured from mended. Applications which require an embedment the surface of the base material to the bottom of the deeper than those published should be tested to verify anchor. For mechanical expansion anchors, this would proper anchor performance. be the depth measured to the bottom of the anchor For applications requiring installation at embedment prior to actuation. For each anchor type, a minimum depths between those published, I' embedment depth is specified. This depth is typically permitted. inear interpolation is the minimum required for proper anchor installation and reliable functioning. Attempting to install an 22.6.4 Base Material Strength anchor at less than the mini-mum required may over- As discussed in Section 2.2, the strength of the base stress the base material causing it to fail when the anchor is expanded. In some masonry materials, the materials in which anchors may be installed varies wide- ly and is a key factor in the performance of an anchor. minimum depth may be decreased depending upon Powers Rawl publishes the average ultimate load capac- the anchor style as noted in the load tables, ities for anchors installed in concrete and masonry units As noted in Section 2.8, the load capacity Of some anchor along with other appropriate base materials depending types will increase with deeper embedments. For anchors upon the product. which exhibit this behavior, multiple embedment depths For installations in concrete, the load capacity of an and the corresponding load capacity are listed..As the anchor usually increases as the compressive strength embedment depth is increased, the load capacity will increases. The load capacities for anchors ins-tailed in increase up to a transition point.This point i usually the concrete are published for.compressive strengths of maximum embedment depth listed.At this posint mechan- 2000, 4000-,�& �6000 p i. Linear interpolation of the data for intermediate compressive strengths is permis- ical anchors may experience material failure or localized s failure of the base material around the expansion mecha- sible. nism. Adhesive type anchors may reach the capacity of For masonry unit base materials, the published load the bond,the anchor rod material, or the capacity of the capacities should be used as a guide since the consisten- base material. The following diagram shows the typical CY of these materials varies widely.Job site tests are rec- performance of a mechanical anchor installed in concrete. ommended for critical applications in these materials. 2-2-6.5 Base Material Thickness The minimum recommended thickness Of solid concrete or masonry base material, BIVIT,when using a mechani- 4) cal or adhesive anchor is 125% of the embedment to be used. For example, when installing an anchor to a C depth of 4", the base material should be at least 5" 0 No signmcant 0 Load Increase thick. Conversely the maximum embedment should be C 80% of the base'material thickness. If a concrete slab is KWginal /Load 41rcrease 10" thick, an 8" depth would be the maximum recom- mended anchor embedment. This does not apply to minimum Embedment products designed for installation in hollow base mate- rials as noted in the individual anchor sections. Embedment Depth PROJECT: GOODLING RESIDENCE 808 McCLOY Poweip�Bolvm DATE: 10/09/07 PAGE OF 23.7 Performance Data The following load capacities are based on testing con- Ultimate Load Capacities- -90 Block and Brick ducted according to ASTM Standard E 488. 1 Guide C-90 Holloj�j Block Ultimate Load Capacities-Carf)On Steel Power-13oftTIVI Anchor Embed. Torque Size Depth Tension Shear 2,000 psi 4.000 psi - -i (lbs.) (lbs.) Guide Concrete concrete 6,000 psi :An chor Emb Torque Tension Concrete -1/2" Size Dep 5) Shear Tension Shear Tension Shea 3/8- 1 1,410 1,320 (ft-lb (1135.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.)' 1-1/2- 1,540 2, AW '445 b5U 1,690 1/2" 1-1/2- 1,840 3,250 114 10 1:480 2380 Z 530 2 1 1 2:450 1:690 4,230 1 2 30 540 2 3 1 2,450 5,116' 1-1 690 Anchor Guide Solid Red Brick 51 6: 21320 2,800 2,540 3,2GO 2, 3,850 Embed. Torque Tension 15 2,640 3280 3 120 4,230 3270 4,400 Size Depth (ft.-lbs.) Shear 3 15 3,280 4240 �'780 5_4Rn "'260 (lbs 3/8" 35 4,015 6,525 ,875 5310 7,875 2-1 35 5,200 7,270 5:590 87:185755 70 8,265 3W 1,450 .J-1/ 3 5,585 8,525 1 770 5 1 R1, -14 Z-112 5,935 1 50 9,055 3/8" 2" 11580 112, 7,325 - 91, 1 a /, 1/2 2-1/2,, 30 ?r-)r, 4,570 60 50 IJ2- 5- '2u 90 545 12005 5/8- 2-3/4' 5,730 8,060 1 10:, 55 1 740 11,460 14:435 so 2-3/4' 100 Z5,U/0 1 5 5/8" 3- 1 8,615 1 9,2S3 15ogo 0 NOTE: 3' 100 b, 6 1 1,2 5 2 5teel and stainless steel Power-Bolt anchors.These capacities should be 3/4' 4: 1 10,41 0 2 9,9 S 9 5 11,135 2 1:2 '51 The values listed aboe an,ultimate load capacrtles for both the carbon 1 5 1 2685 2 '2 15660 21,54 :5 5 15 7 2 :8 5 1804S 11 reduced by minimum safety factor of 4 1 0 10,460 20,140 20 i4o or greater to determ' 20 working load.Refer to the section on Anchor Selecti ine the allowable 1 545 -U,V35 12,345 26525 14 005 2- 4D Since the co 5: 1 0 2610 25,175 15,700 28 on Guidelines for details. 3/4: 29795 insistency of hollow block and brick varies greatly,the load capc� 3/4 7 1 0 705 18'050 30:905 ties listed should be used as guidelines only.Job sit'tests should be conducted 4 1 0 2 18,210 33,125 24:070 33,155 to determine the actual load Capacities and proper installation torque values. 1 4-1/4" 200 14,8W 30,000 20 35,600 25,500 The 112" will 1 5, 00 6,200 35,200 40,800 size consistently fail hollow 1 6- 18,300 37,000 1: 38, block,The 5/8, 4 tjosL 00 1 26,900 42,00D used,but the ultimate capacities will be no higher than 0 40, or 3/ 'sizes can be 1 1/4' 6' 375 24,600 200 2 600 42,0D0 forthe 1/2'size- 7' 375 27, , 0 63,400 43,800 74,800 Ultimate Load Capacities-GroUt Filled C-90 440 57,8GO 500 66800 45,601) 77,000 375 30,000 60,000 : 70:WO 48,120 77,000 Hollow Block Ultimate Load Capacities-Stainless Steel power Guide Grout Filled Block AnFhor Embed. Torque Size Depth Tension Shear (ft.-lbs.) (lbs.) 2,000 psi 4000 6.000 psi (lbs-) Gui(]c Concrete 6ncreptsei Anchor Embed- Toroue Tension Shear T� - Ccr�rete 520 Size Depth- _nsion Sh==, 1,480 (ft-lbs) (lbs.) (lbs.) (lbs.) (lbs.) Terstcn S,"�=a r 3/8" 4 2,200 1,480 (tbs.) (lbs.) 2 20 2,480 "4 "114 5 90 6 3/8" 3-1/2" 20 2,650 3,830 tj�� '-6 b JZ ''-'- -1. 2 4 1 760 0 760 1:6 . - 1/2" 2-1/2- 1 90 1,760 1,690 3,830 0 go I 1: 1: 11 760 1,6 35 a,L-4.') 3/8" 20 90 760 1,690 1/2" 4- 35 7,06o 0 16 5,200 590 .5 31 7,060 2-1 f" '_0 4-840 7.875, 5,310 7,875 5/81, 2-34. 3,360 3-1/2' 20 5,590 8,155 6,270 60 3,200 5,585 8:77 1 50 6,90, 8,265 51 .I 1/a2" - 6,150 8,525 6: 0 9,055 60 3,720 3- 35 5,935 7,415 9675 3/4" 3 85 11:250 35 71325 10,1�)u 0690 9,675 3/4" 51 85 4,180 35 q 1 48 690 12,340 2,930 9,48 1 480 10 5,310 5/8' 2-3/4" 60 0 0 '48 1 /40 9,480 14,740 NOTE:The values Iiiiii 12,340 8, 70 1.5,owo 5 a ve re ultimate load capacitij 15,G05 1500 bon and stainless steel pow anchors which should for both the car- 60 1 8, 15 19,825 9,905 1 1 5 er- 4 60 95 11 135 21,290 m safety factor of four or greater to determine the allowable working A. 1 0, 50 20,065 11,4 0 be'educed by a min- 60 1, 55 _m CA17 9 13200 21,540 2aud.Refer to the section on Anchor Selection Guidelines for details.The con- 3/4' 3* � 1!:; 15000 22,055 sistency of grout filled block varies greatly The load capacities listed should 90 10 0 20,140 10,475 1 11,175 20 1 be used as guidelines only.Job site tests sl`�uld be conducted to verify actual .3/44- 4- 90 12.610 Z5,175 14,680 :/ 5 16,300 28J05 anchor Performance and the suitability of the block wall. 90 14,170 29,040 16,540 '0 20,120 29,04o 23.8 Design Criteria NOTE: The values listed a ve are ultimate load capacities which should be reduced by minimum saf factor of 4 or greater to determine the allowable ' Im working load.Refer to the ion on r Selection Guidelines for detai"' d BMT Ultimate Load Capacities-Lightweight Concrete 2000 psi 7, Guide Lightweight Concrete Anchor Embed. Torque I Size Tension Shear Depth (ft.-lbs.) Obs.) (lbs.) S 1,190 S S S 3/8" 2" 1,510 1,540 E E 3/8" 20 2920 3,830 L! 1/2" 3-1/2, 20 4:2 4,980 2-1/2' 35 Base Material Thickness 1/2 3,280 7,120 35 5540 8,730 The minimum recommended thickness of base rnateri- 2-3/4' 60 4,830 11300 6 60 6,730 al, BIVIT, when using the Power-Bolt is 125% of the 3" 14:340 3/41, 7- 85 320 13,790 embedment to be used. For example when installing 85 :860 an anchor to a depth of 4", the base�aterial thickne NOTE.The values listed above are ultimate load capacities for both'tNe'cartion should be 5". This does not apply to the thickness oss and stainless steel Power-Bott anchors which should be reduced by a minimum safety factor of four or greater to determine the allowable working load.Refer the face shell in a hollow block wall. to the section on Anchor Selection Guidelines for details. 76 PROJEU.' GOODLING RESIDENCE BOB McCLOY DATE: 10/09/07 Vffd PAGE 6-11 OF Power-F30jtTm' Carbon Steel Hex Head Power-BoltTM Carbon steel Power-Bolt Anchors are manufactured 23.5 Installation Specifications using a Grade 5 bolt. They are plated with a Commer- Carbon Steel Hex Head Power-BoftTM cial bright zinc finish and have a supplementary chro- 1 , 1. - mate treatment in accordance with ASTIVI Specifica- tion B 633. L�NSI Drill Bit Size 1/4' 5/16- 3/8 1 Fixture Clearance Hole 5/16' 7/16' Cat. Drill Min. Std. Std. Wtj internal Bolt siz 10-24 1/4-20 5'16-18 16' No. - Size Dia. Depth Box rtn__VA._� H ad Height 7/64" 11/64' 3/8-16 i"i'A7 '34.x l . 7,B- 100 2 Washer O.D. 13/64" 15/64. 1/4 x 1-3/4' 114* 1-114' 100 1/2" 6906 1/4'x 3' 1/4' 1-1/4' 100 3 Wrench Si; 5/8, 1 16" 1 6907 5/16"x 1-3/4" 5/16" 1-1/2' loo 5 _7116' 1/2' 9/16" 6908 5/16"x 2-1/2' 5/16' 5 1-1/2' 50 00 6 6909 5116'x 3-1/2" 5/16' — 50 300 8 6910 3/8'x 2 114' 2' 50 300 8 ANSI Drill—Bit Size 1 1-114- 6913 3/8' _. 1 5/8' 3/4 x 3" 3/8' 2" 300 11 Fixture Clearance Hole 11 IN16' 1-1/8, 1 6914 3/8'x 3-1/2" 3/8' 2 300 6916 3/8'x 4" 12 Internal Bolt Size — 3/8' 2 0 300 14 1 13 5/18-11 3/4-10 1-8 6932 50 200 Head Height 6930 1/2"x 2-3/4* 1/2' 2-112" 1 1/2'x 3-3/4' 1/2" 16 5/ 2S/FA, 2-1/2, 25 iso 21 Washer O.D 1-1/4' 6934 1/2'x 4-3/4" 1/2' 2-1/2' 25 150 26 1-1!�:�1-7/8 6936 1/2" 5-3/4" 1/2" 2- Wrench Siz�: _ - 1 2-3/8, 6 4 5/8"x 3" /2' 25 15() 32 5/16" 1_1/2, 9 0 5/8' 2-3/4" 6942 5/8"x 4' 20 120 28 6944 5/8'x 5" 5/8 2-3/4* 15 90 40 9 5 5/8" 2-3/4' 15 Carbon Steel Flat Head Power-BoftTM 6 45 5/8"x 6' 90 47 5/8' 2-3/4" 15 90 6947 5/8'x 8-1/2* 5/8' 57 77 3/4'x 3 1/4" 3/4" 3 5 90 47 ANSI Drill Bit Size 6950 - - 40 6952 N4"x 4-1/4" 3/4' 3 110 60 58 112' S/B 1 6954 3/4"x 5-1/4' 314' 3 10 60 70 Fixture CJearance Hole 7/16" 9/16" 11/16' 15956 3/4'x 7-1/4' 3/4' 3 10 40 105 Internal Bolt Size 6957 3/4'x 8-1/4' 3/4' 3 10 40 110 5/16-18 3/8-16 1/2-13 971 1'x 6. 3/4" 4-1/4* 10 90 170 Head Width N4' 7/8' 1-1/8" 1"x7 3/4' 4-1/4, 10 Head Heiaht 15/64" 1/4" 21/64" 6974 1-1/4'x 7 3/4" 6" Allen Wrench Size 7/32' 5/16" 3/8* 6975 1-1/4'x 9 published length is measured from beel�ow Carbon Steel Flat Head POWer-BoltTM The flat head Power-Bolt has a hex key insert Stainless Steel Hex Head Power-13OItTM formed in the head of the bolt. Each box Contains an allen wrench which matches the insert siz I Dn Bit Size 1/4' Cat. Drill in. Std. Std. Wt./ S!!"'it Siz 511 112' No. Size Dia. Depth Box Ctn. 100 rance Hole 5116' 7/16' 9/16" 11/16' 3/8'x33/4' 7' 10 13116" rr- 14 Internal Bolt Size 10-24 5/16-18 3/8-16 1/2-13 5�8_11 6982 3/8"x 5* 3/8' 2" 50 300 Head Height 7/64" 13/64' 15/64' 6983 3/8*x 6' 2' so 17 1 Washer O.D. I _Y16' 25/64- 6984 1/2"x 2-1 " 25 1 VVrenCh Size 5116' 3/16' 1 1-114* 1-1/2' 1/2" 9/16' 3/4' 15/16" 6987 5/8"x 5-1/2" VIP I NM Stainless Steel Hex Head Power-BoltTM Stainless Steel Power-Bolt Anchors are manufactured 23.6 Material Specifications from 300 series stai less steel assivated). Cat. Drill Min. Component Material Std. Stcl- Wt./ I Anchor Carbon Carbon No. Size Dia. Depth Box Ctn --bV— Stainless 774' Component Steel 7-fw— Steel Steel k59O2 -031/41n� Hex Head Flat Head x 1" ' xl. 1/4: 111-114. 100 600 3 59D6 1 x 3 1/4 Hex Head 14E -1/4' 100 600 5 1 internal Bolt 1 5910 3/8'x 2-1/4' rade 5 3/8'x 3-1/2 2 L-InYPe 303/4 SS 1 5914 2 50 300 jo AISI 1040 NIA — 5916 50 300 12 T 18- ype 1 3f8'x4" AISI 1010 __�N -8 SS x 2-3/4 4� 2" 50 300 14 L��ensio Sleeve AISI 10 0 1 Type 304 SIS 5930 11z1, - Z 2T� 50 200 n 1z - 5934 1/2"x 4-3/4 16 AISI 1010 AISI 1010 Type 304 Ss 1 1/2 2-1/2' 25 150 26 Expansion one AISI 12L14 5944 5/8"x 5" 5V/3' _3/4" 15 AISI 121-14 Type 303 SS 5946 5/8"x 7" 5/8' 2-3/4. 15 Compressi n Ring — ___.nLIon Nylon 5954 3/4 x 5-1/4* 3/4' Ic nLo N Ion !957 3/4"X 8-114" Dust Cap Nylon Nylon Nylon -,he published length is measure-a from below the washer to the end of the Plating "STA''633,SCI,Type III N/A anchor. *Manufactured with a minimum yield strength of F5,000 psi. 75 NOTICE OF COMMENCEMENT State of Tax Folio No, Countyof_ DU.0i2j To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this P402CE OF COMNMNCE Legal Description of property being improved: in+ Lfn Address of property being improved: .7 General description of improvements: wo rej re-i Owner:_Cio hr� _0 6A I;nq Address: 0_4 Owner's interest in site of the improvement: 16N Fee Simple Titleholder(if other than owner): Naine: Contractor: n(2- Address: ;/-t n CL r+ Telephone No.: 7d f- SM Fax No: 7-3 -,Y7,50 Surety(if any) Address: Amount of Bond$ Telephone No: Fax N.6: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the 519fate of Florida, other than himself� designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself. owner designates the following person to receive a copy of tlie Lienor's Notice as provided in Section 713.06(2)(b), Morida Stames. (Fill in at Owner's option) Name: Address: Telephone No- Fax No: Expiration date of Notice of Commencement (the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Siened: Date: Before ine dus day of' tAkA,4J` in the County ot'DtfvaL State rida,has !all, T7-- y a 7 S Doc#2007345216,OR BK 14253 Page 1624, Riblic a -lorida. j6un y Number Pages: I t arg ta oT C I unty f Du a WIN mmission expires: Filed&Recorded 11/01/2007 at 02:21 PM, ��Un 000437"0 Alv Known: JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY xA Identification: 8-ded VVU(SW)4334254. RECORDING$10.00 . ............�KXM Rmly jCXW.—.ftV ........................... CITY OF ATLANTIC BEACH PERMIT BUILDING / ZONING DEPARTMENT APPLICATION# 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM v trK REQUIRED DEPT: �9 Y N_,-- PLAMM-NG Property Address: 774 a z BUILDING - Y N PUBLIC-WORKS Appficant: S-& tf C, Y N PUBLICJJTILITIES I FIREZEEPT. Project: :5 Y N PUBLIC-8AFETY W APPROVAL UJ 00 REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: z w 71— LU D.E.P HUFSTETLER S.J.R.W.M. CARPER u,J cf L ARMY CORPS of ENG CARPER 0 Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: IN I CAW-: 1 ST REV PLANNING 2ND REV El 11 BUILDING-,"'� PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY 3RD REV Reta rn this form to the Building Department once you have entered your comments into the AS400. CITY OF ATLANTIC 13EACH RECEIVED Crry OF ATLANTIC BEACH BUILDING PERMIT APPLICATION B I JLnMG ,� 70NiNG (Alterations & Additions) 23 2001 Date: Job Address: e Owner of Property: ML;----_ 10!5 Address: Telephone: c46 Legal Descn'ptipn: Wock Number: Lot Number- -Zoning District: Contractor: s-a r ne5 State License Number: C!d rp 0 ra�, im _n Contractor Address: Telephone: _. Fax: 7_; 1-s7sn Describe proposed use and work to be done: (-t r-r/,0 r Present use of land or building(s)- Valuation of proposed construction: Dimensions of the added space: '1 -S feet x 13 -,57 feet Will this project involve: El Heating& Air- El Plumbing Or-ZElectfical E3 Fireplace Conditioning Is approval of Homeowner's Association or other private entity required? fj 0 If yes. please submit with this application. N17*11 tills pro.ect involve changes in elevation, site grade or an-, use of fill material. or the removal of ani trees? Z7 Applicant certifies that no change in site grade., or rill material will be used on this project. 0 YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Buildina Permit. t!l NO. Applicant certifies that no trees win be removed for this project. JrE S. Removal of Trees will be required for this project. TREE RE-NIOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed bY the Tree Conservation Board. which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and Provide all information as_Appr late. Incomplete applications may result in delay in issuance of permit. Eopri STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 90.4-247-5826. In order to correctly verify zoning designation., please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or Post-construction topographical survey or grading plan is required. (If not required, written verification must be provided Nvitli tl-ds application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application iftrees are to be removed or relocated STEP 4. Please submit Building Permit Application. Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department-which is located ZIL the Atlantic Beach Citv Hall,SOO Seminole Road,Atlantic Beach,FL 3,2233 Telephone:(904)�247-5826 800 Seminole Road -Atlantic Beach.Florida 32233-5445 Page 2 Telephone: (904) 247-5800 - Ftx: (904)2147-584-5 - littp://iN-ww.ei.atiantic-beach.tl.us Revised 9/04 CITY OF 0)&u 4 office of Building Official REQUEST FOR INSPECTION —9 Permit No.. Date A.M. Time p.m. Received Loc Jo es Contractor MECHANICAL owner's 6 pLUMBING Name ELECTRICAL Air Cond. & CONCRET 0 Rough Heating BUILDING r-1 Footing Rough Wiring E3 Top Out L TemP Pole E-j Sewer Fire Place Framing Slab Pre Fab Re Roofing 0 Final insulation 0 Lintel NSPECTION A.M. READY FOR I Friday Thurs. Wed. A.M. Mon. P.M. / S�� 7 Final inspection D Inspection Made Certificate of occupancy Inspector hi addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being - C; performed. Scale of drawin�s should be sufficient to depict all required information in a clear and le- le manner- 0 gib 1. CurTent survey showing the property boundary with bearings and distances and the legal desen"ption. V ZD 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identif-, any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies- 5. Impervious Surface area calculations: include driveways, sidewaM, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications- Address and contact inforniation of person to receive all correspondence regarding this application(please print). Name: Mailing Address: A; 0 2,9c�sb -r-3'1- S-757C) Telephone: 73 1 Fax: E-Mait I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not- The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of tl�iis permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: Date: AS TO OWNER: Sworn to and subscribed before irte this day of 20 State of Florida,County of Duval A *9000MN Notary's Signatare: MY ExpM&SFAM ersonally known BarKed swu(*W)432-4254: corrmw 00mran I roduced identification WP N—, A-M,1= I ............0 Type of identification produced Signature of Contractor: Date: AS TO CONTRACTO�VQ Sworn to and subscribed before me this dav of 120 State of Florida, County of Duval ...... Notary nature: AMY W 1. Como#D00437220 Personallv known EVow WS/2000 Produced identification Swded ftu(WO)432-4254: F Flonda Notary As--..111G ............................................. Tvpe of identification produced 800 Seminole Road - Miantic Beach,Florida 32233-5445 Telephone: (904)2147-5800 - Fax: (904) 247-:5845 - litti)://w-,viv.ci.atiantic-I)each.tl.us Pnve.-3 01:49P FROM' TO:731'-:7-0 -3,A OFFICIAL RUCOHIS Rgit o 1992, b Y THIS INDENTURE is Made this day of d I, GOODTING, personal (:)f the .,et%,jeej,j H0rAr;%.,RD PETER Esta-te of MARGARET 7�EVIS GOODLING,, party- of the fi.,:,st part, and JOHN SPANGIIER GOODLING and GEORGIA ATKINS (--O()t)T-,Il'lG, 1)j.-- %q.Lfe, whose %- 3693o, partie3; 5F post office address is 432 Pinedale, Auburn, j abama (Df t-lie second. r L4 Lo- A B! T ThEkt WHEREAS , Margaret LevIE; Goodlinq of 1,0-ol-1 County, Florida, on February 19, 1992 , F.r.q�L,�4rjd zIL:r-j�-,j pc)ssesse.1 ,:)f the real prc.pe-rty hereinafter described ; and W11FREAS, Howard Peter Goodling W.-Is r,a in 0(a ZI S Personal Representati,je under the Last Will and TestaXient. Of Margaret Levis Goodl-inr , ;-.,ind grAnted f power and authorit.Y ICO i3it!- (I rencumber 5 the property herein conveyed, and WHE'REAS the decvdent's, will �j,;qjs admittedt to A- T.Ld record Fj:r-Cj:.>Fjj:e Dj_vi.sic)n, ,3y the Circuit COUrt: for J.eon County , Case Na . q2_j_07--pr,, and 11owa-rd Gooc3l.jng %vzj.,3 duly zippoIntea thiB��. Personal p.epreLzental:iVe of the Estate Of Margare.t LeVIS day Of' Mal-Ch, :Lc9q2! by said Court, ..6'oodling, DeQea.-E-Od, On t-he 25th a nd 'ati lzlle Of rl()' Cjo 1%n4-. ow, �L-HEIZIE:FoRE, in consider Other valuable cons iderations , vecei-pt It:'-E-0 f J_S hereby aliens, acknowledged, t,he grantor hereby grants, bargainf! , rewises, releasc�:g, conv ':jjC- gl7jxntee, all tl-lat ey.q and conf irins unto (:.,rjbed as .1 anct fl-as; certain land si.tuate in Duval County, Fl03:-i(: L-L ,, follows : Irbe Txrt--st 1.08 . 3 feet Of L'o,t One Block f:"orty �,40) , Atlantic Be�ach, acC.(:)r(1i1!,rJ P-_I iT1 rjat. Book 6r 4�ncle p.eC.o:t-.('Ls; of Duval CoUnt-Y, r1arida- ].jg tents, TOGET11ER ulit.h all and singular- the jppurtenanc�es belonging -to or In z�ny wa3,' EIPPc:!z.-taining to that a 11 rest r ictic ns , r_,,tDser'1.1a.ti01)S nnd --p.T:op43rty, subject to easements of rer-ord, j.f any, and ad valor-Yn t'.4.1XeS f(* year Evomantxry Tax Pd-F.S. 201.011 Z) Instri.nictit Pi,nr%Pr;?d rip VacunmftntRly CIA 17. aE;1JTCJV Parce ?12.7 0 2 E.2 -'0 1)0 0 j�jagihlu Tax Pd-F-5.6 199 P. 0- Max 201. 11"-pl . , '_ Reco C cqj, !Iapry By� AUG-17-207-1-7 01:SDP FROM' -M-.731"' P..4-A V 01.7 3 9 2 F G 3 *I� 5 IN WITNESS WHEREOF, the u.nders:j.1::['rLi'C1 o ;3AS C:�f the st�ate. oj� said. de-cedc!rlt, ,'as irts�truinent under slaal on the dat-e ztfore:siDkid. sealed and. del:ivel-L'd S igned, in resence ot : n Howard Pete17 persona Etglzate Of of the d (A*3.S L. aw-T)r Tevjs coodllng, STATE OF FLORXDN COUNTY OF LEON �,d,ge.:j bc--Ec,,x-e -t2- The foregoing instrument was acknowl( oward r-)ei::e-r Goodi.ing., wl-1c, if-; pc.!rsonally day Of by H (type of K-nown t-Rne�l WhO I-,as produced oath. s and who identif ication) a.. identification �-Signature- of Not:.aLry -, 1.1y Comynisslon _10 A.: printed Valme of KC,t;al*�? f Commission N3 C72- �-D CITY OF office of Building official REQUEST FOR JINSPECT,IONZ -779- Permit No- Date A.M. Time RM. Recesvpd I Localfty <,�Jogbress Contractor ICAL Owner's 00 PLUMBING MECHAN Name ELECT 0 Air Cond. & CONCRETE Rough Heating BUILDING TOP Out 0 Footing Temp Pole Fire Place Framing — Slab Sewer Pre Fab 7� L `F �)4 A.1 insulation M OR INSPECTI Re Roofing intel R P.M Friday Thurs. Tues. A.M. Mon. P.M. Final inspectiOn �71 Made inspection e of Occupancy Certificat !-,,sppctor Date CITY OF office of Building fficial REQUEST FOR IN PECTI Date 3- P mit No. Time A.M. Received P.M. Job AdXress lity Owner's Name Contractor BUILDING CONCRETE EL RICAL PLUMBING MECHANICAL Framing E Footing Rough Wiring Rough D Air Cond. & Re Roofing El Slab Temp Pole El Top Out D Heating Insulation Lintel Final E Sewer 0 Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. :Tu:es �) Wed. Thurs. Friday A.M..— Inspection Made 1111:1 M. inal Inspection i icate of ccup ncy — Date xp < CC) LLJ < C—r' LIJ co _q (A V) 0 < 0 w re) Li LU LLJ t-D c- Lij 0 GD 0 LI- cr- L J LL,q <oIX' Li -J Q: Lij Q) cf) Ld. r <MU. t --J-, Lj� LIJ M;4-p Q'0 CD: So ZLIJ* 0 H.>C)L.L,' 0 U�LL ci� -,XD Z -J; a -CDL, < 01 (,D<�-Lij o xI cq MNLIJIM �J' z< C� < U)-J 0� < < p PL E 10 Tq S 08 D ON i DEC 19s, 9UIIdin:T .7, PSR-3844 12278 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION LOCATION INFORMATION -- Permit Number : 12278 Address : 149 TENTH STREET Permit Type: FENCE ATLANTIC BEACH . FLORIDA 322 - Class of Work:NEW -------- LEGAL DESCRIPTION --------- Constr , Type:WOOD FRAME Block: Lot : Twp: Proposed Use: SINGLE FAMILY Section : 0 Subd- Rng: Dwellings : 0 C!,-Ibdivision: Est . Value: 0 .00 Improv . Cost : 2 ,000 . 00 Total Fe". . 10 .00 _A _ A -4 - . 00 ------- �:i 14r.- i r 4"T I ON APPLICATION FEES Name� I T ,01 Addr: B FLORIDA FORMAT 1 OTT Name ! PR - ER NO A dd r L i Exp : T 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 MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS99 *10-le t4 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT A�qt�PB�F4WP3991,REVOOFT16R%R VIOLATION OF APPLICABLE PROVISIONS OF LAW. CASH ATLANTIC BEACH BUILDING DEPARTMENT By: ICATION FOR FENCE PERMIT Owners name Phone Job Address. -------------------------- Lot Block and/or Unit # Subdivision Contractor if different from owner ----------------------------------------------------------------- Valuation of fence Cor er or interior lot Type construction Show location and height of fence as well as location of street(s) . Owner signature--- --- - --- -----------Date Contractor sign ?e Date-------- ----------------- -7------------ PSR-3844 15 61r DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION LOCATION INFORI-11--�T11--, Permit Number: 15688 Address : 149 TENTH STREET Permit Type : SWIMMING POOL ATLANTIC BEACHe FLORIDA 3223-� Class of Work:NEW LEGAL DESCRIPTION ------ Constr. Type:WOOD FRAME Block : Lot , Twp : Proposed Use : SINGLE FAMILY Section: 10 Subd- Rna , Dwellinas : 0 Subdivision : Est . Value : 0 . 00 Improv . Cost : 9 , 000 .00 Total Fees * 30 .00 Amount Paid ; 30 . 00 Date Paid : 12 / 17 / 1 '97 OWNER INFORMATION -------- APPLICATION FEES N ame -1 J OH14 GiO ODL I NG PERMIT 30 Addr' 149 TENTH STRERT ATLANTIC BEACH . FLORIDA (900 1 Qoo-�)00,-, CONTFACTCR INFORMATION 'lame, THE BATTS COMPANY 1�ddr ' 1602 NORTH THIRD STREET %- ATLANTIC BEACH , FLORIDA t22 *1 � Lic : CPCO37046 Exp: Typ,p, 5 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.95 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCAT�?%F,�R VIOLATION OF APPLICABLE PROVISIONS OF LAW. $ Dates 12/18/37 01 Receipt: 0019776 CHECKS eJj4JI ATLANTIC BEACH BUILDING DEPARTMENT 601085032210b@ By: CITY OF ATLANTIC BEACH RECEIVED APPLICATION FOR POOL PERllIT DEC 16 1997 City of Aflantic Beach Job Addres's 1-45 la " ST- ejildin-Q and Zoning Lot Block # 4 cD —Subdivision Owner— IA?�- TA-As. Address Contractor <rl�,Mes Address— ( (.0a �-t sr. License Number— C-?C . o3lo4(- Valuation $ Gallons— 10 0 SITE PLAN ' front Fl- (D (D rear Signature owner 01 Date U Signature Contractor --41!2r Date CITY OF 4&a� Office of Building Offici I r r- r,=, N�/z REOUEST FOR I1111,-ISPE N Date Permit No. 1.56 jr A.M. Time Received P.M. Job caelty 'wner , ss Owner" Contractor N e iame_ 4LUMBING MECHANICAL BUILDING CONCRETE ELECTRICAL LI Footing E, Rough Wiring [-j Rough E Air Cond. & [7_ Heating Framing 17 Terr,p Pole L] Top Out Re Roofing 13 Slab Final 17 Sewer [71 Fire Place insulation Cl Lintel Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. A.M. Inspection Made o PM.Final Inspection Inspe r Certificate of occupancy 1� 00 C Date PSR-3844 1 S 11 R DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION -- - -- - ----- -- LOCATION INFORMATION' Permit Number: 15833 Address ! 149 TENTH STREET Permit Type :ELECTRICAL ATLANTIC BEACH . FLORIDA 322A- --, lass of Work :ALTERATION --------- LEGAL DESCRIPTION ------- -- Constr . Type:WOOD FRAME Block: Lot : Twp* Proposed Use : SINGLE FAMILY Section: 0 -qubd: Rna : Dwellings : 0 Subdivision : Est . Value: 0 . 00 Improv . Cost : 0 .00 Total Fees : 35 .00 Amount Paid: 35.00 C)qFt i4TRP P�-jR AWTIVIMTN.-� '-,wNTER INFORMATION APPLICATION FEES Name , JOHN OnnI)LIN"y rTrp�4 T Aiddr* TENTIT STRERT ATLANTI - BEACH . FLORIDA 3:� Phone: ,, 000 )000-C,00Q ------ CONTRACTOR INFORMATION Name: HABITAT ELECTRICAL CONTRACTORS Addr , 1629 HAMMOCK CIRCLE WEST JACKSONVILLE . 'FL 3221.5 Lic : ER0012607 Exp : Type 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.99 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $35.0014 Date: 1�2��98 01 Reeeip%w 5PP4 CHECKS 4306 ATLANTIC BEACH BUILDING DEPARTMENT 00100@03221000 CITY OF ATLANTIC BEACH, FLORIDA Appr v*d by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_�/;2_7 19_�79 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. �2_t c. 4VA4 ELECTRICAL FIRM: p(Ai-TER ELECTRIC, RE JOURNEYMAN NAME —ADDRESS: <41 1 t4b, 42. RFD_BOX_ %P"k k k4 BLDG.SIZE Q1 BETWEEN:— RES. (?�L APTA COMM. I ) PU13LIC INDUS. NEW ( OLD ( REW. ADDITION ( ) TRAILER ( TEMP. ( SIGNS I ) —SQ. FT. SERVICE: NEW ( INCREASE ( REPAIR FEE CONDUCTOR SIZE AMPS COPPER I I ALUMJ SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE INO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 1 0-100 AMPS. OVER APPLIANCES BELL TRANSF-j AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0 OVER MOTORS H.P. VOLTAGE I PHS No. I VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA 11NO. IKVA NO.NEON TRANSF. NO. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED s I— TOTAL FEES 61 !J— CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001564 Date 11/17/08 Property Address . . . . . . 149 10TH ST Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc replacement 1 ahu 24K btu ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GOODLING OCEAN STATE HEAT & AIR, INC. 149 10TH STREET 1476 ATLANTIC BLVD. FL 32266 ATLANTIC BEACH FL 32233 NEPTUNE BEACH (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . REPLACE ARU 24K BTU . 00 Permit Fee . . . . 87 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/16/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 11/17/2008 1111 �28 FAX 9042498949 OCEAN_STATE-A/C 4 ATLANTIC-BEACH it001/001 CtrY OF ATLANTIC BEACH 07- - 600 SEMINOLE ADAD,ATLANTIC BEACH.FL 32233 OFF'cr:(904 747-502D 5 FAX NOAD0411247-611Ari 8U%ING-OFP7@C0A8.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY 1.,JOB ADDRE93: XNO W -09 LO I rAt�- Atlantic BeaCh, 32233 0 YES PERMIT 0; 'AR 911 S.AODAErS IF DIFFERENT FROM JOE ADDRESS: 6L PHONE� joh n Z70 K NIEX�"I#Ilft 7-NAME OF OMPAN 8. oa?anc 9&+e 4+�% A(C- 14-7(v 41 t ck ,+i C_ 9.STATE OF FLORIDA UCENSE NO.' 16.C111.PHONE; 11.FAK NO�! CA<_oL.�q-2>I o -CZ�k�-�7 11 12.EMAIL ADDRESS: 13.OFFICF P ONE: OP� GQs Application is hereby made to obtain a permit to do the work and Installations as indicated, I rartIfy that all work will be performed to moot the standards of all laws regulating construction in thIs juriscl1qtion. This parmll becomes mull and void If work is not =mrnencad w1thin six (6) months.or ff construction of wtrk)6 sWSpanDed or abandoned for a parlcIcl of six(6)months at any time after work is commenced. DONTRACTOR6 Sio ifj 0 NEW INSTALLATION 0 NEW -f5'0$FLORIDA BUILDING C:CDE� *&PLACEMENT OF EXISTING SYSTEM Ayr-XIS NO 0 COMMER IAL MECHANICAL P147 0 ALTERATION/ADDITION TO EXIST SYSTEM M OTHER In REPAIR — : - 7—7-77— ,7,I NIGAL. 5 LLED;',- 19.HEAT; 0 SPACE 0 RECESSED XCENTRAL C)FLOOR BURNERS� 20.AIR CONDITIONING: 0 ROOM LICENTRAL 21.DUCT SYSTEM: IMATERIAL: I THICKNESS: MAX CAPACITY� efrin 22.REFRIGERATION: MAX CAPACITY: Cfm 23,COOLING TOWER- CAPACITY:_gPm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: I MANLIFT; ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: PREFABRICATED' MASONRY: 27,FIREPLACE. 28.IRRIGATION: LI PUMP 0 WELL V-1 PIPING 29.GAS PIPING: 0 OF OUTLETS:— 0 GAS AHLI: 0 GAS WATER HEATER: 30.OTHER-SPECIFY- SOLAR HPATIN 0. BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR coil.I�w DUCT9 ETC. VALUE FOR QTI4hR ITEMS;. 1110 4iq ROVING y —MEW WWI APPROVINO NUMIsER MANUFACTILIRER TONS An-ENin-Y 0 NIrS rFUNITS DESGRIFrION MODEL# MNqU` LIU t'.' '4RI t, IiTU AGENCY OF UNITS DESCAIPTION MODCL# MANUFACTURER I - F1< r)N Fw.;2- 'e OVIN ERAL$1 ENCY NUMBER GALLONS CONTAINED MANUFACTURER S Air COAD FORM 81_0004:REVISED:GIM3007 CITY OF ATLANTIC BEACH 07- 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 5 OFFICE:(904)247-5826&FAX NO.:(904)247-5B45 BUILDING-DEPT@COAB.US C4 Fr \'i -Z �t� MECHANICAL PERMIT APPLICATiOl\' DUVAL COUNTY -3.:DAT 11.JOB ADDRESS: 1111$'THISA SUB PfiRMIT. kINO 1+ 0 YES PERMIT#: A--lan--ic Beach, FL 32233 PROPERW_ (ME. 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: 'I '�'7C joh 1/) ? NI (;-'A'VMRT-WT -----*::-- v_�_: e M OR:, , , Q-(A 7.NAME OFCDMPAN . E.ADDRESS.: _E>k/C' ,6,+e -7(,o c. -h C_ oce� - A(C- 14 J 9.STATE DF FLORIDA LICENSE NO: 10.CELL PHONE: .11.FAX N 0.: enum'q1q CPccp4,q-��>I o -txL1q CW 12.EMAILADDRESS� 13.OFFICE PA'ONE' 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 SIG 5 C SSOFW 7!�U" El NEW INSTALLATION 7-1 NE -ErD6 FLORIDA BUILDING CODE- A,R f-PLACEMENT OF EXISTING SYSTEM lot EX 0 COMMER IAL MECHANICAL 0 ALTERATION I ADDITION TO EXIST SYSTEM El OTHER REPAIR -MECHANIGAL EQUIPMENT TO-BE INSTALLED: 19. HEAT: 0 SPACE ORECESSED XCENTRAL EI FLOOR BURNERS: 20.AIR CONDITIONING: 0 ROOM El CENTRAL 21.DUCT SYSTEM: IMATERIAL: THICKNESS: MAX CAPACITY: Gfm 22.REFRIGERATION: IMAY CAPACITY: Cfm 23. COOLING TOWER: ICAPACITY: 9Pm 24. FIRE SPRINKLER: NUMBER OF HEADS: 25. LIPT SYSTEM: ELEVATOR. MANLIFT: ESCALATOR: AUTOLIFT: 26. COMMERCIAL HOOD NUMBER:- 27.FIREPLACE: PREFABRICATED: MASONRY: 28. IRRIGATION: 0 PUMP 0 WELL D PIPING :__ #OFF OL 0 GAS WATER HEATER: 29, GAS PIPING: #OF OUTLETS: 0 GAS AHU: 30.OTHER-SPECIFY: SOLAR HEkTING. BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. VALUE FOR OTHER ITEMS: IRS R KINA APPROVING NUMBER MODEL# MANUFACTURER TONS AGENCY OF UNITS DESCRIPTION -.I;p IRVENT. 777TTF7777777T27HEATING �U A-A '�FUR C5S":'6Ok8RS FIRIEP�:IRC MRAXNbt- N UM APP__DVING OF UNITS DESCRIPTION MODEL# MANUFACTUR:R BTU AGENCY rRF -.1K P��l N TYPE LIQUID APP OVING MANUFACTUREL SERIAL 4 PNUMBER GALLONS CONTAINED _.LERI AGENCY COAB FORM BLDG04:REVISED:9113/2007 CITY OF ATLANTIC BE—ACH — DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FI 32233 - Tel. (904) 247-5826 ROOFING PERMIT PERMIT INFORMATION LOCATION INF )IRMATION Permit Number: 21369 r Address: 149 TENT�4—STREET Permit Type: RE-ROOF C C ATLANTIC BEACH, FLORIDA 32233 lass of Work: NEW Township�: O Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: 0 Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 6,715.00 OWNER INFORMATION Date Issued: 2/01/2001 lia-me- Total Fees: 75.00 Address: 149 TENTH STRERT Amount Paid: 75.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 2/01/2001 Phone: (000)000-000o Work Desc: R]E_ROOF -- I-ONT R(S) BURT PREFORMED METAL SYSTEMS '' PERMIT 75.00 ................ nspection&-RdqWf6d1_____ NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $75.89 14 Date: 2/01/91 81 Receipt. 0030926 CITY OF ATLANTIC BEACH CIECKS 10019 88IN90322108 CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION JOB LOCATION: OWNER OF PROPERTY: 4��Oe2416 k715 —TELEPHONE:: 0 - C 0 NTRACTO R: 6 0,e 7- A 6-FO I? L SL;�5 f CONTRACTOR'S ADDRESS: /0 ,14 ae 56 zip: STATE LICENSE NUMBER: 2_-�: 7 TELEPHONE.- DESCRIBE WORK TO BE PERFORMED: Z5 klll-� /t4f"�7� VALUAT10N OF PROPOSED CONSTRUCTIJ 7 MATERIALS TO BE USED: SIGNATURE OF OWNER, SIGNATURE OF CONTRACTOR: SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF 19 AS TO OWNER: NGTARY PUBLIC SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF-37 AS TO CONTRACTOR NOTARY PUBLIC Liability Insurance Supplied Pcrtrkia Amonette MY COMMSDON# CC947012 EXPWS August 27,2004 00NOW TMRU TROY FAIN WORAMCF,INC Workers Compen'sation Insurance Supplied Contractor License Information Supplied Occupational License lnfcrmatcn Supplied o C, Doc# 20010p441dd Book: 98-70 Pqe: 11:15 5 MIN. RETURN Filed & Recorded P Hi NOTICE OF COMMENCEMENT 0210112001 10:08.-44 AN NE# -7��I- 75 JIM FULLER in --------- cq CLERK CIRCPT COURT DUVAL COUNTY TRUST FUND 1.00 TO WHOM IT MAY CONCERN.- RECORDING 00 0i I cri The undersigned hereby inforTns all concerned that improvements will be made to certain (6 real Property, and in accordance with Section 713.13 of the Florida Statutes, the following CL information is stated in this NOTICE OF COMMENCEMENT. 0 N Description of Property Lor I T-711 M r- ''I)v CO. 14117- A-,-I 13 3 0 0 General Description of Improvements _rp,�-j—,4 — L, Roo/-- Owner Je.4&1 6�-, Address- 1.4 q Owner's interest in site of improvements:_ e,, Fee Simple Title Holder(if other than owner) Name_.,_, Address I c/c/ /V 67- rtc Contractor 4v K.;r Address!� A C�-,C JAC, Surety (if any) /i/a Address A mount of Bond $ Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name Akks j,e,6, � e� Address PAL- In addition to himself, owner designates the following person to receive a copy of the I-einor's Notice as provided in Section 713.13(l)(F), Florida Statutes. (Fill in at Owner's option). Name Address: Sworn to and subscribed before me this 30/& day of +9 Q�o k VN V\ A4,4- 374, 1 Nota Pub' ' U, YN N ROSALYN M. A N r!6 COMMISSION CC 646504 Cn CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 LOCATION INFORMATION PERMIT INFORMATION Address: 149 TENTH STREET Permit Number: 19527 Permit Type: REMODELING ATLANTIC BEACH, FLORIDA 32233 Township: 0 Range: 0 Book: Class of Work: ADDITION Proposed Use: SINGLE FAMILY Lot(s): Block: Section: 0 Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 1,000.00 OWNER INFORMATION Date Issued: 1/31/2000 Name: JOHN GOODLING Total Fees: 25.00 Address: 149 TENTH STRERT Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 1/31/2000 Phone: (000)000-0000 Work-Desc. -EXTERIOR STAIRS Pp N FEES CONTRACIT �A �R(SV 25.00 PROPERTY OWNER PERMIT pectionsRequired FINAL BUILDING NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPEC_T(ON__-- BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $25.0014 Date: 2/01/00 01 Receipt: 0031123 CHECKS 1061 ATILANTICEBEAC BUIL-StINGDEPT. 00100803221000 CITY OF ATLANTIC BEACH PERMI CULATION SHEET C LC Address— Date 1 - .2- 6 Heated Sauare Footage @ $ _per sa lt = Garage/Shed @ $_per sq f t = $ Carport/Porch @ S—per sq ft = $ Deck @ $_per sq f t = Patio @ $_per sq ft = TOTAL VALUATION: S $ Total Valuation 1 s t S Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ + 1/122 Filing Fee $ ( ) Fireplaces @ $15 - 00 $ BUILDING PERMIT FEE S WATER IMPACT FEE $ SEWER IMPACT FEE WATER METER/TAP $ CAPITAL IMPROVEMENT 8 SEWER TAP $ ) RADON (HRS) . 0050 8 SECTION. H PAVING ( $ HYDRAULIC SHARES $ CROSS CONNECTION $ ) SURCHARGE . 0050 OTHER GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp .; SwimmingPool Septic Tank—; Well Sign Finish Floor Elevation Survey ; other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH C, 6 2000 P.:,,TP=flT A-PPLIC-ATION R-.7,-rMC=/ A.DLITICNS, 9M OAAVWTf ONS L111ding each MG V:,�jN G, DFM-0Z!T70NS ancl ZOning Owner(s) vz' job Addres1z. /Ott, Ey:.HIL Lot Blcck or Unit Subdiv:.s.' 0n:- Contractor: State License 2- hone \To: 13Z Address: C4 Staze la-77 Presenz use 0: va a z-� o- �:f ? c p c s ed s r u c z-"o n: ?=s--csed --se: mensJ ons he added Is this an lies, what are the dii- z -, !I the added area "-e heated and SlOaCe: AJQ- cocl e,i? NL e w eleczr� c=l (or J -lc-�ease" New plum-b ina- f New 4 lace?_W New He IVO TrWo AND SZTZ PI-414, SuRVEY4 1� —��C�ONznACTOR A,--7:rZ)AVZT', ly OW= IS CONTIZACTOR Signature OWNER: Date: Date: S ignature CONTRACZ�— AS TO OWNER: e this Sworn to and subscribed before m 0 AS TO CONTRACTOR: # V 2.0 this da y NUT) Sworn to and subscribed before me NOTARY PUBLIC TELEPHONE(904)247-5800 FAX(904)247-5805 CITY OF SUNCOM 852-5800 Feavlt - 5'6ta4 800 SEMINOLE ROAD ATLANTIC BEACH.FLORIDA 32233-5445 CHARTER 469, FLORIDA STATUTES, PART I "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489. 1 03(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE, YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE - OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE 13UILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING 70 THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND By COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER 70 IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER $2,000) BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY HIR UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER "DIRECT SUPERVISION OF7HE OWNER, WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOTALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE. THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY CLEARLY PROTECTS THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCEs� OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE No. 455-226( 1 ). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT (247- 5826) IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT 1 HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE RFQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. PRdP OWNER/SUILDER ,IVY ADDRESS TELEPHONE SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY NOTARY PUBLIC kmam My COMMISSION EXPIRES:___f NOTE: PHRASES UNDERLINED ABOVE BY THE BUILDING Aligus 27 'W' ARE EMPHASIZED BONDED-rjjRU TROY FAIN INSUPANCE DEPARTMENT. J .)VZ, LOT L-IAILF J7- -far.- 9 5e. 15T J7/ff F