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Permits 85 Nicole Lane (vault) r ADDRESS BUILDING PERMIT NUMBER _- - INSPECTIONS: UNDER SLAB PLUMBING FOOTING 31 -3 SLAB 3__, _ FRAMING � --�2 �-- -- -_______- ________..____.---______._ COYER-UP INSULATION lL' - -> FINAL BUILDING l CERTIFICATE OF OCCUPANCYti .- ELECTRICAL PERMIT # �- ' INSPECTIONS ROUGH FINAL ______________.____.________..._ MECHANICAL PERMIT # PLUMBING PERMIT NOTES: i CITY OF (p 73 0 4&40dWC &404- Office of Building O t -v ,cam REQUEST FOR INSPE Date _ .b Permit o. t Time _ A tv1. Received _ 5, Job Addres Locality Owner's Name rV Contractor CONCRETE EL CTRICA MBIN �. . ramF ing ❑ Footing ❑ ough Wiring ❑ ❑ Ai Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION ,j A.M. Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made , P.M. Inspector Final Inspection ❑ ZCertificate of Occupancy❑ �y O�� Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 *PERMIT INFORMATION' . ' ` ;; _ LOCATION INFORMATION" Permit Number: 21671 Address: 85 NICOLE LANE Permit Type: BUILDING ATLANTIC BEACH, FLORIDA 32233 Class of Work: ADDITION Township: 0 Range: 0 Book: Proposed Use: Lot(s): 2 Block: Section:0 Square Feet: Subdivision: TIFFANY BY THE SEA Est. Value: Parcel Number: Improv. Cost: 50,000.00 `OWN'ER INFORMATION Date Issued: 3/27/2001 Name: PBC, INC. Total Fees: 552.62 Address: 2209 ALICIA LANE Amount Paid: 552.62 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 3/27/2001 Phone: :: ;904 739-2739 Work Desc: Addition of 2nd sto "...z .a > GQ`:TRACT R'S r s P- k;ICATION...FEES , Flx5 r .r, . PROPERTY OWNER PERMIT 390.00 WATER IMPACT FEE- 120.00 04 RADOi�GAS H..RS. 3.62 56 RADQN`.CAB 5°Ic . 0.19 ACROSS CONNECTION 35.00 � OONST.SURCHARGE 3.43 3 $CHARGE/ATL.BCH. 0.38 COVER UP MING ROUGH ELECTRIC TOPOUT � '' ItAL ROUGH MECHANICAL NOTICE- INSPECTIONUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED Ikri PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR QRCIWNER ` "FAILURE TO COMPLY WITH THE CONSTRUCTION✓LIEN:LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE.FOR`BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHFCKARE.PART=OFTHIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operator= O FRYLE Date: 3/38/91 91 Receipt: 8846244 A TIC BEACH BUILDING DEPT. Total pay*ent $552.62 V f � milt RETvAN hook 9926 Frage 206 PHOto# Doc# 2001067719 Book: 9926 Page: 206 NOTICE OF COMMENCEMENT Fx103/26/Recorded2:34:44 PM JIM FULLER CLERK CIRCUIT COURT TO WHOM IT MAY CONCERN: DTRUSTCFUND $ 1.00 RECORDING $ 5.00 The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of Property 4S- �J t cc,i-E- General Description of Improvements iCJ c�i.1 C- -;- Owner Address: 2�.adV i c u L L N i t,AA T"1 Owner's interest in site of improvements: c-z Fee Simple Title Halder(if other than owner) Name Address Contractor l �p tA XZ- Address Xs- 4V v\ L,r, �'t�c�►t,�i i G c NL c� 32Z.s Surety (if any) Address Amount of Bond $ Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name r-1 / / �j C. Address 2? �", T si.u rf- ed %lix In addition to himself, owner designates the following person to receive a copy of the Leinor's Notice as provided in Section 713.13(1)(F), Florida Statutes. (Fill in at Owner's option). Name Address: t Sworn to and subscribed before me this (zfti day of n) H6-c-it Undm L skWM - * * My Commies w0f2M34 Notary Public EYoiim Wni07.2001 CITY OF ATLANTIC BEACH PERRMIT CALCULATION SHEET Address � N zoo(-/v r— Date 2 — ;2d -® 1 Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch �n @ $ per sq ft = $ Deck ` @ $ per sq ft = $ Patio \ _@ $ per sq ft = $ V TOTAL VALUATION: $ �� -016_ C $ Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ f 0 ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ (% 'L) RADON (HRS) . 0050 $ SECTION H PAVING ( } $ HYDRAULIC SHARES $ .r CROSS CONNECTION $ ( Z�- SURCHARGE . 0050 $,,,�.c OTHER S GRAND TOTAL DUE S s-, 72. ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: j CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5677 PERMI,7 fIVI= ATIbN IpCAtI ?N INFORIATIfN -- Permit Number: 22167 Address: 85 NICOLE LANE Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: Lot(s): 2 Block: Section:0 Square Feet: Subdivision: TIFFANY BY THE SEA Est. Value: Parcet Number: Improv. Cost: tWIiER1�Otl►tAON Date Issued: 6/15/2001 Name: PBC, INC. Total Fees: 43.00 Address: 2209 ALICIA LANE Amount Paid: 43.00 ATLANTIC BEACH, FLORIDA 32233 ,Date Paid: 6/15/2001 Phone: (904)739-2739 Work Desc: HVAC[/�'' --- N''RAS� �F _ �A COMFORTABLE ENVIRONMENTAL, ' ..ICA OII-. . PER I -EES 43.00 A4 ° ROUGH MECHANICAL " -- Y NOTICE-,INSPECTI ST BE REQUESTED AT BEAST 24 HOURS PRR TO INSPECTION BUILDING MATERIAL,'.RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE LACED iNJBLIC SPACE, AND MUST BE CLEARED URAND HAULtD,AWAY BY EITHER CONTRACTOR OR ER FAILURE TO COMPLY WITH TMS C9WRUCTION L SAN RE LT IN THE PROPERTY OWNER PAYING T WtE��0OR� t= {SMP �E ISSUED ACCORDING TO APPROVEC" t k R PART F IT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISI014S f l L l 'f ATLAPI`I'iC B H BUILDING DEPT. Data: 6/15/61 el Receipts U43.6D5776 CHECKS 5649 f Jun lU U1 Utf1Uea HUI Laing Iueparx-menT, BUY—GT t —aouv 1 s BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLMMr,.iltaCTy/,pt.0R1OA San31 APPLICATION FOR MECHANICAL" PERMIT r.�ttcfndaraesn IMPORTANT--A li t to complete alt items in sections 1, It, III, and IV. FILVE�i4TIFtCATION • Adr."1 E J!`/ A.4 .161d.. ---To be completed by ail applicants, 1.<e..id.nsli•n (pr.nSl qi... fer de:rp Ih•wai a d...ri6.d i. Ih..6ss Nstam..t..•6.r.►y.Ir.. !o...fear.sY .wl le..••d..•. vNh Ih• .tavhad pl..r sd rp ti(f{Nlpne.Irfeh .r. . pur hnnl ..d iw ••eerd..tu Hill.!4.c:y sf J•e'rwn.ill• wdlw.ru. ..d Jr.drrd> �sosd,prraNaa lr.4d lh•rrin. hd.ahs•f.•t /' C.. ..1..1 p Gskuiu(prMt{ // l�G'M 4 E: /'✓✓as' N, C,a / 0 W 111..isre O.n, S7 1•n.l . N ZAorhsd A1.0 f Ar.Jdhel.r FngI..N Nt. rUNLUL INFO AMATION A. -T,7*►.rgl.1 Colt 8. �� IA aTNER Gal17TRuGT10r1 aCiR6 C4RC lRl FF33 Me 1WLWAIG aR stT=T O c..:_a U p N0"1 0 Crrtrrl ufulty tit rt:.s.CSYC 11UMA6R Go COMITRYC ax Q ON M[1tMtT ❑ Otis—s,.arr IV.6001,ad r-AL 11QQJ?141M TO fit(fr Y LLLIOqA RE OM WORK (Trr.1d.aunplds Urt at eampsM!h eli sari fib kn,.! Roddenttal w Q CantRlwals) [3' 11s61 a Spam ❑ t�wr.d gG.h�sly d P. low Au dins - f,7,//V�C+.d 600 W. Q Q. G.4sd i`,? f `Jj�, O Emoting eufloing fry as'1, ST+t wl Malorirl 11.46...h.. "' ❑ It"lacsment of sslsitnp ayslwn ►tadr.ww s.prclly ❑ Now Indall.11an(Ns system prwrouaty Mstattauy 1 13 flotrMe»Moa Q lataealon ar aadan to 6th"syatof" 01 tier SpeaflT Q C�e.tf.1 iwe .Gp6ay 14n. O R. .pw u.r. ltaa.6.t of h.". (J / Q 1;-.1 r Q 6lsnith Q Ew�"' {.M"nV't t1"ifi 9�RY.s 7'011 Oill4C7 41{i OMIT a/ Q.C.wall"p►Mpa q•T..la (.rwelsr! a.r.•r1e 7l/) Q Loa swrfar--- e--nrisrr (,/ p tlrl6sd prarulr.wnw G ?4—'kAhtd by bollen "-`- Q Qfdr—sp-17 ►.nwl!c.� X487 ALL.NIQMPMENT �1 • r. AA CJOMCMOmw ANC RA&PRtt3f11AAT11?Tt EQtM> ver Iitwr6er ved>,. 17eaariptSaa 1r[ed:et NalaO•r sisauhatru+e ( tY A DRATIMa•Pi1Nr1ACE&AOlL.E & FIXRK M tiawrber Mau Drsodpbrw XoO.f Munbsr 7Kslwr-4vaerr l9lLll l TdMZS no-W-7 1%410 oal col"AW T"s Lkuid T(a•ods e( sow APp°O'�rA ea0 ➢�raraerw Cyst■r..a ]eamr3aatxa.r Na. � jj,� CITY OF JE ,q&4a�dC / ewc-A- (e 41 eOffice of Building REQUEST FOR INSDate V �� Time ! 74A Received l 55 � Job Addres Locality Owner's Name �Aflt� `� Contractor CONCRETE EL CTRICA MBIN ECHANfCAL raming ❑ Footing ❑ Rough Wiring ❑ ❑ Air o ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday \ A(1 © h^ A.M. Inspection Made P.M. Inspector Final Inspection 11 Certificate of Occupancy ❑ /)-z7-05(5 Date aft RECEIVED* MAR 0 9 2901 City of Atlantic Bosch CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS 240VIYG, DEMOLITIONS Owners) : KAj G - Job Address: C u Le Phone: T()-( - 2 Lot 4 ZO Block or Unit J Subdivision: Contractor: JG .� t�i o<� State License # Address: �'� , ,,L��S I�j�,. Phone Na: City .lac G��SG�2✓� (lt State L Zip Code �j�Z L( So Describe work to be done: r'I`"`� i' �Z-. Iy�L > 1 C2. � �yy�� 7;%Zz,s✓ Present use of building: Valuation of Proposed Construction: QU o Proposed use: Is this an addition? If yes, what are the dimensions of the added space: f r ft. X z.- ft. Will the added area be heated and cooled? New electrical (or increase),? O\L�ec-3— New plumbing fixtures?4a New fireplace?7Jlo New Heat/AC? , SDHMZT THREE (C'ON&IR7RCMA .) TWO =SIDEZ XAZ) COHPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERO'Y COLTS FMUdS, NOTICE OF CObm�IVCEb�NT, AND OHlT WCONM ACTOR AFYZDAVIT, ZF CWMM ZS CONTRACTOR. Signature OWNER;...-I,--/`�%'�C y .r'`, ` "-- Date: Signature CONTRACT4El k'" [/ %--------- Date: . /�/U. AS TO OWNER: Sworn to and subscribed before me this � day of R 4tc J\ 2000. # Uwe L Ske006 * * My Commission CCOMM I f �>i tt- E*m"o7.20o1 NOTARYPUBLIC AS TO CONTRA l Sworn to and yaubscribed before me this ` �ay of 2000. • 'k Linda L Skeeles * My Commission CC636134 Expros Apnl U7,�, NOTARY PUBLIC A FORM 60OA-97 011111 r�UK1uA ENEmR(j"Y crriuicNuY u0uc FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Petfcrmance Method A rrojm a 1'4arne. Mansouri Addition Builder: Address: 55 Nicole lane Permitting Office: Atlantic Beach vitt', 4 4tate. n antic.tic eaach, . r elinit Number: Owner: Mansouri Jurisdiction Number: 26 i i uu Climate Zone: North 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 18.0 kBtu/hr j 3. Number of units,if mulii-family i _ SEER:i0.00 _ 14. Number of Bedrooms 1 - j b. N/A 5. Is this a worst case? No 1 7VL r VJwer!A 7. Uass area a type a. Clear-single pane 0.0 ft' 13. Heating systems h C!e--r-double pane I 1 Lo ftz p a, 171--dee Heat Plump Cap: 19.0 kRtp'hr i m:_.r_.i__on/o>•r�n t_____ n n n2 _--- TrarLn.c u/a --- l.. 1l1lU VL1IGl J\../J11V1 -JI11KlG Ihti11G V.V 1L 1151 1".V.OV d.TinVother SC/SHGC-double pane 0.0 ftz I b.N/A _ 8. Floor types a Clab_ll��d�F.f„a ins.lir:.. R=/1 fl GG fir..\fi i hTiA b.N/A c. N/A 14. Hot water systems 9. Wall tyr>zS _ a- N/A _ a. Frame,Wood,Exterior R=11.0,585.0 ft b. Frame,Wood;Adjacent R--11.0, 154.0 ft- _ b.N/A - c. N/A d.N/A _ I c. Conservation credits _ e. N/A (HR-Heat recovery,Solar j 10- Ceiling types - DHP-Dedicated heat pump) a. tinder Attic R=30.0,303.0 ft' _ 15. HVAC credits _ b. Single Assembly R-19.0, 112.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, 1 c. Under Attic K-19.0,38.0 ftz Hr-Whole house tan, 11. Ducts _ i PT-Programmable Thermostat, a. Sup:Unc. Ret:Una All:Interior Sup.R=6.0,30.0 ft MZ-C-Multizone cooling, I b. Sup:Con. Ret:Unc. AH:interior Sup.R=6.0,30.0 ft MZ-H-Multizone heating) - - - ---- --------- - -- --- -�- - Total as-built points: 6911.00 PASS Glass/Floor Area: 0.15 Total base points: 9582.80 ----------------- i hereby certify that the pians and specifications covered ' Review of the pians ana114E S Td.v i...++..n nnln..ln+'nn n.-n ... nnm..i:nnnn...li.++,n can 44n i 'Ann+:nnn nn..n.-n.•1 F...+I,;- .t9�t1x -- 'Lf'l.��111 vj L1 14J LIall,ulatlVll arc 1// compliance ��itll t114 1 IV114a i spcc;".+alIVIIJ VVvGIGV VT tlllJ �� l A Energv Code. calculation indicates compliance -, _ = �+ /� with the Florida EnergyCode. P R SE 10 I �fiT�. 3 I Before construction is completed��.� _ I this building will be inspected for nnm.ti:.t o L..i+i. Section GG°2 At1G lw I ilereUy cetiiry ilia!iilis buiidiny, ' d, IS III compuanw •.Ith Section i 0� e-mmnlii nra AI fh f 41 FioriLia En ar I Florida Statutes. C • ` r..-.0.0.0,.0 t�/uA1CD/A!_CROT. I 131%,11110-DING-0 61CCit`rsAo ..11 i�1V1"VV1\ t . I V1 1 ICC Al_: C� nn�rc. 63 O� rtA�rc. 3 - l.S�- 1 1 •• �• 1.01"1 L.. EneryyGauye�iv wetsion. FLR 1 PA 2.02) rORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 85 Nicole Dane, Atlantic Beach, Fl, PERMIT#; I BASE ! AS-BUILT � GLASS TYPES f .18 X Conditioned X BSPM = Points Overhanq � Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .19 762.0 33.05 4533.8 Double,Clear S 2.0 14.0 76.7 34.50 0.97 533.8 I Double,Clear W 2.0 14.0 30.0 36.99 0.98 1090.3 I Double,Clear S 2.0 5.0 16.0 34.50 0.72 399.3 Double,Clear W 2.0 5.0 16.0 36.99 0.80 473.0 t Double,Clear S 2.0 7.0 21.0 34.50 0.82 594.2 Double,Clear W 2.0 7.0 12.0 36.99 0.89 393.6 �-vV•��i vt . -- 4.4.i ti - WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 154.0 0.7 107.8 Frame,Wood,Exterior 11.0 585.0 1.70 994.5 Exterior 585.0 1.70 994.5 Frame,Wood,Adjacent 11.0 154.0 0.70 107.8 1�� T-a-1. 990 A ii//��0• A-- /M T-�-1. DYiC 1 Vlp1. 1 Ji.V 1/Vi.J /1.sZu at 1 t/101. (JJ V 11VL J DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 30.9 6.10 188.5 1 Exterior 30.9 6.10 188.5 Usage T-�-1. 90 0 600! A- YV i ioii.�i oa�C /l!{YI. JVA IOO.J I� Utll 1-401. CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 404.0 0.60 242.4 Under Attic 30.0 303.0 0.60 181.8 I Single Assembly 19.0 112.0 1.80 201.6 Under Attic 19.0 38.0 1.10 41.8 LB=weTotal, 404.0 242.4 As-Bunt Total: 453.0 426.2 f FLOOR,TYPES Area X RCP11li _ Rnintc Tyrrwp R-`iallilp Oraa X SPM _ paints Slab 59.0(p) -37.0 -2183.0 Slab-On-Grade Edge Insulation 0.0 59.0(p) -41.20 -2430.8 Raised 0.0 0.00 0.0 1 Base Total: -2183.0 As-Bunt Total: _2430,9 INFILTRATION Area X Bq-PM _ points Gran X CPM _ Pnint 762.0 10.21 7780.0 762.0 10.21 7780.0 � � l EnergyGauge®DCA Form 600A-97 EnergyGaugeS/ResFREE'97 FLR1 PA 2.02 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Buiidina Performance Method A - Detaiis ADDRESS- 85 Nicole t=ame; Atlantic Reach; Fl, PERMIT I l t3A*S)E l AS-BUIL! Summer Base Points: 11664.0 Summer As-Built Points: 10549.4 I Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling I Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 10549.4 1.001) 0.953 0.341 1.000 3430.5 11664.0 0.3573 4167.5 L 10549.4 1.00 0.953 0.341 1.000 3430.5 I EnergyGaugeTm DCA Form 600A-97 EnergyGauge8/ResFREE'97 FLR1 PA 2.02 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method H - uetaiis ADDRE=SS- 85 Nicole Lane; Atlantic Beach, Fl, PERMIT#- B A S 0E" -BASc Aa-BUILT ! GLASS TYPES ! .18 X Conditioned X BWPM = Points ! Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points ! .18 762.0 9.76 1338.3 ! Double,Clear S 2.0 i 4.0 i 6.0 4.03 1.01i 65.0 ! Double,Clear W 2.0 14.0 30.0 10.77 1.00 324.5 Double,Clear S 2.0 5.0 16.0 4.03 1.40 90.3 Double,Clear W 2.0 5.0 16.0 10.77 1.06 182.4 Double,Clear S 2.0 7.0 21.0 4.03 1.17 99.1 Double,Clear W 2.0 7.0 12.0 10.77 1.03 133.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 154.0 3.6 554.4 Frame,Wood,Exterior 11.0 585.0 3.70 2164.5 Exterior 585.0 3.70 2164.5 Frame,Wood,Adjacent 11.0 154.0 3.60 554.4 ! n- r.•..I. V .. w-��e n w-as 11•"_1..1. Asan RVA.n .ze I o"al I J.1.V LI■ U tai-c�iilla I a/a (Ji.V Ll IO.Y DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 30.9 12.30 380.1 Exterior 30.9 12.30 380.1 n-- r I. sn n maw• w Ia•Tct I. �n n 4ew A ! uaa8 I vtaa. JV..7 JOV.I w3-Mina I aladil. JV.i JOV.I CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points I Under Attic 404.0 1.20 464.8 Under Attic 30.0 303.0 1.20 363.6 Single Assembly 19.0 112.0 2.00 224.0 ! Under Attic 19.0 38.0 2.00 76.0 ! Base Total- 404.0 484.8 As-Bui@ Total: 463.0 663.6 ! FI !i_OR TYPES Arun- X RWPu _ Points Type R.Value Area X WPU _ Points ! Type 59.0(p) 8.9 525.1 Slab-On-Grade Edge Insulation 0.0 59.0(p) 18.80 1109.2 ! Raised 0.0 0.00 0.0 ! Base Total: 626.1 As-Built Total: 1109.2 !NFII Ti?6TFON Area X BWPM - Pointe. Area X WPM = PninfQ ! 762.0 -0.59 -449.6 762.0 -0.59 448.6 EnergyGaugeO DCA Form 60OA-97 EnergyGauge9/ResFRM97 FLR1 PA 2.02 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS- 85 Nicole lanes Atlantic Beach; Fl; PERMIT#: 1 BASE ! AS-BUILT Winter Base Points: 4998.6 Winter As-Built Points: 5316.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 5316.8 1.000 0.962 0.501 1.000 2565.1 L4998.6 0.5340 2669.3 5316.8 1.00 0.962 0.501 1.000 2565.1 EnergyGaugeT" DCA Form 600A-97 EnergyGauge@1ResFREE'97 FLR1 PA 2.02 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 85 Nicole Lane;Atlantic Beach, Fl; PERMIT 1 BASE AS-BUILT ! WATER HEATING ! Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier ! i 2i4ciw 2746.0 i i w 27,4G.00i.w 2i %J46.1 ! As-Built Total: 915.3 CODE COMPLIANCE STATUS BASE AS-BUILT /�....1'w.. iJ....�'.... "_4%A/.. . - T..4wi ! 1---1-...+ tJ 4'w LA-4 XA/ 4.... � T..a-.I vvv�iny T �catitIg T I wt rratci — i vtaI vvvliny i ieatiny T i wt vratc� — ural Points Points Points Points , Points Points Points Points , ! A167.5; 2669.3 2746.0 9-582.8 ; -'AA3 }_-,; 2-56-5.1 91-5.3 6Qq j i.n L PASS I mmmulm c34 TIAE STaT� 7 _vp W6.�r Energyuauge M ULA Form buUA-9-1 EnergyUaugew/Rest-REF y%FLR1 FA'L.U2 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method H - "Details ADDRESS: 85 Nicole Lane.Atlantic Beach, FI, PERMIT#: ! � r 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST CtSMPfSNFNTS *sFCTiQf i +RFdi11RFMFNTS FOR F/1CH MACTK:F + CHFCK Exterior Windows&Doors 605.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area;.5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; fniinrlatinn R wall sole nr sUi mala inints hwhm.-n,YMwinr wail nanek at rnrnprs idility i ! penetrations;between wall panels&to plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is.seated to the four tinn to the ton nlatp- i I Floors 606.1.ABC.1.2.2 Penetrations/openings>I M"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed + �to the nprirnp#pr tlr±np}rations and c-xaine_ Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; ! i attir arr-rgc-FXC:FPTION:Rang ra.ilinem whpra a r-.nntinnnim infitratinn harnf-r is i ! installed that is sealed at the perimeter,at penetrations and seams. I Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a ! pp i-d hnx with 1/7'(-.WArannA-A'r'faun imidatinn;nr TyiwP- if:ratpri with<9 ri r:fm frnm i ! conditioned space,tested. Multi-story Houses __..___606.1.ABC 1 2.5 -. Air barrier on perimeter of floor cavitv between floors. Arirlitinnal infkratinn rpnig F 1_A i..1. Fxhact fans vpntvtt fn ruitrtnrxc riamrwrc nArn Minn cnarp hr+ati- rmmniv with NFPA have combustion air. `I 6A-22 OTHER PRESCRIPTIVE MEASURES (mu,,gt he met or exceeded by all residences_) COMPONENTS I SECTION REQUIREMENTS CHECK Water Heaters 1612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit ! hreaker/pk+rtrri nr rihnff tnasl rrir�ct hp provided.External rx hrliM-in heat#ran Pao+iirxl- ! Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal ! pffirie v of 713% ! Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 1610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically atlar-.hM,cpalprl in��latPd,and inctailpd in arr^"danp with the r_.rih-is of$Minn 810 Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls _ ._ 607.1 _ -. Separate readily_accessible manual or automatic thermostat for each system. Insidatinn i fi<33-1 i'.-iiinoo-_Min.R-14 C"mmnn wall'Fraorp R-11 ru CRR R-3 hnfh sidp.q i-- iI Common ceiling&floors R-11. I I EnergyGaugeTm DCA Form 6WA-97 EnergyGaugeO/ResFREE'97 FLR1 PA 2.02 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =83.8 The higher the score,the more efficient the home. Mansoud, 85 Nicoie Lane, Atlantic Beach, Fi, 1. New construction or existing Addition - 12. Coaling systems 2. Single family or multi-family Single family a. Central Unit Cap: 18.0 kBtu2rr 3. Number of units,if multi-family 1 - SEER:10.00 _ 4. Number of Bedrooms I - b.N/A - 5. Is this a worst case? No 6. Conditioned floor area(ft2) 762 ft2 c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 fl2 13. Heating systems b.Clear-double pane 111.0 ft= a. Electric Heat Pump Cap:18.0 kBtu/hr a Tint/other SC/SHGC-single pane 0.0 IF T HSPF:6.80 - d. Tint/other SC/SHGC=double pane 0.0 ft2 b.N/A 8. Floor types a. Slab-On-Grade Edge Insulation R-0.0,59.0(p)ft _ c. N/A b.IWA - c. N/A 14. Hot water systems 9. Wall types _ a_ N/A _ a. Frame,Nk"ood,Exterior R=11.0,585.0 ft2 b. Frame,Wood,Adjacent R=11.0, 154.0 ft2 _ b.N/A _ c. N/A d.N/A c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0,303.0 ft2 15. HVAC credits b. Single Assembly R-19.0,112.0 112 - (CF-Ceiling fan,CV-Cross ventilation, c. Under Attic R==19.0,38.0 fie HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,30.0 ft - RB-Attic radiant barrier, b. Sup:Con. Ret:Unc. AH:Interior Sup.R=6.0,30.0 ft MZ-C.Multizone cooling, MZ-II-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which wiil be installed(or exceeded) in this home before final inspection.Otherwise,a new EPL Display Card will be completed € based on installed Code compliant features. � m Builder Slgnaiure: Dale: J" c9 a Address of New Home: City/FL.Zip: *MOTE: The home's estimated energy performance score is only available through the FUIRES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DDE EnergySta' designation), your hvi�c iu ' 4'y " � 'rvtiuivr� vi tae V irwEni vEu 1v& �aliu icrT'vuei"2 iiais is" Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of terrified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommunityAffairs at 850/487-1824. EnergyGaugefv('Version:FILRIPA 2.02) DATE: 3/8/01 MANUAL "J" SUMMARY REPORT -------------- Prepared For: Prepared By: Mansouri Addition R.B. Ellis Energy Design Systems Job Name: 85 Nicole Lane DESIGN CONDITIONS For Atlantic Beach OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 32 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor 5 Latent Factor 29 *********************************************************************** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM ------- ------- ------- ------- WHOLE HOUSE 16834 561 13798 575 HEATING COOLING DELTA T 40 DELTA T 23 NOTE•**Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements.*** PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 DATE: 3/8/01 MANUAL "J" DETAILED REPORT FOR ADDITION Prepared For: Prepared By: Mansouri Addition R.B. Ellis Energy Design Systems Job Name: 85 Nicole Lane EXPOSURE GLASS NORTH SOUTH EAST WEST NE/NW SE/SW HORZ TOTAL ------------------------------------------------------------------------ AREA 53 58 111 COOLING 2120 4292 6412 HEATING 1696 1856 3552 ------------------------------------------------------------------------ WALLS TOTAL ------------------------------------------------------------------------ AREA 739 739 COOLING 1848 1848 HEATING 2956 2956 ------------------------------------------------------------------------ DOORS TOTAL ------------------------------------------------------------------------ AREA 31 31 COOLING 408 408 HEATING 640 640 ------------------------------------------------------------------------ FLOOR AREA COOLING HEATING ------------------------------------------------------------------------ SLAB 59 2148 RAISED WOOD ------------------------------------------------------------------------ CEILING AREA COOLING HEATING ------------------------------------------------------------------------ UNDER ATTIC 303 470 455 SGL ASSEMBLY 112 258 246 KNEE WALL 38 87 103 ------------------------------------------------------------------------ MISCELLANEOUS COOLING LOADS --------------------------- People Sensible Load 600 Latent Load 1858 Lights & Appl. Load 1200 Latent Safety Btuh 93 Ventilation Load Duct Heat Gain 1061 Infiltration Load 1130 Sensible Safety Btuh 621 TOTAL SENSIBLE LOAD 14094 TOTAL LATENT LOAD 1950 Summer ACH 0.5 Temp. Swing Mult. 1.00 *** Total Cooling Load 17649 BTUH Or 1.47 Tons *** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 5711 Ventilation Load Duct Heat Loss 505 Safety Btuh 790 Winter ACH 1.2 *** Total Heating Load 17105 BTUH Or 1.43 Tons*** P .02 r rsu—%ja moo 1L : c +r MAI'" 5HOHINe 5UR1fEY OF Z 4 o r z4, rt�fAow-e av ?-NO -50A, .A5 u✓ P«T' ffaWA& 4ro, i, PAta.af'S 94 AMO 14A dF 7W0 o0L/&L/d:r /Q'6d:dPri2LP'5 40,0 74WVAAL aft r�s7iCo ra: d r i9 `t �. a T zz / 4elX care,viA"7 �J e7 e9�• /eC�aJarO %f-rROld I �oard�R aw JrfN M N89 �G'Fv'� ani•, rJ N41e. 4 ,L. L: 7" .Z .�14 ya ✓per GONGA� rS'+JJId•N r p7•vv,00 �C' y pMsYra.•.• N — .srucce w.wu o �� 7•tNL'� �roay N ; �J o 0 " A E.(to.4S) gyp' x j7. ,J.Es.A. �• At +� rra• Lu ►, .s • I. ••• 'Ea�,irt�NT 4 � �tfr r/y�.• rou,uo �., is s�J� SB'9'4fi'2e�"w SO.aa rRO�Frot' ir�eii9= IQ L.A rYC= Qiit J✓++red y7'f� �T.. JV07'!' Ct.e4Vi�r�C►�S f Nd rS/Jv rHeJ`� ('/AP.d) .aA-- JA/ JW4 r rr✓/soo MdA" V-dw r a•ae-1* r-0 N ei,.V.o OAS Tadtial, e5 7- V 50UTH GSI SURVEYORS, I NG . vgDO i14144.1pp"6 A410PWAY SUITE ,J,&wGK$oW( LE,FLORIOA 32216 PFIONE NQ,MC4)X940-WEA-5 1 141ERB5,T' GERTIFYT•NAT T415 10-61JRK y _. . - ._-_ SJJRvt~Y, PERFORMW UNDeR MY RE5FVN5IBL.E VIR>ECTION, til=Tai Ti•+E MIP-IfW l rEC•HNIGAI.. `+TANOARUS FOR I-AND SURVEYORS IN ACGOPOANGE WITH C.HAPTFR 21HH-6, FLA. ApMINi3TRATIVE CE (PUR!5UANT TO 5EC•TION 472.021, ri3ORIDA 5TATUTESJ, AND FURTHI%-R GE'RT1F'f THAT• THERE ARE Np V1515LE EN rti HM TS UPCJN T PROP1`RTY EXCEPT A5 6HO►^N ON THIS SURVEY. SURVCY�D fr�rT• [/ , icicle. Gf1ARI..LS R. 5A56E"..JR RfW. LANT7 OR FLA. NO.4"l 9011T1fTtC.H 9tJRVE'YORS, INC. i.. H.NO. 3613 W.ARIN$ 0A NM B3A5w 14A _ PI-oop ZONE(5) �.x A5 BC5T ASGERTAiNFP FROM TOE f LOOD INSURANGEi RATE MAP, c,uMMUNiTY PANEL NUMISL`Rea O 7-5 DATED -/7,%!9'4 6'16I,o 5CX.)r., H0.17 2 AC E(5), GOMPVTER Fll ELelJ44OM4 AGAR /A SGAL.E, "y ZG'• rILE NO. sT-4#7- P .02 MAS' 5'"' 'O I N SURVEY OF ,L G7 T Z¢, T/,G, AN`r� Br' rHO -Z 'A, .A15 R�igG40,mao 0 /.✓ f;LAr ff, se 4,2p, PAd&0.5 94,4.vo 94A &A r,440 _-&geVxWAEA✓r Pdwoe./,:: Go4suT7lI f04-0010A. L d T /9 L ep T 2 2r E,a S_-,vl X-N r N .woosoj ,a o �s 95&4t PX i.dLVEAZVElaT i� 5'o.G7C9' Js ,Kam A✓f3a1-9.4(s ,2 � 0':4 Q y:., �,coar,ep¢ Pmmfg./.ce �cou,vo o.K _ v.sf� { A 07- 24 4`� p � TWO '57'0A2-1 * �` 45TcaCG0 tv Z I h/G. f; 14 s Nju J 0 N ,'FF.E.(/O-GrS� it 144 TIRA,v4,Qo�.A�4 - (. U 4 �, 6,►s v�+vi1 o 77. 4,0 f' 92- i'g 3��s 'rsB9'4L.'2d"W 5©.00' ao�a�r ir3/iyZ' j�r�a•rr e,.,x�,1•iawr� K/O 7'�° L L-�✓AT�Oti/3 ,i ND rVK THtJ� fr/O-b, ,gQLs /A/ Af✓/1/0'H04" T/" t-•Sd 446 50Ul HTEGH 5U �'VEYC>R5, I NG. &11*00 ,+,1•!/"lloos -W/4 ,UWA_Y SLUT° L/+r�K50NVILLE,FLORIVA 9=16 PF10A1E 114. ��Q'F) 9G►-GZr"� 1 HF_RBBY CERTI FY---HAT TH15_-. C3 cv"OJ Ln'o,/:1 y - — _-- WRVI!Y, PERFORMCD UNOM MY RESPUN5I5LE DIRECTION, M=T!5 TrEE MIN[KN L-C•HNZ_AI, 45TANDARJ25 FOR LAND 5URVEYOR5 IN AGG•ORDAW-E KTH GHAPTFR 21HH-6, FLA. ADHINiSTRATIVE DE (PLRSUANT TC 5EC•TION Al2.011, MORIDA 5TAIVM5), AND FURTHF_9 GPRTIFY THAT THERE ARE NO V1515LE EN A HM TE UPON LT PROI`11!9 'r' EXCEPT A5 9HOY•N ON THIS SURVEY. I I 3URVCY'ED,dGT•.(/ , Igg3. ..r C,HAFtJ.,I R. BAC" _M MS. LAND GSR FLA. NO. 45gl I sw+r reom 51 wveroms, INC. L. Is. NO. 3619 DIZARIN67 PAWM BASEDON_ F�[ a T•. E3e?G Ft glle Paco '6 �e4.vo 144 — 1 R-00P ZONEl5) �._x._ AS BC5T ASCERTAiNED FROM THE FLOOD INSURANCE RATE MAP, L,UHHUNITY PA,NCL NUMSLR_j G?Q 75 - Q Q n r L7 _. DATED 1-M-0 B001r, W0.1 72...PACE(9), &__... C,OMF'UTER FILE,Pd Akej-j AGAD N1A 5c.ALE- CITY OF 4&4a&a /SP.aA-";&U-4:& Office of Building Official REQUEST FOR INSPECT Date �' Permit Timel 1 �) A.M. Received l t t x --RK Job Address Locality Owner's C .L ��--+ Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL mg ❑ Footing El Rough Wiring D Rough Air Gond.& 71Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ;❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs Friday A.M. Inspection Made .5 Com' P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date A11��__ //�CITY OF _ *d 4&4odw /3 --T Office of Building Official REQUEST FOR INSPECTION r7Permit No. � � � Permit No.Date Time r Received 0,5 i b�9— Job AddressLocality Owner's Owner's < �� Contractor BUILDI � CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing Rough Wiring F: Rough ❑ Air Cond. & ❑ Re Roofin I-] Slab I'] Temp Pole El Top Out El Heating sulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. // A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF Office of Building Official (r f� REQUEST FOR INSPECTION f Date ! V V Permit No. `i�-�` Time A.M. Received P.M. LL Job Address Locality Owne Name s 141- IkJ 00a 1_ Contractor BUILDING NCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Rough Wiring Li Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. urs. Friday---<Z r Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ �� r t Date AA __�,- /CITY OF _,/_ ri+4� /��-0;&T 4 Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time ,per Received Job Address 7lily Owner's �`�/� 1 Name /t"1' � _Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out a ing Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. �� Thurs. riday P.M. Inspection Made A Inspector. Final Inspection ❑ Certificate of /Occupancy 1-1 / 1 s",4 CITY��AOF 4&lkic BP.G - x,t Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A. Received 05 Job Address Locality Owner's Name I /� Contractor BUILDING CONCRETEQLECT:R�1 �� PLUM ING MECHANICAL Framing ❑ Footing ❑ C; Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTIO A.M. Mon. Tues. Wed. Thurs. Friday A. . Inspection Made « `� RM. J Inspector Final Inspection ❑ '`� �j j�Q� Certificate of Occupancy OJQ` ( `6&1✓ Date //CITY OF 13"C14 /'__ , 13"C14-�WU Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time / ( .Me. Received "per b�- Job Addres ocality r Owner's b Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBIMECHANICAL Framing F—j Footing ❑ Rough Wiring C, Ro El Air Cond. & ❑ Re Roofing O Slab 1-1TempPole C op Out ❑ Heating Insulation O Lintel ❑ Final ❑ El Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy G Date _ nn �,� //{3CITY OF 4 / _ _&a#t (4' �- Office of Building Official Jam./// ��✓ REQUEST FOR INSPECTION 7 Date 4 Permit No. J j 8 7 Time A.M. Received Pm" Job Address Loca ity Owner's Name Contractor BUILDING CONCRETE ELECTRICAL LUMBING ' MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final Cl Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. olection Tues. Wed. �T"huurrs. Friday PM. G� !> D Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy 0- Date Date 7 340 —Z)l � l CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 I — ERIIIII' I OFiAAATION " ' L TION!INFORMATION � ^ Permit Number: 21726 Address: 85 NICOLE LANE Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA.32233 Class of Work: ADDITION Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section:0 Square Feet: Subdivision: TIFFANY BY THE SEA Est. Value: Parcel Number: Improv. Cost: OWNER"INFORMA 'ION Date Issued: 4/06/2001 Name: PELLICAN BAY DEVELOPMENT Total Fees: 25.00 Address: 85 ATLANTICLE N C BEACH, FLORIDA 32233 � Amount Paid: 25.00 Date Paid: _4/06/2001 _ ' 904 249-3004 Work Desc: Addi#ion to as line - CpN7ION'FEES" D & D Bottle Gas 25.00 N- RN.h — 2 " y - "sT .�-`r Y* 'fi -sec. .•$ j. '�' � =-+sy � s NOTICE ECT# STEi3 A � R TQ 11�i ECTION BUILDING MATERIAL, r B$iBl I41�1$ tS FROM TMJ,,,,,WQRFC MUST NOT UBLIC SPACE,AND MUST BE CLEARED UP fACT(3R O E "FAILURE TO COMPLY , LT IN THE PROPERTY OWNER PAYIN X13 1 ISSUED ACCORDING TO APPROVED P RMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS rt $25.8014 ATLA, TIC BE5ACH BUILDING DEPT. Date: 4/86/81 81 Receipt: 04753t �('KR -- 88188883221888 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC esACN./LORIDA 33432 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Applicant to complete all items in sections 1, II, III, and IV. LOCATION Shed Addrnu OF Interacting sir..l.i Ret.... And WILDING . S • Srb-dbirten 11. IDENTIFICATION —To 6e completed by all applicants. In c.eddwdio. o{ purnit given for dainq the rock ♦1 dererib.d in the•bow d.bm.nl.•ber.by•er.e to perform Id rork In.ccordaea. -01% PitaOt.cbd piam and .p.ci{Ic.liom rhkh u • part harm) and in .cwd.... rich the CIly of J.6-31. wdi.anc.. and kadard, of good.practic. it.t.d that..". Naw.of Maehaalaal C.elndan GaM.atw (►rGt) rr L F (.ASCO. Me.t•r Nowa of Mp.rty O.n•r slpatrra.f Oras signdan .1 or Artberl"al Agsnf Areh7l.af w Engin.., Ill. GENERAL INFORMATION A` Type of hsdlrq forts 8' IS OTHER CONSTRUCTION [GING DON[0�V l� ❑, Hoclrfa THIS SUILOW4 OR 31TE1 �6aa—❑ V (3 Natural Q Cantrell Utility IF Yes.Give NUMSCA Or cONSj1WCf10jt C3 09 PXAMIT �tJ Q Other—Specify IV.L11rpIMlKSAL SQUIFM*ff TO EE INSTALIM NATURE OF WORX Ipre.Wsr eernplate R.t of cawPm eah as back of MG Term) X Residential or Q Commercial ❑• Heat ❑ space ❑ Recessed ❑ Control O Now ❑ New Building ❑ Ak Gadnknings ❑ Reem ❑. Can" ❑ Existing Building ❑ Doct SsrtMRt Materiel Thidas.a ❑ Replacement at existing system M.almam capacity aim ❑ Now installation(No system previously Installed) -Extonsian or add-on to axlaling system Q R►hfgewX« ❑ Other—Speedy ❑ Coolies Nmws GPacity I-F. . ❑ Aso rprirklar.t Nrmbw of ha.ls. - (3 Elevator Q MMI111, ❑ Ewlataa Iarwbor) THIS 3F^6!FOR OFFICE USE ONLY ❑.Gardlse pampa (nambor) {E.elh,"I ❑ UG oeeMes.e_ (nsmbw) ❑ Us(bd psewan vowel 1.nni1 Apprswd by Dale. C3 Mitlwa —'Spocifr�4� I b (OAS LrA?LC For"A UW ALL EQUIPMENT AM CONUCIION)ING AND AEARIGEAA770N $QUI XWT 'ltew4er AA�e> IRtm►herTlalta Description ][odelNumber ]Eaautaetteer t ) BUTING-FURNACES.HOILER9, P.MULACM Cayadity Aot—bW Number UPalts t�eeeaiyU,ws XQ"z taabar Yuutaaturw (11TSI) jidf TANKS Now]Easy lfadnel Cap.a►ty Tris ututd Nazaa oR Serial AFp�vi std D4eestdosa Caatattsd ]taantantaaee No. A^�sex>)• CITY OF ATLANTIC BEACH f DEPARTMENT OF BUILDING 1 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT 110V RMAI LO4A 0A _ Permit Number: 22309 Address: 85 NICOLE LANE Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Glass of Work: ADDITION Township: 0 Range: 0 Book: Proposed Use: Lot(s): 2 Block: Section:0 Square Feet: Subdivision: TIFFANY BY THE SEA Est. Value: Parcel Number: Improv. Gost: CANj Date Issued: 7/11/2001 Name: PBC, INC. Total Fees: 45.00 Address: 2209 ALICIA LANE Amount Paid: 45.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 7/11/2001 Phone: (904)739-2739 Work Desc: RE-WIRE ADDITION 200AMP/l PH/3W/240 VOLT EXISTING _ ERICKSON ELECTRICAL CONTRACTOR PERMIT 45.00 - ROUGH ELECTRIC e� V,- NOTICE- INSF CTIO BE REQUESTED AT LEAST 24 HOURS PI PR TO INSPECTION BUILDING MATERIAL, RUBBISH A DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HA AWAY BY EITHER CONTRACTOR OR OWER "FAILURE TO COMPLY WITH TH^ ONSTRUCTION LIEN LA AN RESULT IN THE PROPERTY OWNER PAYING RJLUILDING I EIIAENTS" ISSUED ACCORDING TO APPROVEp P WH H AiRE A T�F�VtP ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRbi�tlL QC _« J ATLA IC BE60H BUILD NG DEPT. mate: 7/11/01 01 Recei.ot: 0,471115 CASH 07/11/2001 14:35 .6419838 ^_ ERICKSON ELECTRICAL PAGE 04 CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT :-0c' f TO THE CHIEF ELECTRICAL INSPECTOR: DATE:Y+ % 19� IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THEORK AS DESCRIBED IN THE FCLLOWING, HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WIT11 THE ATTACHED Pji4NS AND SP.CIFICATIC WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH TL'ICTRICAL CODE: AND CIT' ATLANTIC BEACH ORDINANCES, i tCMIV St_-W-[R,/526.j_ 1-'b At T ELECTRICAL FIRyy% MAST L ( +(�ANJGi AST }� JOURNEY NAME° �,,.)"lVi�'PUZZ ADDRESS: —BOX— SLOG. .. BOX_SLOG.SIZE BETWEEN' �/^� RESK AFT.l ? COMM.i i PUBLIC i I INDUS,I I NEW( OLp'{„Y I EW.( 1 AODITIONyl: TRAILER( I TEMP.1 I SIQNS I I SO.FT. SERNEW 1 1 INCREASE( 1 REPAIR( I IEE CONDUCTOR SIZE AMPS COPPER I I ALUM. SWITCH OR BREAKER AMPS PH I wJACEWAY EXIST.SERV.SIZE AMPS PN W T RACEWAY FEEDERS NO, SIZE NO, Size NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.80 AMP$, 31,100 AMPS. sw+TeHea INCANDESCENT FLUORESCENT R M.V. FIYCO 0.100 AM►L *Yih 1 --- APPLIANCES I HELL TRANSF. f AIR H,P,RATING H.F.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL MEAT: KW-HEAT 4•i OYfR MOTORS H.P I VOLTAGE PHS NO. i H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS,: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO, VA, MA. MOTOR SITE SWITCH FLASHER, EACH SIGN '^ FORWAROEO s -TOTAL FEES ---- CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233-Tel: 247-5826 - Fax 247-5877 i PLUMBING PERMIT _ LOCATION INFO MATION C ---' PERM 1 ORMATIC3N - ---- "- - Address: 85 NICOLE LANE er: 21847 ATLANTIC BEACH, FLORIDA Permit Numb ATLA RIDA 32233 i Permit Type: PLUMBING Township: 0 Range: 0 B°°k= i Class of Work: ALTERATION Lot(s): 2 Block: Section:0 Proposed Use: Subdivision: TIFFANY BY THE SEA C Square Feet: Parcel Number: -- Est. Value: - OIMNER IIV ATION Improv. Cost: - ..� Name: PBC, INC. Date Issued: 4/27/2025.50 Address: 2209 ALICIA LANE Total Fees: 25.50 ATLANTIC BEACH, FLORIDA 32233 Amount Paid: Phone: (904)739-2739 — - - Date Paid: 4/27/2001 — Work Desc: REPIPE _ _____� _. .RL,ICATION FEES - - .- 25 50 CONTRACTOR - .PE LARRY TEAGUE AND SONS , k ellI k ` r :- ,A�N TREE BARRICA EB $a. s gam_ E- INSPECTION , T gE REQUESTED AT LEAST 24 HOURS :--,--------,P OR TO 1PECTION_ — N OTICE MATERIAL, aUBBISH AN'_ DEBRIS FROM THIS WORK MUS OT BECPt R ORIOWNERPUBLIC - SPACE, AND MUST BE CLEARED k� _ HAULERAWAY_BY El' �J� ONTRA �3 ! ' "HE CNS LIEN Ilk*W-tULT IN THE � "FAILURE TO COMPLY WITH'THE BU I IN�,!►f'1S" _PROPERTY OWNER PAYING _ - ISSUED ACCORDING TO APPROVED PLANSS pp,�{'S F PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS it{1lEe �!��;, �i h;C•22i 4. F�4� i 7I ATLA IC BEACH BUILDING DEPT- N CIS rias CITY OF ATI LL NTIC R...kCH . PPL MAT 102V FOR PL U.%GZWG Pr ,I T SOB LCCAT-- �GOL-c_ OWNERP.OPER� F PROPERTY: O Y• ?r L'M_ING CON:RaCTOR CONT RAC T OR' S F=SDR=S S: ;g?j3 C--z TATE LIC=\SELTU y!BERC..--r Q.S TEL P:iGidE HOW M_=L*Tv- OF' THE FOLLOWING FIXTURES INSTALLED sINKS SHOWERS LAVATORY WATER H=ATERS EA'.H =U?S D1S „P.SHEP.S RINALS DISPOSAT,S Z CLOSETS WASHING Mi CHILNE FLOOR DRAINS S :0WER PFS:\S SEWER WATER REP_TPE OTHER r7 TOTAL FIXTURES: x $3. 50 + 515. 00 0 MINIM'JM PEPS IT FEE - $25 . 0C SIGNATURE OF OWNER: SIGNATURE O_ CCNTRA�' INSTALLATION OF PLL.'TMING. AND FIXTURES MUST B- =N AC-ORDANCE WITH LHE MOST RECENT EDITION OF THE SO?-,T�ERi1 ST:70ARD PLLfil=IL1r C-ODE. CP.LL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS 1ti,F ST BE CA_,LED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO r_OVERsNG UP - (904,1 247-5834 REC' , APR Z 6 City Of Atlantic Beach Building and Zoning CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT T PEi IV11T NF£ R T131 LOCATION INFQRMATION Permit Number: 21851 Address: 2042 LAKEVIEW COURT j Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number:_ Improv. Cost: ��aNErr�INFORMATION �� Date Issued: 4/30/2001 Name: NANCY MILLER Total Fees: 47.00 Address: 2042 LAKEVIEW COURT Amount Paid: 47.00 ATLANTIC BEACH, FL 32233 Date Paid: 4/30/2001 Phone: (ff IrTW*#40f _ Work Desc: WIRE ROOM AFTER FIRE-DAM AGE C' NTRACTf2 S _ - c .L TION FEES JEM ELECTRICAL, INC. _:, Et 47.00 a , a , I ROUGH ELECT IC " toed yz NOTICE- INSPECTION b T.QE RE6 IESTED AT LEAST 24 HOURS P IOR TO INSPECTION -- •-- BUILDING MATERIAL, BBISH Af11=BRIS FROM THIS WORK MUST NOT B CED IN BLtG SPACE, AND MUST BE CLEARED U C3 HAULEb WAY BY EITHER CONTRACTOR OR ER - -- -- -- "FAILURE TO COMPLYiWTH T TION W CAN RE !'LT IN THE PROPERTY OWNER PAYIN'f� 'F�Ni ORA,"LDL.N_CIA4P ISSUED ACCORDING TO APPROVED P 1l RPT F I*MS IT AND SUBJECT TO REVOCATION f FOR VIOLATION OF APPLICABLE PROVISIO 1 I ATLANTIC BEACH BUILDING DEPT. "4? lhtt�s sf�x lG i i ec i CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: ^o'` 1q�/ 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. I RICAL FIRM: R ELECTRICIAN SiGNATU EJOURNJXWN 71 NAME ' �� 41' 7! ADDRESS: I? d ""/''2 L�4 I��U `e�c./G RFD-BOX BLDG.SIZE �Zw J 52 BETWEEN: RES,W APT,( ) COMM.( 1 PUBLIC( ) INDUS.( ► NEW( ) OLD( 1 REW.Pq AODITIONfiq TRAILER t 1 TEMP.IV SIGNS t ) SO.FT. SERVICE: NEW 1 1 INCREASE( ) REPAIR FEE CONDUCTOR SIZE AMPS COPPER I I ALUM.0<1 SWITCH OR BREAKER AMPS PH W O'd VOLT RACEWAY EXIST,SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES (,� CONCEALED OPEN TOTAL 0•2O AM ]1.100 AMPS. SWITCHES / INCANDESCENT FLUORESCENT&M.V. FIXED 010 AMPS. oven APPLIANCES BELL TRANSF. / AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT / 0-I OVER MOTORS H.P. VOLTAGE PHS NO. I ILP. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I.I NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH I FIASHE EACH SIGN FORWARDED s TOTAL FEES } v TYPICAL END DEIAIL 11115 MG. PREPACIEU FI]OH CO!jpUjfjj 114PUI (LOAPS fi 0114EIISIONS) SUQHIIIEO uY ]US ' HER IOP CIIORO 2X4 S0, PINE 12 N TC X-LOC L-R: 0.29 1 .71 001 CI I0110 2X4 SO. P 111E 12 N WEDS 2x4 SO, PIIIE 0 OC X-LOC L-R' 0.29 1 .?1 ALL PLATES AAE CENIEAEO ON .JOIN) U14LESS 0111ERWISE 1NOICATEO. SEE UnNGS. 130 C 160/16OA-F FOR IYP. PLATE LOCATION OEIAILS. � ' ! p►of pt�No�F�t�E CIO a14G I',Q� PpRpa 3x7 a'1LC8-vQ'v8 P p �t rrR A7. 2X4 3Q N 9 Y 4 L1,4Es-up 110EE. ('LT . IYP.-AL_P1NE SEON-- 37542 FURIJISII A COPY OF TIIIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 k' q tP'5000 NPIIE 91411EEIEo "voucls. I1c "Ka fEaulfE EXIIEIE CNE x x DESIGN CR1 I:1PJ REF I wont T AN T X>< s&&AAL 1q1 0l nlspaalK[ fat un HAM I NG 11& IWIMIM. C1.1014 uR o1YlA8101A It" 61116 0115I6N at IIESE USCI!1CAIlaIS. at N11 11N.[114. SEE Jus-sl 01 till. LIE tills 1151611 'h� 1C LL. 30 . 0 PSF DATE 01/ 14/93 1"IUL ME S IARUM 10 sulLo 164 11um /c XaS IN cowAE rill&01110111110mu lb1 IPI fat ola&AL 501C1AL f[wA,Eul wuc114/E Z E1US , . .Los NL C01"COals UK 144" Of EooA 6ALV. su[L K11114 As1N o11IIEK"lli. IAAESS ouEwlsE u&o1c.1Eo. top r • ." J,y%l fC OL 15. 0 PSF- ORWG 4446 611 A 11CIP1 AS 141911. Aff'L1 C010ECla1S la EACH fACE Or 01a61 6&Wl K LAIEAALL1 Nlfcio MIDI 040PLA L��^�� 11LK5 Al.L/L1" ObVMlil IOCA110 a& Ims OEstoN. Pa61110H L1 AISACi6o a rt400 S1EA111u4. w11o.Dow +`606 UC 01 10 .0 PSF -ENG u ca99[1446'I.orIAVII" AL& Iso 6 16oA-1 as16u sl AloAAM WnN PF0111 r AIIAGEo P161a--LINO-- sEE Calow YE.PPLIeAe/E morlslaa aE &os c tP1. w e14uEEn 6 ALPNE ncu+a.L trw1E of✓9u fat Pf�afn O= 101 .LU. 55 .0 PSF O/A LEN. ifN Ori utl5 On-1116 Af741[f to UE covIN41&6 OEPICAEo IEO1 OwKAL& A1rVCA11a& IAAt11s,1 A COPT 1f PUS `pHiV* • 2 F 4444.....: e , clun.rAc 1 . 33 PITC11 12 1N au. "a swL Not k f1IU[o Ira, w "a ott[e N.V. asiw& 10 lit Russ u,Ectla&muaacltn. G tis - - a, KNEE Sf'Af'T1In P4 0., lYf'( -- P - TRESS Pt A) lust lull. IRS - 1991 uAlia,Al o[slwlCIFICAt1a&EOI1 NOW Ca1SIf6C1iO,1 " JO IS 93C-22 T1 THTS QWG. PREPARED FROM COMPUTER INPOT LOADS 6 DIMENSIONS) SUBMITTED BY MISS S MFR. TOP CHORD 2X6 SO. PINE 02, EXCEPT AS SHOWN TC X-LOC L-R: 0.29 4.37 10.17 15.97 20.04 807 CHORD 2X4 S0. PIN£ #2 N WEBS 2X4 SO. PINE 93 BC X-LOC L-R: 0.29 4.65 10. 17 15.69 20.04 : T1-2x4 50. PINE #1 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 1010# 10108 NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN BRG LOC: 0' 0` 20' 4• THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. UPLIFT BASED ON 12.5 PSF TOTAL DEAD LOAD. WINO SPEED=110 MPH. MEAN NGT=24.6 FT. (SBC) ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. THIS #1 HIP DESIGNED TO SUPPORT 4' 6" JACKS WITH NO WEBS. ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. 5X8 1 . 5X3 5X8 4X5 4X5 6.00 6.00 TI 71 1-10-4 1-10-4 4X5 3X8 4X5 **�Ftt`�llari 2X4 3X4 2X4 °" ,�''`' •+J' �s 2-6-0 4-6-0 1 1-4-0 4-6-0 2-6-0 r �' STATE Or 20-4-0 OVER 2 SUPPORTS *�a��C Co R=1970# W= 3.50" R=1970# W= 3.50" alar lI%IE:` PLT. TYP.-ALPINE SEON-- 53473 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE = 0.2500 ALPINE ENSINEENEO PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAFE DESIGN CRIT:TPI REF X*I MP ORT AN T XX SHALL NOT BE RESPONSIBLE FOR ANY WARN I NG IN RUNOLiNs. EREtiIO/ ARD DEVIATION fRON ]HIS DESIGN 00 THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 DY IPI. SEE THIS OESIGN TC LL 30 .0 PSF DATE 03/06/93 HO L ME S FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH 451188 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING fE = ,, ALPINE CONNECTORS ARE NAGE Of 20"6ALV. STEEL 1EETNG ASTM OUIRE/ENTS. UNLESS OTHERWISE INDICATED. TIp = '••,s TC OL 15 .0 PSF DRWG A446 60 A EXCEPT AS NOTED. APPLY CUN ECIORS 70 EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PRMPER �= IO 5606 LUMBER TRUSS AND UNLESS 01 ISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SNEAlH1N6, GONION aNOm BC DL 10 .0 PSF —ENG cOH ECTDRS PER ObAWINGS 130. !BO 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID MIL1NG-- SEE S. TOT .i_D. 55 .0 PSF 0/A LEN. 20-4-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECNICAL UPDATE 17/1/911 FOR PHUMH - D; SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED IERE DRYWALL APPLICATION. f1AN1sH A COPY OF THIS ��• /uMlo*.:�4': OUR.FAC 1 . 33 PITCH 6 .0/ 1 IN 00.#. AMU SHALL NOT 0E RELIED UPON IN ANY OIHEq WAY, DESIGN 10 THE IFYlSS EHEClION CONTRACTOR. t< "' � - ' bINEE y�` SETBACK 4' 6" TYPF A--tPI - IRUSS PIATE INSTITUTE_ If155_1991 NAT 1(WAl DESIGN SPECIF ICATIOI FOR HOOD CHYISTRUCT ICN,__— ..�:•`. ..,.s JO 93C-22 T2 THIS QWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2X4 SO. PINE #1 Dense. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 6.53 13.80 20.04 BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 6.65 13.69 20.04 : T1-2X4 SO. PINE #1 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 730# 730# NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN BRG LOC: 0' 0" 20' 4• THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. UPLIFT BASED ON 12.5 PSF TOTAL DEAD LOAD. WIND ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SPEED-110 MPH. MEAN HGT=25.1 FT. Enclosed. (SBC) SEE DRWGS. 130 S 160/160A-F FOR TYP. PLATE LOCATION DETAILS. NOTE: 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 24" MAX. O.C. REQUIRED. ATTACH WITH ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12"l AND TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A SUITABLE SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. SUPPORT BY ERECTION CONTRACTOR. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. (A) IX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 4X8 4X4 3X5 6.00 6.00 1 i' 3X5 1-10-4 1-10-4 �e�aatatatTtt 3X4 3X4 3X8 r"'•�XAS 2 X 4 2 X 4 ,�,,••......,.,,, �S' to No.5606 STATE OF ' 2-6-0 6-6-0 7-4-0 6-6-0 2-6-0 % c�: ' . 20-4-0 OVER 2 SUPPORTS OR�Q��S R=1334# W= 3.50" R=1334# W= 3.50" -- 111\7\\ ��`�' PLT . TYP.-ALPINE SEON-- 53474 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 �CALE 0.2500 ALPINE ENGIEEFED Pfi0l1UCTS. INC. TRUSSES 0EOUIFIE EATFIEIE CAFE DESIGN CRIT:TPI REF X)(IMPORTANT)(*SHALL Not BE REsPmNBTBLE FGD ANY WARNING IN wma-iH0. ERECT1oN •AFD UEVIAIlON FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY 8NACINi. SEE N18-91 BY 16.1. SEE THIS M5164 TC LL 30 .0 PSF DATE 03/06/93 H OL ME S FAILUFE t0 BUILD THE IRUBB IN COIFONNAHCE WITH OSTIG BY TPI FOR ADDITIONAL SPECIAL PERMAFEHI BIAC1NG NE ALPINE COFOECIOAS ARE MADE OF 200A SAM STEEL MEETING ASIX OUEREIENIS. UNLESS OTHENWIGE INDICATED. IOP •.,•H1• • TC DL 15 .0 PSF DRWG NE MAB ON A EXCEPT AS NOTED. APPLY COCTORS 10 EACH FACE OF DOM SHALL BE LATEMUT BRACED WITH OP PRER / f •IAUSS AND UNLESS OTHERWISE LOL'ATEO ON THIS DESIGN. POSITION LY ATTACHw PLYWOOD SNEATHINB• Bottom CHORD !0 560E L BC OL 10 .0 PSF -ENG LUMBER CON`ECTOM WR DRAWINGS 120. UBO 5 1SOA-F. DESIGN STANOAROG WITH 04OKSLY ATIACIEO RIGID CEILING -- SEE n TOT.LO. 55 0 PSF 0/A LEN. 20-4-0 COHFOIM W/APF7.ICADLE PROVISIONS Of NOS r IPI. AN ENSINEER'S ALPINE TECHNICAL UPDATE 17/1/011 FOR FAUPER 6 .0/12�l SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED IEFIE DRYWALL APPLICATION. FUF,115H A COPY OF THIS " p'•••. /o ,o*.:`a= OUR.FAC, 1 . 33 PITCH 6 .0 12 1N ONLY. AND SHAM "Of SE FELIIU UPON IN AIT OYER rAV. I DESIGN TO THE TRUSS ERECTION CONTFIACIOR. F GINEE� ,--TPI - 1HM55 PLANE 1FlSfllulE. NDS - 1981 NAlIDHuI OE516HH SPECIFICATION FOR MMO[ONSTRUCiIOIH y SPACING 24..0" TYPE_ JOB: TS 93C-22T3 TH15 DWG PREPARED FROM COMPUTER INPUT LOADS 6IM NSI S SUBMITTED Y TRUSS MFR. TOP CHORD 2X4 SO. PINE fl N. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 4.40 6.53 11.80 15.94 20.04 BOT CHORD 2X4 S0. PINE f2 N WEBS 2X4 SO PINE f3 BC X-LOC L-R: 0.29 8.65 11.69 20.04 : T1-2X4 SO. PINE f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 7301 730f NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN BAG LOC: 0' 0" 20' 4" THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. UPLIFT BASED ON 12.5 PSF TOTAL DEAD LOAD. WINO SPEED=TIO MPH. MEAN HGT=25.6 FT. Enclosed. (SBC) ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. NOTE: 2X4 93 HEN-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 24" MAX. O.C. REQUIRED. ATTACH WITH ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN 2-16d NAILS. BRACING IS NOT REOUIRED IF A RIGID CEILING PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. SUPPORT BY ERECTION CONTRACTOR. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 4X8 4X4 ri 3X5 >%I 1 . 5X3 . 5X3 6.00 1-10-4 ,I.-10-4 4 2 . 5X4 3X6 ; < 2 . 5X4 3X4 2 . 5X4 .. R 2-6-0 8-6-0 3-4-0 8-6-0 2-6-0 A F r s • ti 20-4-0 OVER 2 SUPPORTS "^ "''+ �'' •' R=13341 W= 3.50" R=13341 W= 3.50" �T. ,�•�)i.e G' PLT. TYP.—ALPINE SEON-- 53475 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV ]5.6.5LHhyI' § ALE F— 0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REaIHE EAMEHE CARE DESIGN CRIT:TPI REF )(*IMPORTANT)(X SHALL HOT BE RESPONSIBLE FOR ANY WARNING IN w.NOLING ELECTION AND DEYTA(lgl FROM THIS DESIGN OR THESE SPECIFICATIONS. OTI ANY BTIACIN9. SEE NIB-9I BY IPI. SEE THIS DESIGN :• TC LL 30 .0 PSF DATE 03/06/93 FAILURE TO BUILD TIE TRUSS IN CONFOe11ANCE With 06108 BY TPI FOR ADDITIONAL SPECIAL PERNAl"I BRACING IE J�\US HOLMES , ALPINE CONUECIORS ARE NAGE OF 2OGA SALY. STEEL MEETING ASTM OUIREMENIS. UNLESS OTHERWISE INDICATED. IDP '•..At' TC DL 15 .0 PSF ORWG RB A440 OR A EXCEPT AS NOTED. APPLY CON/ECTO10 EACH FACE OF CHOW SNALL K LATERALLY 811ALED WITH PROPER '% l TRUSS AND UNLESS ESS 01 EISE LOCATED ON/THIS DESIGN. POSITION LY ATTACHED PLYWOOD SNE4IHING. NOTION CHORD ° 5606 ' DC UL 10 .0 PSF -ENG LUMBER CONNECTORS PER 911"INSS 140. 150 S IGOA-F. DESIGN STAIIDNOS WITH PFAKFLY ATTACHED RISID CEILING__ SEE . ,s' TDT.LD. 55.0 PSF 0/A LEN. 20- fW 4-0 C@F° N/APPLICABLE PROYISIT)NS OF NDS S TPI. AN ENGINEER'S ALPINE TECMIICAL LpOATE o/l/Bll FDR PROPER D SEAL ON tHiS DRAWING APKIES 10 TOE COHWGENT DEPICTED"ENE DRYWALL APKICATION. FUMISH A COPY OF THIS ,•. FON1U*:c�? OUR.FAC 1 . 33 1PITCH 6 O 12 IN DLT. AND SHALL NOT UL PEN.ICU UPON IN MY DYHER MAY. DESIGN TO 101EIRSS ENECTIOH CONIRACTOR. ' GtNEE�Ay� " --iPt - iTTU55 KALE 1NSTI TOTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD COt15TRUCTtaH SPACING 24.0TYPE- •„k iy,. -,`. __ ,-„ JOB: TS 93C-22 T4 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED Y TRUSS MF TOP CHORD 2X4 SO. PINE 01 N TC X-LOC L-R: 0.29 5.60 10.17 14.73 20.04 BOT CHORD 2X4 SO. PINE 12 N WEBS 2X4 SO. PINE 93 BC X-LOC L-R: 0.29 10.17 20.04 NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. UPLIFT : 730i 730f BRG LOC: 0' 0' 20' 4' ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. UPLIFT BASED ON 12.5 PSF TOTAL DEAD LOAD. WIND SEE DRWGS. 130 G 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. SPEED-110 MPH. MEAN HGT=26.0 FT. Enclosed. (SBC) ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. NOTE: 2X4 /3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING & 24" MAX. O.C. REQUIRED. ATTACH WITH 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (A) IX4 *3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 4X4 3X5 3X5 1 . 5X3 1 . 5X3 12 2 6.00 \6.00 (A) (A) 1-10-4 1-1•p,-4. to 5X6 110 Q E,T, 2 . 5 X 4 2 . 5X4 w' , •''•••~~•'•%�Cp i °A r i # 2-6-0 10-2-0 t0-2-0 2-6-0 1 STATE OF = 20-4-0 OVER 2 SUPPORTS 'e �- � C' _ R=1334# W= 3.50" R=1334# W= 3.50" iR / IIIII(z'I PLT. TYP.—ALPINE SEON-- 53477 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SI�°ALr"= 0.2500 AKPINE ENGINEERED PIwOl1CTs. NIC. TRUSSES REQUIRE EXINEl1E CARE_ DESIGN CRIT:TPI REF **IMPORTANT**sN1Au NDT DE IESPWLSIBLE FOR ANT WARNING IN "MAKING. ERECTION MA �. ,L,...;;,,P DEVIATION FNON IN15 DESIGN OR HESE SPECIFICATIONS. 011 ANY BRACING. SEE NIG-Gl BY IPI. SEE THIS oES19l ,. TC LL 30 .0 PSF DATE 03/06/93 HOLMES FAILURE TO BUILD THE TRUSS IN COWORN'NCE"ITN a"'O By TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _'�J�,1US tFF�•ly, ALPINE CONNECTORS ARE NAGE OF NSA GALV. STEEL NEVINS ASTM GUINEIIENIS. UNLESS OTHERWISE INDICATED. IGP ••,J' �� TC OL 15.0 PSF DRWG P446 OR A EXCEPT AS NOTED. APPLY CON ECIONS TO EACH FACE OF CHOLA SHALL BE LATERALLY BRACED VIIN PROPER BC DL 10 .0 PSF -ENG TRUSS 00(MESS GI ERVISE LOCATED ON)HIS RESIGN, POSITION LY ATTACHED PLYWOOD SHEAIHUO. 8OIT01 CHOW LUMBER f01AEC,ORG PER CRAVINGS 190. 150 B 1BOA-F. DESIGN STAMM" WITH PROPERLY ATTACHED 81610 CEILING-- SEE TOT.LD. 55.0 PSF O/A LEN. 20-4-0 CONFORM"/APPLICABLE PROVISIONS UF NOS S TPI. AN I.MINEER•S ALPINE TECMICAL U'OATE 17/1/911 FOR PROPER O SEAL ON THIS DRAWING APPLIES TO THE CONP(YENI DEPICTED HERE DRYWALL APPLICATION, FURNISH.COPY or THIS /o117i ..:z _ DUR.FAC. 1 . 33 P ITCH 6 .0/ 12 IN Okil. AND SHALL NOT BE RELIED,PON IN ANY OTHER NAT. DESIGN TO,HE TRUSS ELECTION CONTRACTOR. GINESPACING 24 .0" TYPE ---IPI - TRUSS PLATE INSTITUTE. NOR - 1981 NATIONAL DESIGN SPECIFICATION FOR HOOD CONSTRUCTION ,_.`�.,.,, ,y,,, .�- _.-___—�—_�------- -- -.- _-_-_-�—�.--- JO 3C- S DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MF TOP CHORD 2X4 SO. PINE #1 N. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 5.23 10.17 16.33 BOT CHORD 2X4 SO. PINE i2 N WEBS 2X4 SO. PINE #3 BC X-LOC L-R: 0.29 10.17 16.33 :T1-2X4 SO. PINE #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 630* 420# NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN BRG LOC: 0' 0" 16' 8" THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. UPLIFT BASED ON 12.5 PSF TOTAL DEAD LOAD. WIND SPEED-1f0 MPH. MEAN NGT=26.0 FT. Enclosed. (SBC) ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 16o/160A-F FOR TYP. PLATE LOCATION DETAILS. NOTE: 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING & 24" MAX. O.C. REQUIRED. ATTACH WITH ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 4X4 1 6.00 2 . 5X4 T1 2 . 5X4 6.00 1X3 T 3-8-8 1-10-4 c 3X7 2 . 5X4 2? 4 e A 2-6-0 10-2-0 6-5-8 16-7-8 OVER 2 SUPPORTS TI°�zS?aaavl�e, R=1130# W= 3.50" R=882# W= 3.5U PLT. TYP.—ALPINE SEQN-- 53495 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE — 0.3750 ALPINE ENGINEERED PHOOUCTS. INC. TRUSSES REOUINE EXTREME CME DESIGN CRIT:TPI REF fE*IMP ORT AN T K K SKULL 1401 BE VISPUN51BLE FOR ANY WARNING IN N MULIHa. .ERECTIIN AND DEVIATION FROM IMIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE 1NIS DESIGN -.•.•"""�N.;N TC LL 30 .0 PSF DATE 03/06/93 HOLMES FAILURE ALPINE CIO BUILD ONNEC10RSiHE TRUSS IN AM MAU OF 200A GAL.. TEEL MEEWITh TINGTIPI AGIN FOR IADDITIONAL GTHERN�IBE INDICA EIO.Yap 'J4�US [Ff�t,: TC OL 15.0 PSF DRWG A445 OR A EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE Of CHORD SHALL BE LATERALLY GRACED NITM PROPER : r BC OL 10 .0 PSF —ENG TRUGS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LV ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD O LUMBER 904ECIOFIS PER UHAMINGS Lia. ISO G IGOA-F. DESIGN STANDARDS NLIII PTIOfWY ATTACHED RIGID CEILING--SEE , j•/�/} ' iOT.LD. 55.0 PSF O/A L_EN. 16-7-8 COHFORH 1R7AFPLICABLE PROVISIONS OF NOS G IPI. AM ENBUEER'S ALPINE TEWNIr,. Uf9ATF 171119/1 FOR PROPER • Q T '_,' SEK ON THIS DRAWING APPLIES TO THE COMPIXENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPT OF 1115 �uRlo�.:= DUR.FAC. 1 . 33 PITCH 6 ,0112 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY U1HER WAY. DESIGN TO THE TRUSS ENECTION CGNINACTOR. F �J -TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR NOW COINSTRUCTION _ , GINELV,,�' SPACING----24.0 TYPE- ------- -- N T T§ t!JIS OWG--PAEPAREQ FA14 CONEUTER INPUT1 ASS HNT N UH TT DBY TENSS 9FR TOP CHORt7 2X4 SO. PINE #I N. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 6.95 12.23 17.50 22.79 28.05 34.71 801 CHORD 2X4 SO. PINE MESS 2x4 50_ alNc 03 N 8C X-LOC L-Ft 0.29 7_05 16.48 18.52 27.94 34.71 :T1-2X4 SO_ PInE s2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED_ UPLIFT : 6601 840# 720# NO NAPE- KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN BRG LOC 0' 0' 16' 6' 35, O' 711E PLATE CONIAC7 AREA OR SCARFED AREA OF WEB MENBEILS. UPLIFT BASED ON 12.5 PSF TOTAL. DEAD LOAD. MIND SPEED-110 NPH. NEA" II13T=25.2 FT. Enclosed. (SUC) ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE OPWGS_ 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. NOTE: 2X4 e3 HcN-FIR OR SETTER COMTINUOUS LATERAL BOTTOM SHIN ALL SIPPORTS TO SOLID BEARING. CHORD BRACING 0 24' MAX. O.C. REQUIRED. ATTACH KITH 2-16d NAILS. BRACING IS NOT REDUIRED IF A ALGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN TO BE SUPPLIED AND ATTACHEO AT BOTH ENDS TO A SUITABLE PANEL POTMq APE TO BE L^CATED AT -Ar%n0XIK-A'TELY 3i,PORT 8V ESECTION CONTRAC10A. 1/4 OF PAAEL LENGTH FROM PAWL POINT (WITHIN 12'1 AND SHOULD NOT OCCUR IH PANELS NEXT TO A PANEL POINT SPLICE. ALL NAILS SPECIFIED ARE CORMON NIKE NAILS. 5X54 5X5 perk 5X5 2lit 1 6.00 XL 1-10-4 F4 F+ �t� 3X6 n 3 X 8 n-z- f- 2.5X4 3X5 U 3X5 I8-6-4 2-6-0 6-11-0 A5-2-0 6-11-0 2-6-0 35-0-0 OYER 3 SUPPORT " ry R=9630 Ns 3.50' R=2222# Wz 3.50' Lt,6,h&4095# W- 3.50' \, r PLT. TYP.-ALPINE SEQN-- 5347$ FURNISH A COPT( OF THIS DE5IGRt TO ERECT IOD[ EBbt�• ACTOR•tis �'• f3EV 15.6.5 SCALE = 0.1667 +.►n{c.�assTPEr PTo9ucTs >x./NiwiesEs urs 113.�^�'� IGN C131T:TPI REF p x*IMPORTANTxm s*tL ro.sa�l3FpFSIR[rt1� r WARNING Ir w� ovtnoT HOLIES VEMTIO"m"m tesla EPT t#RsRrine llom ca RrT F *c".we on"I ar TPI.Am 049 mlOj 'Y� T.C�, LL 30.0 PSF GATE 03/06/93 faluffe To wmv na tpbt U cewev"AT blip clove Pr .►T rw%&WITFCFUL ww.#L PFAWE)A avelpo 1� r � ..rve c'"mom sm ft%w or""s+L+.s1TTL sell" asm aprospee s. W&ESS 01108F.SK nanea� C_ OL 15-0 PSF DRHG LUMBER ((fi�t` ('T &A4o at a btRETT Its.OnD.!Poly cakwe m TO tAm FAm TE aVFc suIX ar ur7JLLr mom wim PmV" �, (�. 10.0 PSF -ENG r 1-VM6ER na®9 ro IM-IM Cne7r1M Tad IU O./MI5 V"IVL MV VIVO 17 &VIAD"ft-WOO SWA1W1sG /Pfia oovaerms agun+os tea 160 s sm.r.cESTaR sTAw+wos +n*w nroa�r an, wam cEaT.r- TOT_L0. 55.Q PSF OtA LEEN- 5-0-0COr"W■fV1%-1CA9kZ PFOVISI 'Q R W&a 1►I. A$LWJNM -3 ftPZW Tral.'�CAL WCOM 0!1/911 rom +T� ' j • "'sm a Rus 9u.tws lloUn To we�oencnEo s�FE L-Yst.l.IRICanCM.WONFI 1 A OVV N'T . le` yyjSS DVRFAci .33 PITC6.0 12 DF OC►. A.O S UL Wn K mim am.lp LST 9AfA tai., bmwi m'em TARP p -Ac/vwam m, .+.....-.... _ _ .- ® T T7 7tUra OUrg. PREPAREID FAM H T R INPUT fLOADS 6 QjMLNSIW-,) 9M 7TEb BY TRUSS MFR. TOP CHORD 2X6 SO. PINE Q. EXCEPT AS SHO14 TC X-LUC L-R: 0.29 4.60 8.78 17.50 26.22 30.40 34.71 0 BOT C2X4 SO- PINE R3 PINE 12 WEBS 2X4 SO_ N BC X-LOC L-R: 0.29 9_05 16.48 18.52 25.94 34.75 NESS 'TI-2X4 SO. PINE of N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 640# 893# 700f NO WAN:. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN BRG Lav: 0' 0' 16' 6' 35' 0' THE PLATE CONTACT AREA OR SCARFED AMA OF WEB MEMBERS. UPLIFT BASED ON 12.5 PSF TOTAL DEAD LOAD. WIND SPEED-110 MPH. MEAN NOT-25.7 FT. Enclosed. (SOC) ALL PLATES ARE CENTEREO ON JOINT UNLESS OTHERWISE INDICATED. SEE ORMGS. 130 & 160/36CA-F FOR TYP. PLATE LOCATION DETAILS. NOTE: 2X4 13 NEN-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING 0 24' MAX. O.C. REQUIRED. ATTACH WITH SHIM ALL SUPPORTS TO SOLID BEARING. 2-164 NAILS. BRACING IS NOT REOUIF:EO IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACIN3 MATERIAL ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN 70 BE SUPPLIED AND ATIACtED AT BOTH ENDS TO A SUITABLE PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY SUPPORT BY ERECTION CONTRACTOR. 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12-1 ANU SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE_ (A( 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH Bd NAILS 0 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY ALL NAILS SPECIFIED ARE COMMON WIRE NAILS_ ERECTION CONTRACTOR. 6X 10 6X 10 2 .5X4 2 .5X4 2X4,{ 12 11 1 A) (A) (Aj 6.00 N 1-10-4 1-10-4 .1 3,(6 2.5X4 � X5 2 .5X4 1 3X6 w 2-6— 6-11-0 17-2-0 8-11-0 2-6-0 F 35-0-0 OVER 3 SUPPORT M R-932f W- 3.50' R=2261f Wa 3.50' q��.z`�ta111T R=10671 W= 3.50' • PLT. TYP.-ALPINE SEON-- 53479 FURNISH A COPY OF THIS DESIGN TO ERE •••' REV 15.6-5 SCALE = 0.!567 ,erne o611Er to PFCO M Dc. 1seaEs aEaunaF f t 'r DESIGN CRIT_TPI REF X*IMPORTANTXM ARNING tw TSArats•a tatMltfl tao m"Attot nm nus mom 01 V=1naT10% Of AM MMS-SM WO-91 n 11t_SK"UVb t ��p � TC LL 30.0 PSF DATE 03 06 93 V4 HOLMES fALLtsE TO MLC nE Mass ar twoompm rmn on"s1 11t FOR Anon10K!PMOL roomm.1 avt�Ww6t,WS OW P.OE is ft"MLT. SIM SCE106 un 0rt0twM. WE"S V06PN11E Iw1WA� "��I�' � TC OL 15.0 PSF OR1tG ' &AM a A VICM 04 OdPW. MMT OO ITT"70 EAnt Or=W C=0 HALL BE LAMALT Oft"Wt "''Y :s LUMBER mv=we"Ls".,•s••rtts%=ATM a"is WSISK a�sLI$ON LT A"ACKV n.a000 e�AT+m.t F j t � - 1' � 8C OL 10.0 PSF -ENG R W+ER'0•t•�eswn.as tsL •sr s tssA-s. trtstac sa++oAws v1TTt 1noE+sLi An•afs gusto an.ta _ �: - _ T07.LD. 55.0 PSFJO/ LEhI. 35"O-0 LL W"W W*VU0&A•TCTMOM/F NO 8111.aM rPX2WOY4 avhe n7?MW-esnA1[ Ma7lq rae �- 2"&Of 909 MXZM AFftM A 04 COWO " 004Ctm VM t RMA.L+zFC MU06. MWISM A esFsi -G �t, OUR.FAC_ 1.33 P T T CH 6.0/ 12 E 1M DLT, AM 2"L IM Me OUMS 1/'0'•Ir On*TKA rat. "mom 1C"m"w"awrl ItH CEM/RC►pt. Li�•- ��`' 0--art t«s11Tl�TE_ its- tFat%A110M M100 twlcWICATtw+"-WW ttWMCTta•e �`1a�> ��`` SPACING 24.0" _ TYPE_ M ® �2X4 T TH . EPAR= FR P T R NP OA TM NSIONS M TT Y T MFATOPSO. P-IHE rI N. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 5.80 10.95 17.50 24.05 29.40 34.71 BOT S0. PINE 12 N WEEDS 2X4 S0. PINE t3 BC X-LOC L-IR 0.29 11.06 16.48 18.52 23.94 34.71 : T1-2X4 SD. PIN= f2 N PROVIDE UPLIFT CONNECTIONS AT REA41NOS AS INDICATED. UPLIFT : 6201 94of 580f NO MANE. KNOTS, SKIPS OR DTHER DEFECTS SHALL OCCUR IN DRG LOC 0' 0' 16' 6' 35' 0' Ifir PLATE CONTACT AREA GA SCARFED AREA OF WEB KEKBERS. UPLIFT BASED ON 12.5 PSF TOTAL DEAD LOAD. WIND SPEED-110 KPH. MEAN HOT-26.2 FT. Enclosed. (SBC) ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DANGS_ 130 S 160/360A-F FOR TYP. PLATE LOCATION DETAILS_ NOTE: 2X4 f3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOITOH SHIM ALL SUPPORTS TO SOLID BEARING. CHORD BRACING 0 24' MAX. O.C. RE(U<JIREO. ATTACH WITH 2-16d HAILS. BRACING IS NOT REOUTAEO IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL ALL TOP AND BOTTOK CHORD SPLICES OCCURRING BETWEEN TO BE SUPPLIED AND ATTACIED AT BOTH ENDS TO A SUITABLE PAUFL PAINTS APE 10 BE LOICAYEV AT APPROXIMATELYSUPPORT BY ERECTION CONTRACTOR. LCUNGTH NEELSAFN�EXTPOINT TOA NELPOINT (WITHIN 12-) AMSHDULO NOTT OCR IN PANSPLICE. (A) IX4 'T' BRACE. SAME GRADE AS WEB ME03ER. ATTACH KITH 8d NAILS 9 6' D.C. BRACING MATERIAL 10 BE SUPPLIED BY ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. ERECTION CONTRACTOR. 5X9 In 5X9 ITI 2X4 4x9 3X4 6.00 Aid) (A) 6.00 N -io-4T I 1-10-4 •• 1 1 v4 2 .5X4 3X4 2 .5X4 3X6 If 3X4 W 18-6-4 7 2-6-0 10-11-0 X13-2-0 10-11-0 2-6-0 F• NI R=920/ N- 3.50' 35-0—O2303f W-VER 3SUPPORTS _'1 �E .� 1i; s ` -1057! W 3.50' PLT. TYP.-ALPINE SEQN-- 53480 FURNISH A COPY OF THIS DESIGN TO ERECT +1 4R4CTOR~:r ++'� REV 15.6.5 SCALE - 0. 1667 Prcowra PC. Tames�whom� 1nb•�vU� SIGN CRIT:TPI REF a **IWORTANT**�TTw T ARNING m- mal eaESTIt" N�LMES 11"nTles"m Tori wales m TEEM s it ttATImm in pro enaelHe.so ros-:+6T trt. sac 1 1 .z T f LL 30_O PSF DATE 03/06/93 MUM TO 6.1"fle Tn,es M ovssan X Trmr IMM sr Tr1 FM off"arra E tAL rwmua w eemi E I atsee Tse AM+.a 0r Wow G&V.sTTa aEETtr�ASM rrs�es. TACF]e WHEMrsE AFMCF11ea �r •z ' TL DL 15.0 PSF DRNG Aas In A Tyr As wrcu.am To Mum rAx W tollso saaL OE urvwtT elAwa WM ��YJQ r 7043 aro Tams snvAnst LKATTM T..TTn3 tMOL POW, Of LT ATTTRIM ILTV';W aTFAVH 1001' `i•�,:-ey $C OL 10-0 PSF -ENG Z LUMBER COAECT F6 TET OPAVIN T�T16 13M IM 29"-r.CM11"WISMAos .inT ororTaT anAoiu 11141191114119m11MM ♦ ct ":`_� TOT.LO. 55.0 PSF O/A LE► . 35-0-0 claw"11how c"m Vo its"or mm s r►T.AN vrrrrmr s .arae « Tennx WeAlE Hla/stf row WN.anns Isuvwa"MMS TTWO TCOWW40M cc►rC"Tam o�of"aoar.naaatar•Caro as to ++TS ` •� � � MM-FAC- 1 .33 WSIMPITCH 6.0 12 tw ow-T. no la.> !"mum NNW fN nI OrTe7T 1LLT. OEAtTN n 6 A we mm vrtm Owmwtcw. "VN .—........<a.,� .+.T,....� . ---4 vATTRii-amid"SatCTTrCATTdt Ttat rxt+c"4"ar_rwrr SPACING 24.0' TYPE ® IS 22C.--22THIra OWS. PREPARED FR NP TER INPUT fLOAD2. GH-h is 1 ?M T T Y TA KF'R TOP CHORD 2X4 SO. PINE 01 N. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 6.60 12.95 17.50 22.05 28.40 34.71 BOT CHORD 2X4 SO. PINE 12 H WEBS 2X4 SO_ PINI f3 BC X-LOC L-R: 0.29 0.39 16.40 18.52 26.61 34-71 :T1-2X4 SO- PINE f2 N PROVIDE UPLIFT CONNECTIO'VS AT BEARINGS AS INDICATED. UPLIFT ' 590# 1000f 660f NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN BOG LOC 0' 0' 16' 6' 35' 0" 111E PLATE CONTACT AREA OR SCARFED AREA OF NEB MEMBERS- UPLIFT BASED ON 12.5 PSF TOTAL DEAD LOAD. MIND ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SPEEO-110 MPH_ MEAN HGT-26.7 FT. Enclosed. (SBC1 SZ=E DRNG.S. 130 6 160/160A-F FOR TYP- PLATE LOCATION DETAILS, NOTE' 2X4 f3 HEN-FIR OR BETTER CONTI"l4VJS LATERAL "OT7011 CRD BRACSHIN ALL SUPPORTS TO SOLID BEARING. 2-11664 NAILS BRACING MAX. f 24" 1401 REQUIREDDIF ATTACH I Ri ONITH CEILING IS ATTACHED DIRECTLY 10 BOTTOM CHOiE7. BRACING MATERIAL ALL TOP AND BOTTOM CHDRD SPLICES OCCURRING BETWEEN TO BE SUPPLIED AM ATTACHED AT BOTH ENDS TO A SUITABLE P44EL -01NTS AM TO BE LGCATEO AT AM-ROXiMATELY SUPPORT BY ERECTION CONTRACTOR. 1/4 OF PANEL LEfl6TH FROM PANEL POINT (WIT1i1N 12') ANO SHDULD NOT OCCUR IN PANzLS NEXT TO A PANEL POINT SPLICE. (4)M 'T' BRACE. SAME GRADE AS NEB $EMBER. ATTACH WITH ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. ERECTIOIN CONTRACTOR. FACING MATERIAL TO BE SUPPLIED BY 5X5 4X j 5X5 3 3x� X4 2X4 tt } 6 00 (A) i�J (A) (A) ) S.00 ¢ (A A) ¢ N T 1-10-41 �1-10-4 2.3Kc 3X4 3X4 3X4 3 3X4 3X6 W 1s-s-4 2-6-0 12-11-0 12-11-0 2-6=0 35-0-0 OVER 3 SUPPORTS �l A-9201 K- 3.50` R-2304f W- 3.50' R-10571 W- 3.50' PLT. TYP.-ALPINE SEUN-- 53481 FURNISH A COPY OF THIS DESIGN TO ERECTIQN R aA REV 15.6.5 SCALE a 0.1657 Promcm "6 XTET seeim nimm DESIGN CRI :TPREIMPORTAN7rm aw ARNING Sm 'WPOLLpm llo %w S .. F T isvunae►Pot NIX amts w vmw wgtwimilom tr 4N/ WrAm s. sm Tus-ol n ws.ut nRs,Ftsrar �- TC LL 30.0 PSF DATE 03/05183 HOL ME S r4nWE ro W"TIE Imes IR t0saw4 X MITu C61"IT W1 POR"ITI[MX WE.AL POW110 M 69VMC rn astw eoeEwmm am w"or xe►atX,sim tEEtom mu wxmam-acus owswm bawArk tti w � TC OL 15.0 PSF ORF1G . 4LT6 Ttt A of"T as"IT". &MY calIECTow To E4W rmx or cmwo 144E ff L4TEAat~.r�1tiT/ i r mm AM Ift ss ovoww E tm"a at T"n OESIV4 PCutt" LT Allam ft"I"�F1.nif►>!l plT* BC OL J O 0 PSF -ENG I LUMBER t»eaeters srt4atos T!0 fm t I.O4.. .Bta.!►+1 ViTN T11plEAl..TinOED A[pte t[�T :Q t"aa wapmeuwe novtaas a wo s »t.An vajwm-s firm>W mo-weave Tthl+o Tvt S TOT.Lp. 55.0 PSF• O/A LEN. n6.�Ojl�2] TUL Of Tgls 01Wr2M1~awns Ts,M eassesn L+EPT"M MW oer.tu.4irunTIOW.rtnma•caT '� DUR.FAC_ 1 .33 IPITCH 10 aaT. AM SWILL WN W MMIW tf%V IM curt enEA NAT, tieslOn to Tt¢TfttTS tlr=rrint MST*4[T /,. �.,+•a � ' -_-,-- _ _ tV ' T T6 -TjjI5 DWG.-PREPARED FRM rQHPUTER_INPUTAS NN T N5) §vQMj TT DBYT . K-!3 TOP CHORD 2X4 SO. PINE #1 N. EXCEPT AS SHOWN TC X-LOC L-ft 0.29 6.95 12.23 17.50 22.79 28.05 34.71 d 80T CN2X4 SO. PINS #2 N MESS 2X4 SO. PINE #3 8C X-LOC L-R: 0.29 7.05 16.48 18.52 27.94 34.71 ESS :Ti-2x4 SO. PINE #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 660# 840# 720# NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN 8RG LOC 0' 0' 16' 6' 35' 0' 711E PLATE CONTACT AREA OR SCARFED AREA OF MED MEMBERS- UrPLIFT BASED ON 12.5 PSF TOTAL DrAO LOAD. MIND SPEED-110 NCH- WEAN Hv7=25.2 FT. Enclosed. (SBC) ALL PLATES ARE CENTERED ON JDINT UNLESS OTHERWISE INDICATED. SEE OAWGS. 130 S 150l160A-F FOR TVP. PLATE LOCATION DETAILS. NOTE_ 2X4 #3 HETI-FIR OR BETTER CONT1140OUS LATERAL BOTTOM CHORD 9RACII16 0 24' MAX. O.C. REQUIREO. ATTACH WITH S}1IM All 311PPOR7S TO SOLID BfAR1N0_ ISIATTACHED DIRECTLY 70 BOTTOMCM RHO IBRAA CINGIDA TEAIAIG ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN TO BE SUPPLIED AND ATTACN£O AT BOTH ENOS TO A SUITABLE PANEL POINT-, brag TO nE LOCATED AT .s.PlT^LMATELY SIF ORT RX ERECTION Cv'iiTRAC-10A. 1/4 OF PANEL WiSTH FROM PAN91- POINT (NITHIN IV) AND SHOULD NOT OCCUR IN PANELS NeXT TO A PANEL POINT SPLICE. ALL NAILS SPECIFIED ARE COMMON HIRE NAILS. 5X5 3x4 5X5 5X5 12 ITi 6-0 5.00 3x I. n V 1-10-41 u �1-10-4 ¢ -SKS 3X6 ?wt 3x8 - 2.5X4 3X5 3X5 18-6-4 t 2-6-0 6-11-0 3 2-0 6-11-0 2-6-0 35-0-0 OVER 3 SUPPORTS TI-%3# N= 3.50' R-2222# K= 3.50' \\�s L 095# W- 3.50' PLT. TYP_-ALPINE SEON-- 53478 FURNISH A COPY OF THIS DESIGN TO ERECTIRA OR ~• REV 15.6.5 SCALE 0.1667 Nov wwo**IMPORTANT**a i.my w i rm m ARMING wra p "t,VARC `i0 " � �2 SIGN CRIT.-In REF NQLMES munaw 11104 ocs[E . a INM WITS."uuam ro an ewam.er.#mH1 w ni.SEE nos cfsi�y I TC'LL 30.0 PSF DATE 03!06!93 Ft2Lw To jumv 1w To ccwanwjm wm acres"TPI, FOR aw"Ia1e1.Sp x a-T4"m9a SAMM 0+i i:2. 4"M c044VTas SM POM a>"0A SAL..SWIT.PUIPe AM aUVWV-VM.%"gm ener.rf* Zm iftlm C_ OL 15.0 PSF ORNG MV W 4 ftM"AT W".srr}T taa[rrnls TO EM"ME OF D"O a1a.t m 1Atw1>_T SVPWM•1M PPOPewt t��• r� VC DL 10.0 PSF -ENG Imm SM UI.W OMAriM MAT"OM"as ar310K T4?"m tT A1TAMP ft�" 0 SwAl"a, 001TOL �j 04e, LUMBER cor+En m"m oawma 160. 11!s sm*-F U130M v"am" VnTwInowtT 4, AD"mam CEWUS- r ��]�sj- TDT.LD_ �J�.O PSF O/A LfN. 3�J-0-0 rano+.w�VuCA tz ato►1s�ow aF ws O MO. sn tw-aw.D1'S a►a,E nvw'ust.lsq.TE 1T/1rla no11 I rr0 ,•! _ T Tru w Tws rasxtw NZIS 1e m Ww on on1CTE0 TORE V"AL 0sFuCt"4w.nsKM A w"tr 1 s 1a. . OUR.FAC. 1 -33 PITC" 6.0 12 M OM¢.►. Vo Ik L TOT OR ftum/tOr.a Ah1r given vs._ 1R310M Tl ria roves Lmc tw v0KmAclel. ......._.._ - - f it T T7 7tU5 ONG. PREPAnED FAM gOMEUTER NPUT fLQAQS j 01PIENSIMS) UBN TTE Y TRUSS MFR_ TOP CHARD 2X6 SO. PINE Q. EXCEPT AS SHOWN TC X-LOC L-A: 0.29 4-60 0.78 17.50 26.22 30.40 34.71 d SOT CR ME85S2X4 SO. PINE 03 2x4 SO. PINE N 8C X-LOC L-R: 0.29 9.06 16.46 18.52 25.94 34.75 1x ' T1-2x4 SO- P21€ of N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 640f Mot 700F NO WAW_ KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN BAG LDC; 0' 0' 16' 6' 35' 0' THE PLATE CONTACT AREA OR SCARFED ARCA OF NEB MEMBERS. UPLIFT BASED ON 12.5 PSF TOTAL DEAD LOAD. WIND SPEED-110 NPH. MEAN NG7-25.7 FT. Enclosed. (SOC) ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORNBS. 130 & 160/160A-F FOR TYP, PLATE LOCATION DETAILS. NOTE: 2X4 13 HEN-FIR OR BETTER CONTINUOUS LATERAL 807TOM CHORD BRACING 0 24" MAX. D.C. REOUIRcO. ATTACH WITH SHIN ALL SUPPORTS TO SOLID BEARING. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHOP_ BRACIHF3 MATERIAL ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETWEEN TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE PANEL POINTS ARE TO BE LOCATED AT APPAOXIMATELY SUPPORT BY ERECTION CONTRACTOR. 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12'1 AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. (A) IM 'T' BRAC£. SAKE MADE AS WEB (EMBER. ATTACH WITH Bd NAILS Q 6" O.C. BaACING MATERIAL TO BE SUPPLIED BY ALL NAILS SPECIFIED ARE COMM WIAE NAILS. ETTECTION CONTRACTOR. 6X i0 6X I a 2.5X4 2. 5X4 2X4 Tt 1 5 (A) (A) (A) ]6.00 ry i—f0-4 �i-10-4 we rf3xG 2.5X4 X5 2.5X4 3X6 w r- 18-s-4 -s-o 8-1i-0 17-2-0 U-11-0 2-6-o 35-0-0 OVER 3 SUPPORT M R=932# N- 3.50' R-2281A Wm 3.50` +„i"""�*.rt R=10671 W= 3.50' T1 PLT. TVP.—ALPINE MGM— 53479 FURNISH A COPY OF THIS DESIGN TO ERECTS S L �0� �' REV 15.6_5 SCALE - 0.1667 tp XXIMPORTANTNN avil i "Comm rm a ARNING i womi�a vane +w NFI�� L� �'�� DESIGN CRIT:TPI F HODS tE�7ARvr nn1 nus ttstaT tw T1ESE s�prxarlaa w+NT tasClls.WE a"OF WI_set M10151 %/Xf�� TC LL 30-0 PSF DATE 03/-56793 r4 MIJUM to eun.o 1*6 muss>M bomm"O"m WITH anon OT tat Far ammooa sltctn.ro mson ""S!" acetrt C096ff"nE NAM W Ossa ONLY.*7011.912Tns asnr QW00416M. WT.ESS 011FIr18E D0=*i � TC DL 15.0 PSF ORNG 11 f1 "a 1A A t7Rsa T an Own. AKT 0000"T"10 E#ZA Fs=w COMM swats_W u uji.mono we ��)1��`CJ-2�h('�� gC OL 10.0 PSF -ENG (...UMBER MW,Te tftJM 0"WISa%=Ams Os MIS astvc rosU10M LT arTAC/Erf TaT�ao lN6A11Q1R •, • r '�c s ='.. co+ECIXM FM aromas Ili. Tsar s Iso.-s.WMINI sTAMOM Wmr PntsM-f ATTAC Em Rile attars `+. �. TOT.LD. 55.0. PSF O/A LEN. 35-0-0 Q taww" /am"Ca"r""Istem Q las t T►I. w fw2w1 l's AITITC Tmr laa urn 1.c Maftst Yin '' 11 c� � fiat sW TM!vw"4 Malam Tv nE aaosalT aftClEn low e/m LL xsueanw_Nrsetir a CWT as `�?Y�t 1.1. C�_`' OUR.FAC- 1.33 P T T CH 6.O 12 �-N1. MIM•TArt twsTY�1aoe�-first T1out OUIPt tsTeW ICA11100 10►WMMW t eswRc � �aT�sL'Z l�T�.t.``' SPACING 24.0" TYPE.` ' T Tti B=PARD FR P R HP OA() Y TiMFR OPTT24 SO. PINE !1 K EXCEPT AS S40WH TC X-LOC L-R 0.29 5.60 10.95 17.50 24.05 29.40 34.71 0 8O7 Cfk7R0 2X4 SO. PINE !3 i2 N S 2X4 S0. PINE 8C X-LOC L-FL- 0.29 11.06 16.48 18.52 23.94 34.71 Wc'8 : T1-2X6 g0. PINE #2 9 PROVIDE UPLIFT CONNECTIORS AT BEARINGS AS INDICATED. UPLIFT : 6201 94OF 680f NO WAWL- KNOIS. SKIPS OR OTWEn DEFECTS SMALL OCCUR IN BRG LOC 0' 0• 16' 6• 35' 0' THF PLATE CONTACT AREA CA SCARFED AREA OF WEB MEMBERS. UPLIFT BASED ON 12.5 PSF TOTAL DEAD LOAD. MIND SPEED-110 MPH. MEAN HOT-26.2 FT. Enclosed. (S8C) ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORWGS. 130 6 160/160A-F FOR TYP. PLATE LOCATION DETAILS. N01E: 2X4 13 HEWFIR OR SETTER CONTINUOUS LATERAL BOITON C►oFko BRACING @ 24' MAX. O.C. nEtrimEO. ATTACH WIT" SHIM ALL SUPPORTS 70 SOLID BEARING. 2-164 t4AILS. 89ACING IS NOT REOUIREO IF A RIGID CEILING IS ATTACHED DIRECTLY TO 'BOTTOM CHORD. BRACING MATERIAL ALL TOP ANO BOTTOM CHORD SPLICES OCCURRING BETWEEN TO BE SUPPLIED AND ATTACHE() AT BOTH ENDS TO A SUITABLE PAWPO Pn1wTc APF In- 8E LnCA►Fn AT APPROXIMATELY SUPPORT BY ERECTION CONTRACTOR. 1/4 O-F PAW=L LENGTH FROM PANEL POINT (WITHIN 12') AND SHOULO NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. (A11X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH MIT" 8d NAILS 0 6' D.C. BRACI"G MATERIAL TO BE SUPPLIED BY ALL NAILS SPECIFIED ARE COMMON MIRE NAILS. ERECTION CONTRACTOR. 5X9 9X4 5X9 ITI9 2X49 3" 6.00 } (A) 6.00 n AA) � Nf-f0-4� 1-10-4 3" 2.5X4 3X4 2 .5X4 3X6 W 18-6-4 7 2-6-0 10-11-0 X13-2-0 i0-11-0 2-6-0 35-0-0 OVER 3 SUPPOJITS - i R=3201 M= 3.50' R=23031 M= 3.50' `►�`vrj•L E tSfl;�]05Tt 1i= 3.50' IPLT. TYP.-ALPINE SEflN-- 53480 FURNISH A COPY OF THIS DESIGN TO ERECTiIGN RACtOFi~• ' REV 15.6.5 SCALE 0. 3657 A MW tMU EPWR PFMW . Da. lows=00rim UM36� k0•je`J? SIGN CRIT:TPI REF Q *W I MPURT ANT TE TE sv«u 1oT sc rEsoorean c -ma.wT A RN I NG im wwmom vim mr go �f WMTION r"m It"awe*m"m am1flunam 41 ANT s wlm. sm m_"JST Tri.sn alas oTs�a+ % S'. • it LL 30.0 PSF DATE 03/06/93 i HOMES FAIWE Te NJ"VIC "UM aN MWONMPCE"M 4:300 W 107 saa anomawla yr�aaA 1..J..sRAa�E�SI. }•j�T� : Ti OL 15.0 PSF ORNG %VIM eaWK4 M AFE W=(!aWk ORT. W 04MT i AM WIRM"rf. W-933 Vlmm"W DOIC"m � �,/�v✓✓ t aas Tw a M&I As 10, -MKT COWNXT t 10 EM"FATE aF CMW"LL W tATEAMLT WOOD artaJJ yt 1)r� $C OL 10.0 PS>= -ENG LUMBER 1w�aro utas arnwns[a1cATo m 1..1s oaJ:lot To4tT1w aT ATTaom/LT TasanJlw aanON- Ca**C"M"M WAVIw90 IM ID&i 10"Al.UNIDO•1aJW M W11%MCMILT ATTAMEN 14010 t1:1a1rrs 1 L � '•'11 � TOT.LO_ 55.0 PSF 0 LEN. 35-0-0 tovva VAr'43taxt"ey Nm4 v"a t Tri.na T7w7JE -S AJlwC ytoo w TawTe arlalsat nn O Fut IN w.s T tww Arrans»Ta corpvEm nenl lm Ww anTwaa.arR CK"Nw.rewasw A uiFr err Ma aaaa r DUR_FAC. 1 -33 PITCH 6.0 12 I"4LT. no wwx»DO!M%Uw-IN }1r W"vmx YT. I W5149 T4 M mm O V rw m+ 0w. Ett♦ � "m- ~ r1J311wa 0"14"smrp*mTIpK FOR W-Mcc mr.Taar SPACING 24.0 TYPE T 7H12 PWG. eflEPAMU FROM }(a TFTt INPUT (LOAD2(LOA6Mcg d l g- 1T Y (_ NF • TOP CHORD 2X4 SO_ PINEE 11 N. EXCEPT AS SHORN TC X-LOC L-R: 0.29 6.60 12.95 17.50 22.05 25.40 34.71 d OOT ARD 2X4 SO. PIW- 12 N WEBS 2X4 SO_ PINE f3 BC X-LOC L-R: 0.29 0-39 16.40 16.52 26.61 34.71 : 71-2X4 SO. PINE f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT ' 5901 10001 6601 NO WANE, KNDTS� SKIPS OR OTHER DEFECTS SHALL OCCUR IN BRC, LOC: 0' 0' 16' 6' 35' O' THE PLATE CONTACT AREA 0R SCARFED AREA Or NEB MEMBERS. UPLIFT BASED ON 12.5 PSF TOTAL DEAD LOAD. NINO ALL PLATES ARE CEHTEREO ON JOINT UNLESS OtHERWISE INDICATED. SPEED-110 MPH_ MEAN HGT-26.7 FT. Enclosed. (SOC) SEE ORWGS. 130 9 16O/160A--F FOR TYP. PLATE LOCATION DETAILS_ NOTE: 2X4 f3 HEN-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING Q 24' MAX. D.C. REQUIRED. ATTACH WITH SHIN ALL SUPPORTS TO SOCIO BEARING. 2-16d NAILS- BRACING IS NOT REQUIRE-0 IF A RIGID CEILING 15 ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL ALL TOP AND BOTTOM CHORD SPLICES OCCURRING BETNEE14 TO BE SUPPLIED ALIO ATTACKO AT BOTH ENDS TO A SUITABLE PAWL M1:41r, AM TO BE LOCATED AT AF'rROXjHATELY SUPPORT BY ERECTION CONTRACTOR, 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12') AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE_ (A)IX4 'T' BRACE. SAME GRADE AS WEB $EMBER. ATTACH NIT" ed ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. ERECTION CONTRACTOR. BRACING MATERIAL TO BE SUPPLIED BY 5X5 rxj 5X5 3X4 3x4 2X4 r i 6.00 (A) `�� (A) (A) �S•00 A) (A ¢ i-f0-4� i-10-4 .. _jjj,,,___ 3X4 3X4 3X4 3�C 3X4 3X6 m 18-6-4 2-6-0 12-11-0 '9-2-0 12-11-0 2-6=O F M R-9201 W= 3.50' 35-0-0R02 044ER W3SUPPORTS50' R=10571 W- 3.50' I PLT. TYP.-ALPINE SEAN-- 53485 FURNISH A COPY OF THIS DESIGN TOERECTIC't R MA REV 35.5.5 SCALE a 0.1667 E'+etlEv® '� TM �Ai t><Tta -` �'� DE51GN CRIT:TPI REF B XiEIMPORT ANI **vr1 Ivr Ot Tes.aemz Ftw A,rr ARNING t+1 w.«:►a erEla�au '•..'s' tmA"cp trot nes OMIM w 04M WccvttM"0h . to off orlrlts. SIE tss-91 Of m_ItEIwls Eta •' ;� TC LL 3O.O PSF DATE 03/06/'93 HOLME S rAnw Is&J"1W W"*L"t"aftWCE InTlt CPO sY IPI "Pt] ITIMM socn,l PDMYEM OW16 t' nr. ' "14 toome"s sm I"=OF aosA s.cY, SWIX wits ASTs wvvxwn. accts anewrtw VVKtAPO' *t1 ; TC OL 15.0 PSF ORWG� y AA46 PI A Or"T As W.M. &MY tOr#4 VW 10 EA04 FACE O• OWD 04At1 K 1ATTfvUY wmam Inn 10.0 PSF -ENG L "%M UO tttt"0"40ft"m UrAr O w twe OEstat ""I"t tt.AnACtmo ftrww w""awt. song, I LUMBER V"QX a!a PON MkWf ss ts4 SW t ISWA-r_WWW WO&A06 rn„MPUP r ATTAotO Orton mAo r, �Q : TOT.LD. 55.0 PSF O/A LEN. 35-0-0 come"wm ticmz tmvtsta ms A T►1.Ar[vojwm-s fArre t@wmt wmift rNAHe r'r1 st t OR Txrs ttaursW AN+tts IS 1 IM 0*WWM OErnncs MM awrrltt APlUuttar.Fum"m A to"r f�`1 � DUR.FAC_ 1 .33 P!TCH 6 O 1 2 L-0LT. A/0 01ML wv w maim vw 1%No r+e%%xv. mm»Tm Iftm sFE=ISN t T ( �•._•v .� � __- _–,-_ _ JO ' TS 93C-22 110 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTEDSOOMITTED BY TRUSS MFR, TOP CHORD 2X4 S0. PINE #1 N. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 4.81 9.37 12.91 16.62 21 .07 25.63 BOT CHORD 2X6 SO. PINE #2, EXCEPT AS SHOWN 30.19 34.71 WEBS 2X4 SO. PINE 03 BC X-LOC L-R: 0.29 4.61 9.48 12.91 16.48 25.52 34.71 : T1-2x4 SO. PINE #2 N : : 81-2X4 S0. PINE #2 N BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER BAG LOC 2 16-05-12: 1 BLOCK 12" LONG - 10 16d NAILS/BLOCK NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. (A)SCAB BRACE, SAME SIZE. GRADE AND LENGTH AS WEB MEMBER. ATTACH WITH 16d NAILS 0 4. O.C. BRACING MATERIAL TO ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. BE SUPPLIED BY ERECTION CONTRACTOR. SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. SHIM ALL SUPPORTS TO SOLID BEARING. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. SPECIAL LOADS -------------------------------------------------- UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION TC From .90 p)f at 0.00 to 90 plf at 35.00 UPLIFT LOADS'. 8901' 2460# 610# BC From 20 plf at 0.00 to 20 plf at 9.33 X - LOCATION: 0-00-00 16-05-12 35-00-00 BC From 285 plt at 9.33 to 285 plf at 16.48 MM IE UPLIFT LOADS BASED ON DEAD LOAD NOTED BELOW llxx BC From 20 plf at 16.48 to 20 plf at 35.00 TC 1300# Concentrated Load at 9.33 w,J,D 6paet�' = /w mr..N Mi,iAi H4,7-= -2-2-45 5X9 5X5 2X4 2 . 5X4 5X5 1 2 . 5X4 2 . 5X4 TI 6.00 4X6 12 6.00 (q) TI V(A) 2X4 i-f0-4 i0Ic 3X7 2 . 5X4 6X63X8 ....... 2X5 8X 12 2 . 504 '•.,�' Fr,, No.5506 �- 18-6-4 STAT 'JF s 9-4-0 16-4-0 9-4-0 ®s• -:Q 16-5-12 18-6-4 �o 35-0-0 OVER 3 SUPPORTS '�� •°..._•• °� R=2129# W= 3.50" R=40951' W= 3.50" 8=1003# PLT. TYP.-ALPINE SEON-- 53482 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE = 0. 1875 X X IMPORTANT*x S u No�BCER�EsnmSKIAN xr06R AIN�Y WARNING INN HANOLINNSS1 ERE RECTION RAND ARE DESIGN CRIT:TPI REF DEVIATION FROM THIS 1E316M OR THESE SPECIFICATIONS. OR Alit 9RACING. SEE NI9-91 BY TPI. SEE THIS DESIGN �.•``�""��.; TC LL 30 .0 PSF DATE 03/06/93 HO L ME S FAILURE TO BUILD THE If"$IN CONFO114ANCE MIT"09199 BY TPI FOR ADDITIONAL SPECIAL PERMANENT GHACING RE J1111S 146 ll,, ALPINE CONNECTONS ARE HAOE OF WGA BKY. STEEL MEE11=8 ASTM OUINENEHIS. IW.ES5 OTHERWISE INDICATED. IOP % ••.•& TC DL 15.0 PSF DRWG A446 CAL A EXCEPT A9 NOTED. Af+LY CGH EC1ORS TO EACH FACE Of CHORD SHALL GE LATERALLY SRAAED MIT"PROPER (( TNU55 ANTI UNLESS OIERMISE LDCAtED ON THIS VESI6K PDSIIION LV Af1ACNE0 PLYWOOD 5WATNIw eOIION cHwo 0 5606 s BC DL 10 .0 PSF -ENG LUMBER CONNECTORS PER OMMINOS 130. IOD S 160A-F. DESIGN STANDARDS MlIH PROPERLY ATTACIED RIGID CEILING-- SFE �JJh��FF TOI.LD. 55,0 PSF O/A LEN. 35-0-0 CONFORM M/APPLICABLE PROVISIONS Of LOS S IPI- 41 ENGINEER'S ALPINE TECHNICAL.LM°WTE 17/1/811 FOR PROPER •�O .r.' SEAL ON THIS DRAWING APPLlE5 10 TIE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ouR.Fac. 1 . 33 IN ONLY, AND SHALL NOT BE RELIED L&ON IN ANY OTHER WAY. DESIGN TO TIE TRUSS ERECTION CONTRACTOR. ,� ""• U1NEE��YT' SPACING SEE ABOVE A--TPI - TIASS PLATE INST1TUfE. NOS - 1991 NATIONAL R1ESIGN SPCCIF ICATION FOR WODO CONSTRUCTION_ �! TYPE JO IS 93C-2a T I I THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SU M TT BY TRUSS MF19. TOP CHORD 2X4 SO. PINE 11 N. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 5.56 10.87 17.50 24. 13 29.44 34.71 BOT CHORD 2X4 50. PINE 12 N WEBS 2X4 SO. PINE 13 BC X-LOC L-R: 0.29 6.39 16.46 18.52 26.61 34.71 : T1-2X4 SO. PINE 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 6201 9501 4401 NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN BRG LOC: 0' 0" 16' 6" 35' 0" THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. UPLIFT BASED ON 12.5 PSF TOTAL DEAD LOAD. WIND ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SPEED=110 MPH. MEAN NGT-26.1 FT Enclosed. (SBC) SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. NOTE: 2X4 13 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 24" MAX. O.C. REQUIRED. ATTACH WITH SHIM ALL SUPPORTS TO SOLID BEARING. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATIACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 5X5 3X4 5X5 2 . 5X4 2 . 5X4 6.00 TI 2X4 6.00 (A) (A) (A) 10:_ 2X4 14 2 . 5X4 n3X4 2 . 5X4 2 2 . 5X4 5X6 5 X 10-10-0 13-4-0 10-10-0 h - 35-0-0 OVER 3 SUPPORTS R=9001 W= 3.50" R=2342p W= 3.50" R=7911 W= 3°5rQg14^_moi=�'. PLT. TYP.—ALPINE SEAN-- 53485 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE 0. 1875 ALPa. OjviLIIQUIRE ETCaCDESIGN CRIT:TPI REFXXIMPORTANTX* ss.t..NOT wsamae FOR S. A„ WARNING tHANDLING. UCOHAO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY 1PI. SEE THIS DESIGN . """..`��. TC LL 30 .0 PSF DATE 03/06/93 HOLMES FAILONE TO BUILD THE 1RLSS IN COWORN"E KITH OST06 BT TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _'J\\US (F .� AGE ALPINE CONNECTORS ARE MOF 20GA SILLY. STEEL MEETING ASTM GUIRENENTS. 1/LE56 OTHERWISE INDICATED. TOP � � '•., {' TC OL 15 .0 PSF DRWG ALLS SN A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CH"SHALL BE LATERALLY GRACED WITH PII(APERY TRUSS INLISS OINEIMISE LOCATED IN THIS OES16K POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOW BC UL 10 .0 PSF -ENG LUMBER CONNECTORS PER C AWINGS 170. 160 L I60A-F. DESIGN SIANOAADS WITH PAWERLY ATTACHED RIGID CEILING-- SEE . TOT.LO. 55 .0 PSF O/A LEN. 35-0-0CONFORM W/APPLICMkt PROVISIONS OF NOS I IPI. AN ENGINEEN'S ALPINE TECHNICAL LATE (7/1/81) FOR PRWW'ER 04 SEAL ON THIS DRAWING APPLIES TO THE CONPONENI DEPICTED HERE DRYWALL APPLICATION. FINNISH A COPY OF TMIs 10HIU WY'.=•�; DUR.FAC. 1 . 33 PITCH 6 .0 1 2 IN OY. ANO SHALL NUI WE RELIEO LY11 ON IN ANY OER WAY. OESIGIH TO TIE THUS$ERECTION COMIRACIOR. . ,L1 ".. "--TPI - THUSS Pt AIE INSFIIUIE. NOS - 1991 HAIIONAI. DESIGN SPECIFICATION FOR HOOD CONSIWCTI(WH GiNEE yY7' SPACING _ 24.0- TYPE._-„_'_,__-_- JOB T93C-22 T TF WG PREPAREDFROM COMPUTER INPUT LOADS 6 S ON Slt M T D BY TRUSS MFA TOP CHORD 2X4SO. PINE 01 N. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 6.56 12.87 17.50 22. 13 28.44 34.71 601 CHORD 2X4 S0. PINE 02 N WEBS 2X4 SO. PINE f3 BC X-LOC L-R: 0.29 8.39 16.48 18 52 26.61 34.71 : T1-2X4 SO. PINE f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 590f 1000f 410f NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN BRG LOC: 0' 0" 16" 6" 35' 0" THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. UPLIFT BASED ON 12.5 PSF TOTAL DEAD LOAD. WINO SPEED-110 MPH. MEAN NGT=26.6 FT. Enclosed. (SBC) ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORWGS. 130 6 160/16CA-F FOR TYP PLATE LOCATION DETAILS. NOTE: 2X4 f3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 24" MAX. O.C. REQUIRED. ATTACH WITH SHIM ALL SUPPORTS TO SOLID BEARING. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (A11X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 5X5 3X4 5X5 2 . 5X4 ' 00 2 . 5X4 6. T, 2X4 (p (A) 6.00 (A) ZA!) (A) (A) 2X4 A) (A) 1 4 1- sv1��.T1r 3X4 n 3X4 3X4 �� IA. 2 . 5X4 2 . 5X4 5 X 6 2 . X i '•. o.5�0& 18-6-4 s STATE OF _6_ L 12-10-0 9-4-0 12-10-0 '� © • �•,tr - 35-0-0 OVER 3 SUPPORTS �F /;" fl=9169 W= 3.50" R=23129 W= 3.50" R=8069 W= '3;k'f iNEEQ' � PLT . TYP.-ALPINE SEON-- 53486 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE - 0. 1875 ALPItE ENGIIfEPEO REQUIREPROOMTS. ING. 7HUSSES REQUIRE EXTREME CARE DESIGN CRIT:TPI REF * IMPORTANT)()(sNALL roT eE RESPONSIBLE FOR ANY WARNING IN NANDLirs. ERECTION AND DEVIATION FRUI VATS DESIGN OR THESE SPECIFICATIONS. 00 AW BRACING. SEE 1115-S1 BY TPI. SEE THIS DESIGN _-,.�-"" TC LL 30 .0 PSF DATE 03/06/93 HOLMES FAILURE TO BUILD THE TRUSS IN COPOIINANCE WITH DGTBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE v�1USF'7T, ALPINE CCNNECIORG ARE NAGE OF 20GA SAL-V, STEEL WETIHS ASTM OUIIEKEHIS. IAEESS OTHERNISE INDECATEO. IOP '•.,s , IC OL t5 .0 PSF DRWG A446 GR A EXCEPT AS NOTED. APPLY CONIECIORS TO EACH FACE Of Cro1D 911ALL BE LATERALLY BRACED 91TH PROPER RUIG S( L ' TSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION LV ATTACKED PLV11000 SHEATHING. BOTIOM CHUM BC OL 10 .0 PSF -ENG LUMBER CONNECTORS PER DRANINGS 130. 140 B IGOA-F. DESIGN STANOARDS MITA PROPERLY ATTAE EO RIGID CEILING-- SEE _ ' T 0 T.L D. 5 5 .O PSF O/A LEN. 35-0-0 CONFORM WAPPLICABL9 PMVISIONS OF NOS A TPI. AN ENGINEER'$ AIPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' O 7 SEON THIS/HA,.NING APPLIES TD THE COMPONENT DEPICTED IENE OhYNALL APPLICATION. FURNISH A COPT GF THIS /ulilV�.�F� DUR.FAC. 1 . 33 PATCH 6 . 0/ 12 AL IN ONLT. ANO SHALL WOW TE RELIED UPON IN My OTHER MAY, DESIGN TO THE TRUSS tRECTIO/CGHTRACTON _ HE UtE. �� N1SPACING 24.O" --TPI " TRUSS PLATE INSTITUTE. NOS - 1921NATIONAL DESIGN SPECIFICATION FOR WM CONSTii<CTION T Y PE_- -___ J013: IS 93C-22 T 13 THIS WG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2X4 SO. PINE #1 N TC X-LOC L-R: 0.29 4.67 9.04 BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE f3 BC X-LOC L-R: 0.29 9.04 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. NOTE: 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM UPLIFT : 380# 390# CHORD BRACING @ 24" MAX. O.C. REQUIRED. ATTACH WITH BRG LOC: 0' 0' 9' 4" 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING UPLIFT BASED ON 12.5 PSF TOTAL DEAD LOAD. WIND IS ATTACHEO DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL SPEED-110 MPH. MEAN HGT=25.8 FT. Enclosed. (SBC) TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 6 160/160A-F FOR TYP. PLATE LOCATION DETAILS. END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 1X3 2 . 5X4 2 6.00 6-6-4 1X3 1—f0-4 ��Q•�k,�9'!eS`F r�, 2 . 5X4 2 . 5X4 ,T w =A �� .• f d 2-6-0 9-4-0 OVER 2 SUPPORTS f '+3' R=729# W= 3.50" R=481# W= 3.50" 4F�`c F • a� 7�fac.. PLT. TYP.—ALPINE SEON-- 53487 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 3750 ALP[ NE EHDINEERED PAOP1HCra IFC. TRUS5ES REQUIRE EXTHENE CARE DESIGN CRIT:TPI REF X*IMPORTANT**ALPLIL NOT EESPONSI.LE FDR AHY WARNING TH HAHOLING. ENEC7I01T ANO DEVIATION FROM THIS OESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HID-91 81 TPI. SEE THIS DESIGN -" �4 T C LL 30.0 PSF DATE 03/06/93 HOLMES FAILITHE TO BUILT) 111E IAUSS IN COWONNANLE WITH OSTBB BY IPI FOR ADDITIONAL SPECIAL PERMANENT OAACING RE S (FF'' ERWNDn ALPINE CONNECTORS ARE MADE OF 2OGA SALV. STEEL MEETING ASTH OUIRENENIS. UNLESS OTHERWISE INDICATED. Tup TC DL 15.0 PSF DRWG ORD A440 60 A EXCEPT AS NOTED. APPLY C014KCIOM 10 EACH FACE OF CHSHALL SE LATERALLY BRACED WITH PROPER LUMBER IAUS5 AND MI.ESS OTHERWISE LOCATED ON THIS DESIGN• POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOW BC DL 10.0 PSF —ENG CO!"CTONS PEA DRAWINGS 130. 160 S ISOA-F. DESIGN STANDARDS WITH PROPEHA.Y ATTACHED RIGID CEILING-- SFE . '? TOT.Lu. 55.0 PSF D/A LEN. 9-4-0 CONFORM Y/APPLICABLE PROVISIONS OF IDS S IPI_ AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PiOPFA O �Y SEAL ON THIS OAAWING APPLIES TO THE COMPONENT DEPICTED HERE OAYWALI APPLICATION. FURNISH A COPY OF THIS /onlo�•.:'4= OUR.F AC. 1 . 33 PITCH 6 .0 1 2 IN ONLY, AND SHALL NOT HE RELIED UPON IN ANY QTHEA WAY. DESIGN TO THE IROSS ERECTION SPACING 24 0" .--TPI -TH155 aATF INSTITUTE. LIDS X1991 NATIOHAI OFSl6N SPEC IF ICASION FOA 11000 CUi`IRlC tI01/ __ ., .,� TYPF IS 93C-22 T14 THIS OWG PREPARED FROM COMPUTER INPUT (LOAOS & DIMENSIONS) SUBMITTED Y T USS TOP CHORD 2X4 SO. PINE 12 N TC X-LOC L-R: 0.29 4.67 9.04 801 CHORD 2X4 SO. PINE i2 N WEBS 2X4 SO. PINE 13 Be X-LOC L-R: 0.29 9.04 NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. UPLIFT : 200/ 4101 BAG LOC: 0' 0• 9' 4" ALL PLATES ARE CENTERED ON .JOINT UNLESS OTHERWISE INDICATED. UPLIFT BASED ON 12.5 PSF TOTAL DEAD LOAD. WIND SEE ORWGS. 130 6 160/160A-F FOR TYP. PLATE LOCATION DETAILS. SPEED-110 MPH. MEAN HGT=25.8 FT. Enclosed. (SBC) ENO VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. NOTE: 2X4 13 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING & 24" MAX. O.C. REQUIRED. ATTACH WITH ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 1X3 2 . 5X4 12 6.00 6-6-4 1X3 1-10-4 2 . 5 X 4 2 . 5 X 4 �� `°•LFF' !''p No.560 r � o l STATE OF 0 �i s 9-4-0 OVER 2 SUPPORTS �,s'• ORI'�a •'•Q R=4811 W= 3.50" R=4811 W= 3.50" �,,+ ..........•••�CJ �l �'G1NEE : PLT. TYP.-ALPINE SEON-- 53497 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 III�ISGA �E``=10.3750 ALPINE ENGINEERED PRDDUCTS. INC. TRUSSES REOUIfE EXTREME CAFE DESIGN CRIT:TPI REF K*I MPOR T AN T K X SMALL NOT eE REwasiwc FOR ANY WARNING IN HANDLING. ERECTION ANO DEVIATION fFlaw THIS DESIGN OR MESE SPECIFICATIONS. OR AHY GRACING. SEE MI8-9l BY TPJ. SEE iH15 oE516N �. TC L L 30 . 0 PSF OA TE 03/06/93 HOLMES FAILUAE i0 BUILD Tit TRUSS IN CONFORMANE CE WITH 051"BY TPI FOR ADDITIONAL SPECIAL PERMNNI BRACING FIE _' �\�1S (f' ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTM OUIHENENTS. UNLESS OTHERWISE INDICAYED. TOP ,'J."' YC OL 15.0 PSF DRWG A446 6H A EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHOW SHALL BE LATERALLY BRACED WITH PROPER ;: I TRUSS AND UNLESS OTHERWISE LOCATED ON ]HIS UESIGK POSITION LT ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 9 5r L Be DL 10 .0 PSF -ENG LUMBER CONNECTORS PER DRAWINGS 130. 150 C IGOA-F. DESIGN SIANDAFM WITH PRWEHI.Y ATTACHED RIGID CEILING-- SEE , '� TOT .LD. 55 .0 PSF 0/A LEN. 9 4-O COINURM W/APPLFCABLE PSUVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TEOMICAL UPDATE (1/1/91) FOR PROPER ' •. SEK ON THIS DRAWING APPLIES TO THE CONPL"NN DEPICTED HENS ORYWALL APPLICATION. FURNISH A COPY OF THIS _/ONION'.='4 OUR.FAC. 1 . 3 3 IPITCH 6.0 12 IN ONLY. AND SHALL NOT BE HEC ICU UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. . " O .--IPI - TRUSS PLATE INSTITUTE. NDS- 1991 NATIONAL OESIGH SPECIFICATIal FOR N000 CONSTRUCTION ,GAN EL'V SPACING 24.0" T YPF - ..-..-.- _�...� .-.-.-.__-- __� ..�.L_.-- _.. IS 93C-22115 THIS DWG PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #1 N. EXCEPT AS SHOWN TC X-LOC L-A: 0.29 4.81 9.33 13.85 18.37 BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3, EXCEPT AS SHOWN BC X-LOC L-R: 0.29 4.81 9.33 13.85 18.37 : 11-2x4 S0. PINE #2 N : : WI-2X6 SO. PINE #2 BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER : w2-2XB SO. PINE #2 BRG LOC 1 00-00-00: 1 BLOCK 12" LONG - 4 16d NAILS/BLOCK BRG LOC 2 18-08-00: 1 BLOCK 12" LONG - 2 16d NAILS/BLOCK NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SPECIAL LOADS SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. -------------------------------------------------- TC From 90 plf at 0.00 to 90 plf at 18.67 UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION BC From 60 plf at 0.00 to 60 p1f at 18.67 TC 2590# Concentrated Load at 9.33 UPLIFT LOADS: 1350# 1590# X - LOCATION: 0-00-00 18-08-00 *** UPLIFT LOADS BASED ON DEAD LOAD NOTED BELOW *** Mfif/ 1Y)E�q"1 #&r 4X4 2 . 5X4 12 .2 . 5X4 6.00 ' 71 5X6 6.00 w2 5X6 1-10-4 "1 1-10-4 3X9 5X10 3X9 +F � 2X6 2X5 e¢ A 2-6—Q 9-4-0 9-4-0 s r = 18-8-0 OVER 2 SUPPORTS R=2898# W= 3.50" R=2652# W= 3.50" PLT. TYP.-ALPINE SEON-- 53489 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE = 0.2500 ALPINE ENSIEEPEO PRDOUCTS. INC. 7A.ISSES TEOIIRE EAIIEWE CARE DESIGN CRIT-.TPI REF *11 I MP OR T AN T*x suu HOT BE 1EsPDIsiou FOR my WARNING IN HANDLINs. ERECTION AND KVIATIOH FRW( THIS MST%(OR TNESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-B1 BY IPI. SEE THIS OESI%4 .... ,44 TC LL 30 .0 PSF DATE 03/06/93 HOLMES FAILURE TO BUILD HE I"S IN CONFORMANCE WITH 05160 BY TPI FOR ADDITIONAL SPECIAL PEHNANENI BRACING RE ;J`1US (FFA-I . OWI ALPINE CECTORS ARE NAGE OF 20GA GALY. STEEL WEE71142 ASSN ONIRERENTS. MESS OTHERWISE I DICAIED, lOP •••.tr'� TC OL 15 .0 PSF ORWG A446 SR A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOW SHALL BE LATERALLY BRACED WITH PROF"t 18ER CONNECTORS "ua5606 ESS 01HERWISE LOCATED ON THIS OESIGIA POSITION LY ATTACHED PLYWOOD SHEATHIHO. SOITON CHORD , BC DL 10 .0 PSF -ENG L U Y COECTORS PER DRAWINGS M. 150 a IRA-F. DESIGN STANDARDS WITH PROPERLY ATTACIED RIGID CEILING-- SEE �. '' TOT.LO. 55 .0 PSF O/A LEN. 18-8-0 COfOHN W/APPLICABLE PeOY1SIONS OF IDS C IPI. AN ENSINEER'S "THE TECHkICAL UPDATE (7/1!811 FOR PROPER ' 0•- -Q SEAL ON THIS DRAWING APPLIES 10 TIE CONPOHEHT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF IHI5 DoH+�*.:��•; DUR.FAC. 1 . 33 PITCH 6 .0/1 2 IN ONLY. ANO SMALL NOT BE RELIED LPO/ IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F - NEf �''N SPACING SEE ABOVE TYPE --TPI - TRASS PLATE INSTITUTE. NDS - 1961 NATIONAL DESIGN SPECIFICATION FOR 11000 CONSTRIICTI O( __-.—_ JO& IS 93C-22 T16 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS FR TOP CHORD 2X4 SO. PINE #1 N. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 4.81 9.33 13.85 18.37 BOT CHORD 2X4 SO. PINE 02 N WEBS 2X4 SO PINE #3 BC X—LOC L—R: 0.29 9.33 18.37 : T1-2X4 SO. PINE #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 690# 440# NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN BRG LOC: 0' 0' 18' 8• THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. UPLIFT BASED ON 12.5 PSF TOTAL DEAD LOAD. WIND SPEED=ilO MPH. MEAN HGT=25.8 FT. Enclosed. (SBC) ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. NOTE: 2X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 24' MAX. O.C. REQUIRED. ATTACH WITH ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 4X4 12 2 . 5X4 2 . 5X4 Q6.00 11 1 . 5X3 6.00 1 . 5X3 1-10-4 1-10-4 2 . 5X4 2 . 5 X 4 0.5606 '•� ea STATE OF , 2-6-0 9-4-09-4-0 �s z'••'cl4Rl0; Q�= IR L=• ........•. Ca 18-8-0 OVER 2 SUPPORTS RN 1. �yGINtvz� R=1242# W= 3.50" R=995# W= 3.50" •I`Tl\\\�\a``�� PLT. TYP.—ALPINE SEON-- 53491 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE 0.2500 ALPINE ENGINEERED PNDDUCIS, INC. TRUSSES REOUIIIE EXTIEHE CAIS DESIGN CRIT:TPI REF X X I MPOR T ANT XX SHALL NOT BE RESPONSIBLE FOR ANY MIA RN I N6 IN HANDLING. ERECTION AND DEVIATION FHUN THIS DESIGN OR THESE SPECIFICATIONS. OR NR BMCING. SEE NIB-BI BY TPI. SEE THIS DESIGN TC LL 30 .0 PSF DATE 03/06/93 HOLMES FAILURE 70 BUILD ITE #PUSS IN CTBIFDIRNANHCE WITH OSTRW BY IPI 101 ADDITIONAL SPECIAL PERWAHENI BRACING RE -=�J�-\US...F<h lllj ALPINE COWECTOM ARE NAGE OF 206A GALV. STEEL MEETING ASTM GUIRENENIS. UNLESS IG ESS OTHERWISE IICAIED. TOP _ •• ••• TC DL 15.0 PSF DRWG A446 OR A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CI00 SHALL BE LATELY BRACED WITH PROPER LUMBER INISS AND ULESS OTHERWISE LOCATED ON THIS OESIGK 64411104 LY ATTACHED PLYWOOD SHEATHING, 801)(m CHOW �. G Sraas T BC DL 10 .0 PSF —ENG CO.ECTOM PEO DRAWINGS 134. 150 i I6OA-F. DESIGN STANDARDS WITH PROPE/LY ATTACHED RIGID CEILING--SEE CT aI • o, ) TOT.LD. 55 .0 PSF 0/A LEN. 18-8-0 CONFORM WAPPLICAOLE PROVISIONS Of IDS C TPI. AN EN61NEfA'S ALPINE TECHNICAL UPDATE 17/1/91I FOR PROPER Q; SEAL OI THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HEIS DRYWALL APPLICATION. FURNISH A COPY OF THIS //)IIIVP•'•�•_ IN ONLY. AND SHALL NOT BE RELIEO UPON IM ANY OIHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F "'••'�,°� - OUR.Fac. 1 . 33 PITCH 6 . 0 12 •--TP1 7111155 1'1 aTE HIST MITE 1115 - 1991 IU.1101A1 OFSTf•1H SPEC IF ICATT O!FOR No11R COIasl Cl w'll"i1 1 GJNEE,`''j7• SPAC ING ?4 0 TYPF JOB: IS 93C-22 T0 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SU M TTED BY TRUSS MFR, TOP CHORD 2X4 SO. PINE #1 N. EXCEPT AS SHOWN TC X-LOC L-R: 0.29 2.65 5.03 9.60 14.06 18.37 BOT CHORD 2X6 SO. PINE #2 WEBS 2X4 SO. PINE #3 BC X-LOC L-A: 0.29 2.65 5. 15 9.60 14.06 16.37 : TI-2X4 SO. PINE #2 N 2 COMPLETE TRUSSES REQUIRED NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN FASTEN TOGETHER WITH : 160 NAILS THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. TOP CH ------------------ 9" O.C. WEBS ------------------ 4" O.C. STAGGERED ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. BOT CH ------------------ 12" O.C. SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. NOTE: (1) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED FOR (2)-16D NAILS IN BOTTOM CHORD ONLY. ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. SPECIAL LOADS -------------------------------------------------- UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION TC From 295 plf at 0.00 to 295 plf at 18.67 UPLIFT LOADS: 2720f 261011 BC From 100 p)f at 0.00 to 100 plf at 11.00 X -+tILROCATION:LOADS BASED ON DEAD LOAD NOTED BELOW 0-00-00 18-08-00 +�* BC From 230 plf at 11.00 to 230 plf at 18.67 XFTw,,-jA sPjF-Er-> = i10 AFH /Yl AJ 4X8 2 .5X4 2X4 5X5 4X6 2 . 5X4 TI 6.00 4-4-4 1-10-4 Aar<!.a'e�C1 ;.De 4X5 2 . 5X4 2 . 5X4 4X 10 2X5 4X6 2X4 s d 5-0-0 " 13-8-0 ,P 18-8-0 OVER 2 SUPPORTS �b R=4553# W= 3.50" R=4336# W= 3.50" PLT. TYP.-ALPINE SEON-- 53492 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.5 SCALE = D.2500 ALPINE ENGINEERED PRODUCTS. 1N0. TRUSSES REQUIRE EXIRE1E CARE DESIGN CRIT:TPI REF *I MPGR T A N T 1E* SHALL NOT OE RESPONSIBLE FCR ANT WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS. OR ANY BRACING. SEE NIS-91 BY IPL. SEE THIS OESiON TC LL 30 .0 PSF DATE 03/06/93 HOLMES FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS DY TPI FOR AWIIIOHAL SPECIAL PERMANENT BRACING FE --V\US (lc `t. ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING AS79 GUIRENENIS. UIIESS OTHERWISE INDICA7ED, lop �J..............Z : TC DL 15 .0 PSF DRWG ANAS GR A EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER IRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM DAM ( 0 5606 L 8C OL 10 .0 PSF ' -ENG LUMBER c09*9CTOM PER DNAW1NGs 130. 150 G 1GOA-F. DESIGN SIAEDAAOS With PROPERLY AIIADfD RIGID CEILING-- SEE i � T D T.L D. 55. 0 PSF 0/A LEN. 18-8-0 COIfOfk W/APPL/CABLE PROVISIONS OF NOS E TPI. AN ENGINEER'S ALPINE TECHNICAL 'UAIE 17/1/971 FLIM PROPER SEAL INN THIS CRANING APPLIES TO THE COPONENI DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS p''•, colitoP;4•: DUR.FAC. 133 33 PITCH 6 .0/ 12 IN OILY. AND SHALL NOT BE RELIEO UPON IN ANY OTHER AT. DESIGN TO RU THE TSS ERECTIOR CONTRACTOR. . AY "•••• Cly -TPI - TPISS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATIO14 FOR HMO COHSTIFICTILVI ♦ SPACING SEE .- ABOVE TYPE T C Tilt THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 M N O S SUBMITTEDSU13MITTED BY TRUSS MFR_. TOP CHORD 2X4 SO. PINE #2 N TC X-LOC L-R: 0.29 3.87 7.46 807 CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE 13 8C X-LOC L-R: 0.29 7.46 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. NOTE: 2X4 13 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM UPLIFT : 2001 350# CHORD BRACING 0 24" MAX. O.C. REQUIRED. ATTACH WITH BRG LOC: 0' 0' 7' 9' 2-16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING UPLIFT BASED ON 12.5 PSF TOTAL DEAD LOAD. WIND IS ATTACHED DIRECTLY TO BOTTOM CHORD BRACING MATERIAL SPEED=110 MPH. MEAN HGT=25.4 FT. Enclosed. (SBC) TO BE SUPPLIED AND ATTACHED AT 80114 ENDS TO A SUITABLE NO WANE, KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN SUPPORT BY ERECTION CONTRACTOR. THE PLATE CONTACT AREA OR SCARFED AREA OF NES MEMBERS. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 1 X3 2 . 5X4 2 6.00 5-6-12 IX3 1-f0-4 2 .5X4 2 . 5X4 uss�r�'��# s W0.5606 do 7-9-0 OVER 2 SUPPORTS ; n ST,TE Of R=3941 W= 3.50" R=3941 W= 3.50" W.rA'`ogi11? •'2 PLT. TYP.-ALPINE SEON-- 53498 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.6.61 A°•��, A•e••kcj 5000 **IMPORTANT**ALPINE mlBNRwESOPON6I FORAIH�Y WARNING TRUSSES HANDLING. EHEcriumC ARE DESIGN CRIT:TPI '7 DEVIATION FROM ]HIS DESIGN OR THESE SPECIFICATtOHS. OR ANY BRACING. SEE HIB-St BY TPI. SEE THIS DESIGN `•: TC LL 30 .0 PSF DATE 03/06/93 HOLMES FAILURE TO BUILD THE TRUSS IN COfFWAANCE WITH OSTOB BY TPI FOR ADDITIONAL SPECIAL PERNMENI BRACING RE _�J��VS LfF�'AI;_. ALPINE CONNEC TOM ARE NAGE OF 20GA GALV. STEEL IEETINB ASTM OUIRENCHIS. UNLESS OT,IERNISE INDICATED. TOP - '••.J` • TC UL 15 .0 PSF ORWG AA46 60 A EXCEPT AS NOTED. APPLY CONNECT"TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PRIOPER �= � IO 5606 t LUMBER IMUSS AIO UNLESS OTHERWISE LOCATED ON THIS DESIG,L POSITION LV ATTACHED PLYWOOD SHEATHING. 6011OM CRORO BC DL 10 . 0 PSF -ENG cp+NEC101iS PER DRAWINGS 130. 160 C Ira.-F. DESIGN STANDARDS qiN PROPERLY ATTACHED 81610 CEILING --SEE . '? TOT.LO. 55 . 0 PSF 0/A LEN. 7-9-0 CONFORM M/APPLICADLE PROVISIONS Of NOS E TPI. AN EIRIf1EER'S ALPINE rELIfN[OAL UPDATE l7/t/S 11 FOR P110PEfl O.• SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HEM DRYWALL APPLICATION. FURNISH A COPY OF THIS /o01V*,:�Q= OUR.FAC. f . 3 3 P I T L.N 6 .O f 2 IN ONLY. AND SHALL NOT TWE RELIED UPON IH ANT OTHER MAT. DESIGN 10 THE TRUSS ERECTION CONTRA[TOR. F •'•••• G1NEE�, ' SPACING 24.0" TYPE --1PI - TRUSy PLATE INSTITUTE. NOS - f9fii NATIONAL DESIGN SPEC TF KATION fOR HOOD COH5TTIUCTION `��, ,,,,.> �!� l 'v k, 4 �l CITY OF 4&aodxc BwcA-99&u'da Office of Building Official REQUEST FOR INSPECTION Date C` (St nC 1� Permit No. Time / A.M. Received P.M. �Lo. Job Addres Owner's Name Contractor f � BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ uu ❑ Rough Wiring 11 Rough ❑ Air Cond. & ❑ Re Rooting ❑ _ $lab Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Fr' Inspection Made Inspector Final Inspection ❑ Certificat of Occupancy ❑ / Date .. JD ©( . . . C�Er�tftx�t� .af (�cx�t��t�c� (Mu of Atlantic '41=4 — lbriba 1eportment of 'Nuilding Jnspertion y This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard r Building Code certifying that at the time of issuance this structure was in compliance with the d t various ordinances regulating building construction or use. For the following. Use Classification-Single F aTaily- Ke53_deime Bldg. Permit No. 61+4G 4" Group W/fra e Type Construction is Fire District At.la it.J c BE acli i_ Owner of Building FBI), inn, Address 86 Nic�)Ie Lande Builth Address 8.5 NiCo�lkk " r_A11U Locality rpt-.antics Beach, FL 322:3.3 Building Official Date: i, POST IN A CONSPICUOUS PLACE t a ALPINE =' ENGINEERED PRODUCTS, INC. 1450 Marley Drive•Haines City, Florida 33844• (813)42241685 December 8, 1992 Mr. Todd Berry Holmes Lumber Company P.O. Box 31301 Jacksonville, 7L 32230 Dear Todd: Paslode 8d Power Nails (diameter - 0.131" - length 3") properly applied with a pneumatic nailer may be substituted for the 16d common wire nails specified on Alpine multi-ply girder designs in accordance with the substitution chart shown. below. This chart may be used for the top and bottom chords. 16d Nail Spacing 2 or more plys as called out Paslode 8d Power Nails on Alpine desian spac'--na 2" o.c. . . . . . . . . . . . 1-3/8" o.c. 3" c.c. . . . . . . . . . . . 2" 0-c- 4" O-C. . . . . . . . . . . . 2-3/4" O.C. 5" o.c. . . . . . . . . . . . 3-1/2" o.c. 6" o.c. . . . . . . . . . . . 4" o.c. 7" O.C. . . . . . . . . . . . 4-3/4 O.C. 8" o.c. . . . . . . . . . . . 5-5/8" o.c. 9" o.c. . . . . . . . . . . . 6-1/4" O.C. 10" o.c. . . . . . . . . . . . 7" o.c. 11" o.c. . . . . . . . . . . . 7-3/4" o.c. 12" o.c. . . . . . . . . . . . 8-3/8" O.C. 13" o.C. . . . . . . . . . . . 9" o.c. 14" o.c. . . . . . . . . . . . 9-3/4" o.c. 15" o.c. . . . . . . . . . . .10-1/2" o.c. 16" O.C. . . . . . . . . . . .11-1/4" o.c. Paslode 8d Power Nails at 4" o.c. , as each layer is applied, can be used to fasten the webs together. I hope this helps. Please call me if you have any questions. Sincerely, ALTtngton ENGINBE-RED PRODUCTS, INC. Re B. Brown, P.E. Regional Manager RBB/law Address r c o �-F (—r! N /k Zf — Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch 1 q 2 @ $ / 00 per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: � f / Total Valuation 1st $ /', C) c) c> 1161- :% $ / ra c3 Remainder Valuation Z-;-. per thousand or portion thereof p $ S cJ c -------------------------------------------- Total Building Fee ADDITIONAL PERMITS and/or FEES REQUIRED + 2 Filing Fee ' Fireplac Mechanicales @ 15.00 $ d ` BUILDING PERMIT FEE $ _� 7 S�J Plumbing Electric/New ------------------------------------------------- Electric/Temp C 7 ® U Septic Tank BUILDING PERMIT $ WATER MEM CHARCE $ U - Well Scaunning Pool ' SEWER IMPACT FEE $ CU WATER ]MPACT FEE Sign ASCII T A1VH.OUS $ --- Water Connection Sewer Connection Water Meter Elevation Certificate GRAND TOTAL DUE --------------- ------ --------------------------------------------------------------------- CALCULATIONS and/or NOTES DEPARTMENT CF 8UlLDaNG �x CI'T'Y OF ATLANTIC BEACH --- PENT ZNF ICN ------ - _ LOCATION INFORMATION °reit Noor: 44 AldrE: 8& NICOLE ,1�NE Permit Type`: BUILDINO ` ATLAIITI BEACH, FLORIDA 3223 E�1 . .�..._ .� ,. b AL,-DESCRIPTION ...:w..----_- cats r. T ! .. WOOD _ "RAE Lv "" BI is k: Section: owns 91NOLt, FAMILY Sub�lt " cx". ' xNY THE BRP t iwlato V,I u+e: lorsaSO 0.- Improv. .Isrtrty. CoSt: ± .QD ! TtE21�F7 .7 �+ Axa $1667 75. Wall -4 219— ON L CAT I Q FEES FE IT, $1245 .00 $0 C� d.re E ,LANE N 1,14PA: f '0, .: :2w1 {a{ ri YYY NDN (;As�' ,R $12-11 ,.....,.- O NATN _. RADON SAB � .. D.6 1e yP De"" C AT t TAPry 43.44 �....qs OUT SEWER" TAP Q :44 q!N DRA, HBACB 7 P"L '32082 �1YI3l ,U,LIC, 3�3ARE 6.44. Re re OiZ[E .. xietin.; 3j4" °wader meter already installed for construction trailer, on 5/24,J91 at f no charge, Now moving construction trailer and l�ui]dit'g home. No neva meter., just payngtor existing meter. NOT fC --AL1.CC NCR TE FoauS AND FOOTINGS MUST BE INS CTE QMIRE POURING t; FUER"all#T VOI© SIX MONTHS AFTER DATE OF ISSUE ILD-We,MAsTERIALt RUBBISH AND.DeB IS FROM THIS WORK MUST NOT BE PLACED IN PUBLICSPAkCE,! ND MUST BE E " RRE6 UPAN HAULED AWAY'.BY EITHER CONTRACTOR OR OWNER � s 1► R : 10, 1 G+C3MP .YM1TH THE M CHANICS' ItN LAW CAN RU V1 H 'RP .RTY� ►VYfiEi PAYING TWICE FIR BULCtNtamP► fVEMEN `S':"' � R TO.A►PPROYI�p.PLANS WHICH ARE PART OF THIS PERMIT AN© Sl1BJECT[!TI@ REVOCATIt9lt)65R#Pfs � E PRO I ION OF LAW. j ATA(+ITIC BEACH ILi �FF'AtTMENT A { . , • 3 x . U � A0. §h C MAS' 5HC. HI Ne t:)+uKv L. A®r i!'4, 'r?,W WA"-V OT TN& -04", AV /V vmmw -00, AAA&-!< 04,4*.fjp 14,4 ew rHlF GWR�r�tiT P'i/�v/az �,�6dACP� P� OslVi4� oosWAirV, /° pARrp,4, cAF,t r-rolvrI1P 'ro= f. R, /AV. 021993 vAAm4A N,•- Building an Zon n N � WIh�iO! I►,/��cr,v4 ovK1�! i` i•K ae.rc v��sr /pOrER AF�NF� =1 4 12Al ♦1f.yi •w b �ti,ird el _,rrJ!/11d.N K GtT'w40A ,Q rwp sroRy `I►, 1(1 �+ 1 �. i r•.t�c�.o x W A/0. �trct. (r/.dpq) yi 1411.44 OAAAAlpff s. /O' w /7•�' .•LE.,�. 4r � ',jam Oro• � � 1; Y 4. Aws v a.vE M ;C J 4.00 4 , rPT �1 i rA+es L "4" (A 412-rfµN3l-4W-WAr) Nm ra rftm&ViAJrwRAVY ,.11r Nors/K r'H.WV 1p.4D).^4C rA./ ^00 5OUTHT GH 5URVEYC7RS ING$ WOl AftlWUM&WNlr iSMJ, jW IS" *AM 2 r -&V-4C9~"FLORIDA 9=1 No.Moo'120- 0m1 1 r3V r G'�L'I�TtrY TMAT T?11S c.r✓NQ,� Y stJrzvEY, sw IJ1'Is7 R Mi•WLlfWONSIJ� OIRtGTk7N,M WTO TFC M1INIMUM TecohIGAL ZTAN17AM05 F�vR,LANG :IIAtYtr!'i O" IN MOe "TH OHAF-rEK ?IFI", FLA. ADMINISTKATIVt GODS Ok4t DANT TO SECTION 473.037,I'LORIDA 5TATUTI"4), YWK GaWnFY THAT THERE Aft NO '051" CNC*OACHl-r S UPON THE W5JMT PROFMrf eXZaPT A5 SHOWN ON THIS SURVB`I'. simK"D K.DA 4vTT it NAW. LAW JlumvVY'01t FL.N. NO, 4041 SQV"t=H NO.9619 SL'N[INt! DATUM DA-5CO ON_ 04A r AgaOX 44, P.A& ''g !Tf,.A FLOOt7 ZONL•(>a)_ "JC•' A$Oftr A5C4KKTAIMS:P MOM THE 1`LOOD INSUKANCe KATE MAP, GOMI UIVlT( /M�Y Mit /2$P 7'2 - 1210,0142' DATLO FIELD BOOK h�.t_ Z.g,�+A�(:ill c'i LWAL Y/A ORPM NO.�'t GOMPUTCR FILE,AdFddo&-14 AGAP FILE, N/A 9GAJ�. /'I-9W PILE NO. sr-.443r MAS-' SMOHI NG; SURVEY OF 40 T 24, 7-/FFA14--1 8-/ THE SE,�i, A15 FZEGo eZVEp /.V 1='A-A'T 000Ae 440, PA6QE-S '74AAJZ, l 94A 0,- THE d-jw0,¢ENT of pZ/VAA- co�,vrY/ SER TiF/EO Tv: p. I3. R, /MG, 1 � L o r- /9 ' L o T 2Z EASEMENT N / woOn oEcK/.VG ovcR r Box cuc.vERT .N 5d,dd Fouvo %2"iao� �-- A189°4l0'Za'E /FoorER of FE/�E io4, �?• 9.Co' f FDUMO P.K. n/A/L 4 O/SK 03 L O'T 24• ON L/NE #�Jlv 72 ✓oma+ Azz �. �• ' GONGRG7L• S't/.//GN x QT W,DE 8.0• `.A?ro.'.' '. N STucGO WA -L• ' moo. .. .• ..'dtl � �p TWO 5T0/2-1 ird N Q �� j -5-r KQ Nyzj O' AZ ES/C>ENcE 4 '� 2 i A/o. B5 Jan S3 SFE. l/1.9s) o Q 9 N Q �J 0 m OUi 4.lc' ' o 0 iv O W• ..'�. . . N N. �W it 2a 5' 4.9' Q /o' x /7.5' .J•E.A, 77RANSFbRME.4 i i. V p 4AS��E N N I• .. . EASEME,vT 4.00' Q i Rd. 4as��%3 569°4to'2o"w 5d.ao' Qo Pi PE N � c. o� E' LANE "P/2/V.4TE STREET" P34 acEL "a (A 40',¢/*HT-Or--WAY) (uT/s i rY EASEMEMo NOTE ,EL-EVAr/O.-/5 SilOrc/N 7-A&145 .o� ,q2E /A/ FEET RE1=AEoQ To N.G,.V.Cl! 1::>,4 r✓M c.- o/wr 47,- cs/aV,a7-1 eE SOUTHTEGM SURVEYORS, ING . lv9d0 PH/LLIG5 H/0.<IWs+y. SUITE $/ JACKSONVILLE,FLORIDA 32216 PHONE NO. (404)29&-4o.Z25 I HEREBY GERTIFYTHAT THI5 If,-)L/hJ CIA,42`/ , PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND 5URVEYOR5 IN ACCORDANCE WITH CHAPTER 21HH-6, FLA. ADMINISTRATIVE CODE (PURSUANT TO SECTION 4-72.02'1,FLORIDA STATUTES), AND FURTHER CERTIFY THAT THERE ARE NO VISI ROAGHMET5 ! ON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON TH15 SURVEY. SURVEYEDOGT• // 1443. j h CHARLES P. BA59ETT JR. RE6. LAND SURVEYOR FLA. NO. 4591 5=14TEi.H SURVEYORS, INC. L. B. NO. 5613 BEARING DATUM BASED ON PLAT Bocce 4eo, PAGES ?4A,vo 94A FLOOD ZONE(5) ,.X A5 BEST A5GER T AINED FROM THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER /2007'9 - 000/ 0 DATED 4-/-7-.el FIELD BOOK NO.: 72 PA6E(5): 40 LEGAL NIA ORDER NO. /O- 93_p.¢ COMPUTER FILE,A646,R14 AGAD FILE. N/A 5GALE: / Zd'_FILE NO. 5T-44Z , G i 93 CITY OF Office of Building Official PIE-- REQUEST FOR INSPECTION Date 0-417 Permit No. Time / 3_ A. Received PM Jo Add Locality Owner's Name Contractor BUILDING CONCRETE RICAL PLUMBING MECHANICAL Framing ❑C Footing F7 Rough Wiring D Rough ❑ Air Cond. & Cl Re Roofing ❑ Slab 1-1 Temp Pole ❑ Top Out ❑ Heating Insulation E Lintel C FinalSewer 7, Fire Place ❑ Pre Fab READY FOR INSPECTION A.M.. Mon. Tues. Wed. Thurs. Friday P.M. --E Inspection Made --_ ___P.M. Inspector Final Inspection f7 Certificate of Occupancy L C �� Date _- CITY OF 4d4#9& Re=,4-0;& Office of Building Official REQUEST FOR INSPECTION , 4' : 7cry Date Permit Time / Ay Received Job Address Loc4lity Owner's �/J' ! f' Name- 1 5 Contractor _ BUIL, DING,_..% CONCRETE ELECTRICAL �LUMBIN MECHANTCA4 Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Con ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. FridayP.M. Inspection Made -P Inspector �ificate l I of cu y Date CITY OF 4&ws4-c BewA-&9 Office of Building Official REQUEST FOR INSPECTION r Date f L i—� Permit No. Time � �j �r A.M. Received P.M. Job Ad rens 7 Locality Owner's Al Name Contra or BUILDING CO CRETE ELECT PLU G ECHANICAL Framing 11Footing ElRough Wiring Li Rough ❑ ``'Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. A,M. Inspection Made Inspector cems-+- Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF 4&aotive AFct- 0;kv" Office of Building Offici ' `/REQUEST FOR INSPECTI N 4/� Date___ // 2 3 — Permit No. Time /! . 0 -73,0 /�7 Received _P.M Jot Addr-,I's � Locality Owner's Name - -- — --_—Contra ocf __. ------ ------ — — "01 ILL D g ELECTICA� L PLUMBING ECHANICA Framingg Footing TE F�'g 'J Rough l Air Cond. & Re Roofing Slab C Temp Pole Top Out Heating Insulation ❑ Lintel C_i Final Sewei Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues Wed Thurs Friday _ _ E W Inspection Made InspectorFinal Inspection. Certificate of Occupancy (' / Date UTY OF oq&4oduc A - Office of Building Official REQUEST FOR INSPEC ON Date _ 5 Permit No. Time ' A.M. Received PM, Job r s / y Name Contractor �/ /✓ �--� BUILDING �� CONCRETE ELECTRICAL PLUMBING MECHANICAL ❑ Footing ❑ Rough Wiring ❑ Rough I Air Cond. & C1 Re Roofing ❑ Slab ❑ Temp Pole I" Top Out ❑ Heating Insulation Lintel 11 Final Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. ? Wed. Thurs. Friday P.M. Inspection Made P.M. inspector Final Inspection f Certificate of Occupancy Date _ _ CITY OF riva4,c 3wz4-0;&u -tC Office of Building Official REQUEST FOR INSPECTION Date_ — Pc — l? 3y Permit No. Time �13,15tL./ Received © P.M. Job ess Local Owner's Name � Contractor L�/ate BUILDING +CONCRETE ELECTRICAL PLUMBING CH Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday S A.M. /�d /eo At-, Inspection Made �^ t ^{ —PM, Inspector / Final Inspection ❑ Certificate of Occupancy ❑ Date e` CITY OF 4&4a4'c Be4C4- ,moi&U4C14 Office of Building Official REQUEST FOR INSPECTION (y/ Date ✓ ` Permit No. J Time Received P, , District No. 0J � �dL Job A s /� Owner's /JI Name / Contractor BUILDING CONGR T ELECTRICAL PLUMBING MECHANICAL Framing ❑ Foot ng Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. W Thurs. Frida P.. A.M. Inspection Made 4 / P.M. Inspector Final Inspection❑ Certificate of Occupancy Date �}��//� ��I� /CITY OF TY&4A14C !3 eac.4- Office of Building Official REQUEST FOR INSPECTION Date Permit No. Ll 8 Time Received P ^I Address Locali y Owner'rXV) y y� Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING ` MECHANICAL Framing ❑ Footing ❑ Rough Wiring D oug Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made PM. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF 4&*K 0 13wc4-IM4d,a Office of Building Official REQUEST FOR INSPECTION / p D Date ��'~ ` `-� Permit No. Time A.M. Received CJ P.M. �District No. Jobe Locality Owner's ((/JJ'�`""Jj, Name Contractor BUILDING CONCRETE ELECTRICAL CPaW ING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole D. Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. T Wed. Friday P.M. Inspection Made Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF >�G!ct�ctcc t�i�aek — 7�0�cww 800 SEMINOLE ROAD - - - ATLANTIC BEACH,FLORMA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: 3- 9 3 Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Dumber Address 'ZI5 `� / -�2 /.3 C AcG *rely, Building Department f ( FL MP { YN M"LOPMENT YNFORMATXGU Type of Developments Flood Zones i �-•�--...caw Requrired Lowest Floor t�levatAon s wwwwwrwwwwrrww.rw • If building As located Within a flood hazard sone; a survey auat be wade AFTER The WAS NAB BMREO, certifying that the LOWEST FLOOR gLgVAT=OM Aar equal.to or above the base flood elevation established four that sono• No final i j nnepeation viii be n+lade and no wrtia6ioate at ocovpanay Will be Araued until the Wuvver Awes 'Pile with the Building Department. a• f COMMENTSs Applicant Acknowledgements Y underwtend that the issuance of this permit In ooatiogent upon the , above information being correct and that the piano and supporting data have boo or shall be provided an required.` t a0ree to ooapiy with all applicable provisions of OrdiaOnce Xe. 29-7-AS and all other lave or ordinances affecting tie proposed development• i • `late- i JLC t•� SiOnatN ` 1 •�� .-��www•�irrMM� •��.�rw��r��r.r w.rr�rr .��.w•w .rww .• li II i f i i f Department Use Required Lowest Floor 194 ation An Biuilt Lowest Floor Sl atioe Survey Filed with Ouildl, a D"wrtwent ; i II 1 �Il.•w►w+wr.r-.�.rwwrrw�_-_.rr�.-1 .�.Lr.r-ww_rw ild�ng Department Bepr sentative A r I page 3 , A i i Q � A U c 171993 Building and Zoning ar �b f c1 in y � � /A/C7 . 85 Nicole Lane •Atlantic Beach, FL 32233 • (904)249-3000 FAX(904)249-3004 i i TRANSMITTAL DOCIUMENT FOR JEA DATE: i The following permits have passed "rough" inspection: Permit No. Address ea xMxWxexj xcra GAxx. Please update your records accordingly.' y �., t-j s c�Iz n C7 ��r RK CITY OF A'T'LANTIC BEACH i /vch j i I i M i f BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC ©EACH, FLORIDA 32203 APPLICATION FOR MECHANICAL- PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete ell items in sections I, II, III, and IV. LOCATION Street Address,:OF Intersecting Streets: 801-000 And ! -------------_. NILDING 11. IDENTIFICATION — To be completed by all applicants In consideration of permit q;ven for doing the work at described in the abcve statement we hereby aq,ee to re•ic••n taid -o•i .nh Me attec►�ed plans and specif;cat;ons which are a part hereof and in accordance w;to the Gty of Jackton�Te ord;�erces 4&-j �'rse s o/ good practice listed therein. Naw of hl0cheniulr Contractors p ceetracter (Prin /t) V i /t� ��/ �L o, Master O 3 N4 me of Mprty Owner I_ �rj,/ • p C 3,� s4asture of Owner / Signature of w AvAer;s•d Agent CC V S --�(J�L(i Architect or Enq;neer Ill. tifNBL L INFORMATION A. Type of heating fuel: e• IS OTHER CONSTRUCTION BEING DONE ON Q Electric THIS BUILDING OR SITE T Q Gee-W tJ ❑ Natural ❑ Centre)Utility IF YES, GIVE HUMMER 0/ CONSTRUCTION ❑ Oil PERMIT ❑ Cith- -- Spec;fy IV. b4K>t Wtt:AL EQUIPMENT TO It INSTALLED NATURE OF WORK (Ro lle complete W of componeeN on beth of this form) W Residential or (1 Commercial O Heat ❑ Spece ❑ Recoaad O cental O Fieor D New Building ❑ Air Corm Irtiooing: ❑ Room ❑ Cental O Existing Building Cl Duct Sysfow,: hleieriet Tbckooa - ❑ Replacement Of existing system Masinmum capacity e.fatm• ❑ Now installation(No system previously installed) (] Rehigoafae ❑ Extension or add-on to existing sy3tem ❑ Cooli lower: CapeeityQ Other — Specify v.n.ttt. ❑ Fla sprinhbrs: Nernber of h"/e -- ❑ Eiewto► ❑ t+taelih ❑ bcelator..____-�_. leussber) . THIS SPACE FOR oflcil use ONLY ❑ G e wlie m fwwtY` (number) (��♦) ® Tonlis (twm1w) Ratnerhs i ❑ VBG (twn►berl ❑ UePwed Pressure vetea ❑ Ieieee Permit Approved by Dam ❑ QfbsM — oy 9247�f Permit he. 118T ALL EQUIPMENT AR aWWlONING AND REFRIGERATION F.QULPMENT !tt>�ber Zlnita Det>tcrlptlatn I O&I Number 7KaAutactu»r (3bru)y A roves WATIING 1 FURNACES. BOILERS, FIREPLACES -`- ltumbes fit+ D7eecrbptloa W0041 Number >I[aautarturer 4pad)r AppP�� AST TANXS .......... -------------- liver Mmy ' A ser Nagle aatial P��O`ritmg AW Dbunsims No. ''� TyC'ONa—_Manutactuses —. ncP �� U b 4M DEPARTMENT,OF BUILDING CITY OF ATLANTIC BEACH . PERM - LOCATION INFORMATION -- P+ > 3V�amxer 573 Address 8 NICOLE LANE � rmi t Type MECHANICAL ATLANTIC BEACH, FLORIDA 32233 C1 z o Work NEW LEGAL DESCRIPTION C n t . Type WOOD FRAME Lot.: Blcr+rxk; Section: koposed Usp,. , SINGLE FAMILY TownshiR< 1 1lin s z � I Cede. Q Subdivision: TIFFANY BY THE- SEA Rs , (mated vale $0 .00 Tmprov.u Cost . $0 .00 g Total Epees Amount Iat 3/93 Wo, k 't s TRAL REIN AND AIR IN NEW SINGLE: FAM.I LY RESIDENCE r a ». . 'ETON �y _ . APPLICATION.' -- H . . x PER IT 69-QC3 Ad LANE, WATER IMF.A�"T FEE e I C`1I 'FLORIDA � 'm SE4100 0 IMPAC FEE: mA v 0 RADON GASH.:R S, S0`100 -. .. _ O FORMATION - - --_ RADON GSH - D .CDQ Name. �• HEAT , AR WATER, TAP $0 .0 ] . . mElt "TAF $0 .00 KEPT EACH 'FLORIDA 32235 HYDRAULIC SHARE $0 :00 Type 4 EtEINSPECT FRE SE<.m H IMPACT' FEE .�Da ti.#nFTam, r�.v >TM^nmaua .,,ramie sty, so . 'w I ?TS V h f c., NOTICE-�ALL CONCRETE�FORMS AND FOOTINGS MUST�BE INSPECTED BEFORE�Ousklw PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BU OtNG MAT ERlaL,RUBBISH AND DEBRIS FROM THIS WORK MUST`NOT BE PLACED IN PUBLIC SPACE,AND"MUST BE CURED UP AND HAULED AWAY BY EITH'E CONTRACTOR OR OWNER ` AILURE TCOMPLY WITH THE MECHANICS" LIEN LAW CAN RESULT IN ISR©PETTY ClWNER PAYING TWICE FOR BUILt3iNG IMPRO�/�MENTS," TSB )ED,ACCORDING TO APPROVED PLANS WHICH CH ARE PART OF THIS PERMIT ANQ SUBJEGw 13EVOaft W, `N "ATION OF`APPLICABLE PROVISIONS Of LAW. T REB 369.0 t o vv RECEIPT R. , 6990 ' ATLANTIC BEACH BU LDING DEPARTMENT ` w4r BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC ONACH, FLORIDA 32233 APPLICATION FOR MECHANICAL- PERMIT - CAL6NNUMeeA IMPORTANT -- Applicant to complete all items in sections 1, 11, 111, and IV. LOCATION Street Address: t L�• OF . Infessecting Sireat$: Het.eeo And BUILDING Sub•divilion 11. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doinq the work a described in the abcve statement we hereby agree to re•ferm Laid ..o•. •- s::: oa•:e .,th the oftaclvd plans end specifications which are a part hereof end in accordance with the City of JacktOnvXe ordir•aeces a-a ►v-:r a, of good practice listed therein. Name of Mechanical ^� / Contractors Contractor (Prints r'W Marler (f Name of Property Owner Si�asture of Ow r Signature of w AwAor ked Age" Architect or Engineer 111. GEN R ON A' To,of •ting fuel: �• f 1S OTHER CONSTRUCTION BEING ON N Hectri THIS BUILDING OR SITE? Q Gss—❑ [3 Natural ❑ Central Utility IF YES. GIVE NutABER�QIF CC� �RUCTION �-- (3 09 PERMIT � ❑ Other — Specify IV, mICHANICJII. EQUI►MWT TO IS INSTALLIMI ATUAEOF WORK IF 40 c4sn8p6la,let of componsnk on backthis(ort") Residential or H Commercial ; Hest ❑ Spaa E03Reu : Control O hoot Now Building Air Coed,fiooino: Q Room C offal Existing Building Duct Syvhlss. Mahtiaa Twcko--ILVI... Replacement of existing system maitmum capacity_.�o c,f,m New Installation(No system previously Instanedlk a- O Extension or add-on to existing system ❑ ReN900 two . ❑ ether — Specify .._,. ❑ Cooling to.«: Capacity VP+o• ❑ Fine eprrinklon: Number of Mad■ – ❑ Elewtw ❑ Maolih ❑ Esulator,.._... I,wmberi THIS VACS FOR OiflCi eJii ONLY ❑ GaoOl,M punips Illid"66144,111 ❑ T&A' (numbers Remarks (3 LPG camel ❑ h 13win rmit Approved by Oato. O Otk,w — Specify Permit Bea LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION FQUIPNENT ty At L-` NumberUnits Dwrtp Mod I Number Manufacturer (31;W—) R HEATING = FURNACES. BOILERS, FIREPLACES • ty rwwv�+s Number Units I)eee Duan Mo ) Ms Number nufsctw w Ct�TV) Ass my M t sL✓ QQQ0 7__11 [A Cj0Ve?1ef L' T1►HICS • • ` Avt►)tlsay Noeclnal Capacity TYPO LIqutd Name Of Serial Approving &WaDbnansdona Contatnor _- Uanufactu rer No. /lgency Cv9 d 6480 DEPARTMENT OF BUILDING CITY,OF ATLANTIC BEACH rNP NATIO Lc z it Nt#ub Addr es s 8 5, M CC LANE . ATLA1NT Pw" SEMI; F+'V)P TDA 3 2 NEW u € i . AMsection: 1 9 ri � : �.hdi vi -:Townsh ppAY BY TH . SEA 7 1 u � , c I VIRB `' ATr011 --- APPLICATION FSES far A 1Irv `L O Its' t n.��, �� 7 ' WATER METER CION = t R.NDIO N GAS. ;:ISI ,.- , I. ER w TERIT 219 00 SI R 3r TAP ; { MLE FLOR'T,DA 32216 HYDRAULTC SHARE OTS; P. d NOTICE--r ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING k PERMIT VOID SIX MONTHS AFTER }ATE OF ISSUE f3Ul 'DINIG,MATERIAL,RUBBISH ANIS DEBRIS FROM THIS WORK MUST NOT,St PLACED f N RUBLIC SPACE,AND MUST BE CIL�iRE'D UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER js l.UR TO COMPLY WITH THE N�ECHANICS' LIEN L�►W CAN RESULT IN " 'PRO TY C WNE t PAYING_TWICE FOR BUIL; 1 1 i I P# OV EMENTS.'' ttSS ED ACCORD fN TO APPROVEQ PLANS WHICH ARE PART OF THIS PERMIT AICD $Ug,)1~ 4 RE ( Y TICJN OFAPPL CABLE.PF&4 ISIOfNS OF LAW. Ii , VD 441 ILS 7tO'SERCH �iUlbiNC3 DEPARTMENT 081962 rr d &r DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH -~ PERM IIT INFORMATION LOCATION INFORMATION --------- N umbe-r: 6837 Address * 05IICOLII` LANE Permit Type: MECHANICAL, _ ATLANTIC BEACH, FLORIDA 32233 ass of Work: Nom. .._ LEGAL DESCRIPTION ---- on Lr. Tripe: WOOD FRAME Lot : B"jsick. aeetiern. r rpca dSINGLE, PAM ILY' Terut,nsbi p SNC! ellinc : I code!, C? Subdi.vis o . TIFFANY BY THE SEA t ►I ed Value. > : Improv . Cost ; AmounV� r LArk 77-77 . ,i.ION CATION FEES «. .. PEI !I fi LANER'R �� Std �00 FLORF'1 4+ ��Y ! flM 4�H'uV d M �� n 4A� fe",yyyyz ; . Pikd s RADON -OAS-R.R.s. $0.00 . RC? "CRMATI ,N $0 .00 , , kame« �,.N = ��6 WA'Fk SAP ... F .��. _ $0 .X 0 d � kR �`�;, =S�T°H W�m , _,.m S EWER� TAP $0 .00 7A LLQ B ARCH L. HY RAULIC SHARE $0 .00 Mhk a Y?L.:,� 4 Type p 3 : CAPITAL IMPROVE, SEC.111 IMPACT FEE60 F p 4 Y kI I t NOT —ALL CONCRETE FORMS AND F©OTiNtiS MUST 6i1:INSPECTED,�E�ORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE JILE It a MATERIAL,RUBBISH AND DEBRIS-FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE EARED UP AND.HAULED AWAY 9Y EITHER WNTRACTOR OR OWNER f `gF ILt RE, 0 C©IIP Y WITH THE MECHANICS'LIEN LAW CAN RESULT IN ' RR�J "' "It 'OWNER'PAYING TWICE FDR BUILt N i''IMPROVENIEN ITg." I IJED ACCORQI G TO APPROYED PLANS WHICH ARE PART OF THIS PERMIT AND SUB TO RE ,�,R ATION OF AP LICABLE PRQ► SIOfiJS OF LAW. WA AT NTIC BEACH BJILDING DEPARTMENT f ; �I69f47 CITY OF ATLANTIC BEACH APPLICATION FOR /PLUMBING PERMIT JOB LOCATION: OWNER OF PRGPERTY :____ f?��____________________________________ BUILDING CONTRACTOR:___ -- 11----------------------------------- PLUMBING CONTRACTOR �� ,�;�,, __ _ ___----_-------__!�___-_: _____________ AND ADDRESS: ____________________________________________ TELEPHONE NUMBER: G✓ l STATE LICENSE NO: L � ' TYPE OF BUILDING: ?_____________ SINKS _ LSHOWERS ___-�5__-LAVATORY WATER HEATERS ----BATH TUBS f_ DISHWASHERS URINALS f --_--WASHING MACHINE -------------FLOOR DRAINS SHOWER PANS OTHER________________ TOTAL FIXTURE COUNT:_/_`�~' x $3. 50 + $15. 00 = $ ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5626 9- f � hock 93 C.-22 I s �; CiSY 0)PRO r3 gUPLDING OFFICE ' App 0 21g�2 F / DePartment of Community Affairs SU: 5056 ` ALORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60MW Component Prescriptive Method A NORTH rROAC| | BUILDER: AND HDUM ! PERMITTING | CLIMATE ~_� ~�+~ ! OFFICE:: | ZONE: 1 | _ | 2 | _ | 3 |�) OWNER: ! PERMIT NO. | JURISDICTION NO.1. . New copsfg,14ction or addition ~ ' Ck� 1 . New Construction \�~� 2 ifamily attached 2. Single-Fah ily 3. If Multis 3. 4. If MultilJokly. is this a worst case (yes/no ) 4 . 5. ConditiaQVf1lor area (sq .ft . ) 5. 2800.00 --- 6. Predomi Oeave overhang ( ft . ) 6 . 0.00 7 Porc length (ft ) 7 4.0(::) ^�=� ^ n g . , 8. Glass type: Single Pane Double Pane a. Clear Qk4ds108a. 0. 0sqft 850.00sqft b . Tintv n r solar scree8b . 0.0sqft 0.00sqft 9. Floor t insulation: a. Slab on: grade (R-value, perimeter ) 9a . R= 0.00 , 160.00 ft b . Wood , raised ( R-value, area ) 9b . R=19 .00 , 437.00 sqft 10 Net Wall type area and i l ti a. +�^�^ Emteriorr R. Wood f ( Insulation R-value ) 10a-2 R=20.00, 2484.00sqft____ a Ad -value) 10a-2 R=20 .00, 202 .00sqft_�c� 11 .Ceili - a. U tion R-value ) 11a .R=30.00 , 1727 .00sqft_2_~ _ 12.Air distp, �bytion systems a . D Location) 12a . R= 6.00 IS.Cooling Q4 13. Type: Central A/C SEER: 10.00 14.Heating System: 14. Type: Heat Pump HSPF: 7 .00 � . 15.Hot w 15. Type: ElectricZITO~ r EF : 0.92 16.Hot W te HR-Heat Recovery, 16. HR i �od Heat Pump ) . ^_~~- 17. Infil practice: IN 2 or 3 17. 2 18.HVAC Cr (CF-Ceiling Fan, CV-Cross vent , 18. MZ HF-Whole house fan, RB-Attic radiant bar 'ier , MZ-Multizone) 19.EPI (must not exceed 100 points) 19 . 99. 17 _±�~ a. Total As_Bui1t points 19a . 42873.28 b . Total Base points 19b . 43231 .63 ` ,` -------------__________________________________________________________________ ----------- - ' ' ----------------------------------- I Hereb1 Review of the plans and specifications specificatAWcovered1 cnve.'ed b / Lhis caloulatian indicatus iatton aromp11ance with the | co.,pliance with the F/.ergy, Florida Energy Code. | Coda . Dero.e FPEPARED BY. UH|E | 1 hereby ng i, ( in lEnergy | Code. ( OWNER/A | BUILDINGOFFICIAL ~- �- ~ �`� ------ -_.. . . _______�_______ DATE: - *'~ | DATE : -- __ _____--�-__�___+=�_____-__________ ' (19 Yv/ CITY OF ATLANTIC BEACH, FLORIDA Approved by ----JAPPLICATION FOR ELECTRICAL PERMIT CL j TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 2 2 T 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. w li ot... Tedcl Cir- ' Ge-o r e ltd, a Ires ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE NAME ?li�Z-> j I c ' ADDRESS:_ a N"CO be ..L-#I- RFD-BOX- SLOG. FD BOXBLDG.SIZE 2<7o (3 BETWEEN: RES. (vi APT.( ) COMM.( ) PUBLIC( ) INDUS.{ ) NEW N' OLD I ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ.FT. SERVICE: NEW I ' INCREASE ( ► REPAIR { ) FEE CONDUCTOR SIZE 4/0 AMPS ,20© COPPER f ALUM, � 1 SWITCH OR BREAKER ZOO AMPS PH 3W 2-9VVOLT RACEWAY `� d EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 A"" SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS, OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0'1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS TRANSF UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED $ TOTAL FEES CITY OF Office of Building Official REQUEST FOR INSPECTION C/ Date Permit No. / Time Received a M. / District No. Job Address / Locality Owner's __ Name Contractor c BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole D. Top Out ❑ Heating Lintel ❑ Fire Place p Pre Fab RE OR INSPECTION A.M. Mon. �Tues. �{ Wed. Thur Friday P.M. Inspection Made _3 ` A. pMj i Inspector - Final Inspection❑ Certificate of Occupancy Date (0(07-`7S ARCHITECT/ENGINEERS CERTIFICATION COASTAL CONSTRUCTION CODE FOR ALL MAJOR STRUCTURES TO BE LOCATED WITHIN CITY OF ATLANTIC BEACH, FLORIDA APPLICANT' S NAME PHONE DATE r11__z_ OWNER NAME: R.E. TAX NO. : TYPE OF PROJECT: (V)New Home ( )Residential Addition ( )Garage ( )Pool ( )New Commercial ( )Commercial Addition ( )Other 911 STREET ADRESS: `> >w; c !c. L�<, _ p.s ,>�� C x s� { ) We claim the structure to be exempt as follows: ( ) Garage with no provision for occupancy - detached one and two family only ( ) Pier, Dock, etc. ( ) Other (Specify) 1 also certify a structure listed above may be remodeled or converted to - empt use without being upgraded to fully comply witY aES!k" -� C Signed: Date: _ 112 1 CERTIFICATION This certifies that the plans and specifications submitted and sealed by the undersigned meet all criteria set forth by the City of Atlantic Beach Coastal Construction Code. Roof covering is exempt from the 110 mph requirements of the Coastal Construction Code, but meet all the other requirements of the City of Atlantic Beach Building Code. ( 4/ The structure including foundation, frame, roof decking, exterior walls and floors has been designed for wind loads of 110 mph, with all design complying with--the 19c� /, Chapter 12 , Standard Building Code. ----------------------------------------------------------------- ( Windows, doors and all other exterior devices comply with the 110 mph wind load. ----------------------------------------------------------------- {�j The structure is located outside the area affected by wave forces, OR ( ) The structure is capable of withstanding wave forces resulting from a wave crest height of feet above MSL including uplift forces. ----------------------------------------------------------------- ( ) The structure is located in FIA Zone A and the foundation design has considered possible exposure to water and erosion, OR ( The structure is located in FIA Zone X and the foundation will not be exposed to hydrodynamic, hydrostatic load. or water scour , OR ( ) Foundation design has been completed with floor ; elevation above the specified Stillwater elevation, and to resist wave, hydrodynamic, hydrostatic and wind loads acting simultaneously with dead loads. Erosion computations for the foundation design have taken into account the projected 30-year erosion dosses frtrs► ar - 04 year storm everit-�..""a t"d---fAl-t-.._ 'Ct'=l-"'an-, lateral erosion including scour caused by the structural components _ --r .r----......-------------------------.�--�..-----------------...-- ( No excavation of dunes is included in this project , OR ( ) Dune ejicavation permit is attached. ---------- ---r---------------------------------------------- Certifi ' day of 19 (SEAL) r Jj//�f/ l F1 a rchitect's License No. P ofessional Engineer's License No. ILA. 1041 LAW � Maio"re"ape Coe of (9jammAr"dwWrIenwnt a►ws/A�s w+ou►Lla�ts/ LIQ blhQrit it mttp tontern: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. -} w Description of property...... .......... .......«p ........»��'..st .... .....� .......»...... ..« r.. '.,. 1.l ..., ...........L.> ....».......«....»««.«......«..«.«.... . »...»»» _........................................»....»....«...........««...............«..........................................«.......«.............«»....«..«..»..........�..�«..... ..« General dawipB of ......... ....... ... S..�c�� F M( -�j ............... ... ............................».....».«...............«.»....«.........»...................................... «...«.. .......» Ownw.... f"..g�.................PJI.................................«.««...........................................»........«............................ .»..»......._............. .._»»»».»....». Address..... ...... 3 .....»»..... Owners irdered in silt of the improvewme....................».....................»....«.............»«....»«.»....«»..............»...»...«..«.«. «...». fee Simple Tele holder (if other than Owner) Narrle.........................................................................«.»................................................................«»...................»..».......,...»... ..«»..«»»..... .». ...............»..........«.««.................»««..«......»......«.......«..............».......«......««..»............. .««.........�...»..«.»..._...�r...«._ ».. ». Caitrador....`�.. ...,«.......1. . ...�...»».....»....«..»....««.........,....................... «.« .......» ...»»�......»». (;�4�JTi.' ....«. ..�' :N... fit, a22 9 3 surelyVany}...«..».. ........«........................»...«...,...«.»«..«.».».«................................««.«».....».......». Addrese»......«« .....«»»«.».........._.....«..........«.«.............»..««.. ...»............... of bond i........»«. .»..« Name of person within t6 Slah of Aoride &*now by Owner upon whose nadm or ed+er doamoo my be served - �... 2-7- In ZIn addition to himself.owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (F), Florida Statutes. (Fill In at Owner's option). Naew......«»...............«......«...........».......«........««...«.»««».««.......»«»....«........«.....».»........«.......«....«»...«» ....«....... Address..............»..»............».».....................«.................«................................_.._« ..,.. Me SPA"FOR MWOMOSM•e use of"m Sworn to and subsan6ed 6e60 tae Ilt�.•.» »�»�.»»»« ......................... �Q AR STATE i3F'F' RIDA PU�L1C 1,ty Coram FxF, �27/96 COMM SNE', CC220017 Department C:a..l:• Community Affairs, (3HC 5056 ' CIRIDA ENERGY EFFICIENCY (:ODES: F=(..R :(=tUIL.D:I:rlG CONSTRUCTION N F'(]RM FAQ iA Residential f.;r.!rrl3ac.;r}r.-,nt., Prescriptive I''It:•:''t:hod A NORTH 'PROJECT NAA Z ! C:j(..� I;I....r:)E 4�;,, � :., T ti. .......... . „...... AND AC.)Ta�'{E I , 1 PE R I ! i l r•I(.3 1. 1._..l l''ATE !.._ --� /�h Ji`f I ! OFF C:`•E s FAL. { r:(:71`d E:;i :I. l ._ I c 0WNE,Fix E=E.EtI`l.l l rkC:l„ J'(..Jr,.l,..sA) I ( rI(1!'! i'f(.3., . . 1. . New construction or addi.'t:i.or", 1 1'14::•?w Construction ucti.is{i'i R Single Why'ly detached or I''It..t:lti.fami. l.y iai't,'t:cti:.:tlC•.•T.d c:''..a �.�is.r-rc;ile"..1:::'i:tin.il.y .....r 3, if Mt..t l t i f pm'i l y..-Nr.:a . of units 13" 4 . If M t..t 1 t l f a m i l y, is this iat worst caseF? (Yes/no ) 4 . 5. C cnrit i cnitf1rc r area (s1 . t . � 5. R800 .0O 6. F'redomi.na�t , 'avrw overhang ('f t. „ ) 6. t;.'f-}'? 1. Porch cang length ('ft „ ) 7., ;:.i.. ::;(::) " Single l"':Fil n kill Double I-t a 1 I B. (:31:a�¢ type.�r ,�3�ct al Clear Ga. .} _}...t..l f.l. �7,.J_}. .. ! .a I f .�..... _. b » Tint screen 8b . O .r�i�:q f t: t}., ;:}t•?r_t_I3•'l; ......_.•....._.. Floorty Ad ii-�st~ lations Slab "lade ( '.«. - • .i - r'.:;a . •.... 0 .i,�f 1 _ 0.0...i ..i s .� ,a1.�h ��11t radt� ,Fi v�1t.t� . perimeter )t:k:::t" ) ::. F�:..... .: _. ,1 :I t:> t' ._ t}. WCaod , r ir..sed (Fi•....Va1l..leC', r.':trir:•'iat ) 9b .R=19 .00_'.9 .:t.?0 n 437.00 _'<.'l't`' t: 10.1'•Iet: Wall type area and insulation: ! . E ;i'(?C?raC!1'"u 2. Wood 'fr'iiti'!It'::' ( insulation t::;.._.val.lt.l.i:•:' ) 10a... 2 R=20„009 248A .t] :a. & Wood frame ( insulation Ft._..v<':a l t..te) 10a c:.. l::{-::�r.'•_i „t.}f,i,, r:..t.�i-'.,t.i :t::ia.7:.t: ��""' :I. 1 .C:eiling type area and i.r}<.t:,t_t:I.ati.or'};i {a . Under' attic ( Insulation F;;....,",.aa:1t_ie::? ) 11a .F;-::::::30.0O 18.A i r disci .i ut i on systems a. D 1.1 cA N ( I r}5a 1_l 1 ci t a.f::a}"} "4' Location) 12a . R= 6.00, .. . x ,.; :i.'M3.Cool ing '*Jxiem 13 . Types ('::t::•nt:}'"a1. A/(:.. ,E:::l-_Ri, :I.t} .i;it') ' 14.,Hei:a t:i ng System: . p f• 1. i . Types e:�? ;, L.•I i='a-t t` Pump 1 t E= HSPFN 7 .00 1.5.I...!ot Wr`•1ter syistemn .`."a Types". !"1.i::< 't:r""t:: a. i:;? Electric 16.4.9e.:at Wa't,e06red i.is t (HR-Heat Ree:::r_.a,.,t:-;'.i..y :I. &F'lbed i ct•:ated Heat 1='t_tmp ) 1: . ln f s 1 tr a ti d npractices 1 , = or ' 1 r ,. A 18. " \ A : «} edi,{s (CF-Ceiling vent, Fan,}}M1 '„�;�..... � 4 ::3 n 1400ole house 'far}, RB-Attic rai::i:i..:ant; barrierp MZ-Multizone) 19.EF':l (must not exceed 100 points) 1.9. 99 . .i .1 .. a. TCStai1, As_Bui1t points 19a . 42873.28 b . To tl Base points 19h . 431:.:.3.I .K-.': xs �M1w .I. Hereby 4»* _ fly that the plans ,.�, d ! Review i 1!:•:. !.: . :and sI:.aeci'i':i.t":ati.ont:� n }:) ...t... .t? 7 f::ra t Cq��' covered t:i y this 1.!..!.: �.....- :•. ,, i.� , . . ..., Lion 6 �. ,.i"�t 1 c•t r'e .x 4'"i. t..o t i f(:"ala.a n r_rr.: with t.h a•. 1 cowplianne with tna Vn. urgy ,: i }. t a:.:!a Selby b`;;r C:.t_ toe. i:_wd2 . Dur"Ce ,...,i t , a a DATE I he-?r"e:?I?y cert that this building ;. '::. in e:or'epliant&"ith FjOrida Energy Code. OW3'4ER/Al_"7E Y.., . .:srrw. «. .«.. ! BUILDING OFFICIAL ;: -----------------------DATEm . 1 CITY OF ATLANTIC BEACH BUILDING PERMIT CALCULATION SHEET Address -- Date_ Heated Square Footage � @ $__22._00 per sq ft = $ Garage/Shed ____13___@ $ / Y.00 per sq ft = $ �� Carport/Porch ' @ $ Per sq ft = $ __ Deck @ $ q•00 per sq ft = $ l2 Patio @ $...._ __per sq ft = $ TOTAL ,VALUAT ION: $ 3 Total Valuation 1st $ /00)6 /.�� 173 , . G �� S �O Remaining Value $3. per thousand or portion thereof TOTAL BUILDING FEE $ � b + 1/2 Filing Fee $_ �o (t ) Fireplaces @ $15 .00 $ !S©0 BUILDING PERMIT FEE $ f�� BUILDING PERMIT $ WATER CONNECTION $� _ SEWER CONNECTION $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ (191c) RADON (HRS) .0095 $ (1. 57 RADON (CAB) .0005 $ SECTION H PAVING { ) $ HYDRAULIC SHARES $ OTHER $ GRAND TOTAL DUE $`��µ�~"v ADDITIONAL PERMITS OR FEES: Mechanical ✓_; Plumbing_ --�~ Electric/New ✓ Electric/Temp , Sw} gPool_____ Septic Tank ; Well Sign c/ Finish Floor Elevation Survey Other v" 00(2_57AL Co nt S 7,eaC T/o CALCULATIONS and/or NOTES: Department of Community Affairs- FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTIO FORM 60OA-93 Residential Component Prescriptive Method A NORTH 13 PROJECT NAME: BUILDER: AND ADDRESS: PERMITTINGCLIMATE OFFICE: (,, ZONE: 1 ❑2 ❑3 OWNER: PERMIT N0. JURISDICTION NO.: Please Print CK 1. New construction or addition 1 Naw 2. Single family detached or Multifamily attached 2. lW C- M.tLYy� 3. If Multifamily-No.of units covered by this submission 3. 4. If Multifamily, is this a worst case(yes/no) 4. 5. Conditioned floor area (sq. ft.) 5. z foy 6. Predominant eave overhang (ft.) 6. 7. Porch overhang length (ft.) 7. 8. Glass area and type: Single Pane Double Pane a. Clear glass 8a. sq. ft. '5S 4 0, sq. ft. b. Tint, film or solar screen 8b. sq. ft. sq. ft. 9. Floor type and insulation: a. Slab on grade (R-value + perimeter) 9a. R= 0 ((mo I.ft. lzoo b. Wood, raised (R-value+sq. ft.) 9b. R= Lit '117 sq. ft. c. Concrete, raised (R-value) 9c. R= sq. ft. 10. Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R-value) 10a-1 R= sq. ft. 2. Wood frame (Insulation R-value) 10a-2 R= Z6 Z4o4 sq. ft. 3. Steel (Insulation R-value) 10a-3 R sq. ft. 4. Log (Insulation R-value) 10a-4 R= sq. ft. b. Adjacent: 1. Concrete (Insulation R-value) 10b-1 R= sq. ft. 2. Wood frame (Insulation R-value) 10b-2 R= Esq. ft. 3. Steel (Insulation R-value) 1Ob-3 R= sq. ft. 4. Log (Insulation R-value) 10b-4 R= sq. ft. 11. Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a. R= _ sq. ft. b. Single assembly (Insulation R-value) 11b. R= sq. ft. 12. Air distribution systems (cond./uncond. v /" a. Ducts (Insulation + Location) 12a. R= (D ) / , b. Air Handler( Insulation + Location) 12b. R= , (cond./uncond.) 13. Cooling system p, / (Types:central-split,central-single pkg.,room unit,PTAC.,none) 13. Type: H SEER/EER/ OP: b 14. Heating system: 14. Type:- P (Types:heat pump,elec.strip,nat.gas,L.P.gas,room or PTAC,none) HSPF/COP/A E: 7 in, 15. Hot water system: 15. Type: (Types:elec.,natural gas,solar,L.P.gas,none) EF: 16. Hot Water Credits: ,,r+ a. Heat Recovery (HR) 16a. ✓ b. Dedicated Heat Pump(DHP) 16a. 17. Infiltration practice: 1, 2 or 3 17. �= 18. HVAC Credits(Type in Letter designation:CF-Ceiling Fan,CV-Cross vent, 18. M 2 HF-Whole house fan, RB-Attic radiant barrier,MZ-Multizone) 19. EPI (must not exceed 100 points) 119. t r7 a. Total As-Built points 19a. Hz%Z!�F FS" b. Total Base points 19b. 4A a7_3% I hereby certify that the plans and specifications cover by the calculation are in compliance with the Review of plans and specifications covered by this calculation indicates compliance with Florida Energy Code. the Florida Energy Code.Before construction is completed,this building will be inspected PREPARED BY ATE: � •�fL for compliance in accordance with Section 553.908,F.S. _ c+r I hereby certifythat this b �" i the ida gy Code. BUILDING OFFICIAL: OWNER AGENT, DATE: DATE: -1- SUMMER CALCULATIONS CLIMATE ZONES 1 2 3 GLASS BASE BASE GLASS SINGLE-PANE OR DOUBLE-PANE SUMMER AS-BUILT x SUMMER = SUMMER x SUMMER-POINT MULT. SUMMER POINT MULT. x OVERHANG= GLASS AREA PT.MULT. POINTS AREA CLEAR TINT' CLEAR TINT FACTOR(6A-1) SUM.PTS N 65.8 N 40.7 41.5 38.3 34.9 NE 65.8 NE 61.5 61.6 57.7 51.0 E 65.8 E 84.9 83.9 79.7 68.9 SE 65.8 SE 85.4 84.3 79.1 68.8 S 65.8 S 73.2 72.7 66.2 58.2 SW 65.8 SW 85.4 84.3 79.1 68.8 W 65.8 W 84.9 83.9 79.7 68.9 NW 65.8 NW 61.5 61.6 57.7 51.0 N H' 65.8 H' 290.2 250.1 267.0 195.3 QN J C7 COND TOTAL BASE BASE ADJUSTED AS-BUILT .15 x FLOOR - GLASS = ADJUST. x GLASS = GLASS GLASS AREA AREA FACTOR SUBTOTAL BASE SP SUBTOTAL .15 1 COMPONENT BASE SUMMER BASE COMPONENT SUMMER BASE DESCRIPTION AREA x POINT.MULT. SUMMER DESCRIPTION AREA x POINT.MULT. = SUMMER POINTS 6A-2 THRU 6A-6 POINTS EXTERIOR .9 a ADJACENT .7 3 1 1 EXTERIOR 6.1 cr g ADJACENT 2.4 1 UNDER ATTIC .6 j OR SINGLE .6 w ASSEMBLY .6 v BASE CEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING,AS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. SLAB(PERIMETER) -37.0 c RAISED AREA -3.99 J LL FOR SLAB ON GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR.FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. v v INFILTRATION 8.0 USE TOTAL FLOOR AREA OF CONDITIONED SPACE. v TOTAL COMPONENT BASE SUMMER POINTS TOTAL COMPONENT BASE SUMMER POINTS v COOLING BASE COOLING ITOTAL BASE BASE TOTAL AS-BUILT I AS-BUILT I AS-BUILT AS-BUILT SYSTEM SYSTEM x SUMMER = COOLING AS-BUILT x DM x CSM x CCM = COOLING MULTIPLIER POINTS POINTS SUM.PTS. 0-7 6A-8 0-19 POINTS .37 HOT NUMBER BASE BASE AS-BUILT NUMBER AS-BUILT AS-BUILT AS-BUILT WATER OF x HOT WATER = HOT WATER HOT WATER x OF x HWM x HCM = HOT WATER SYSTEM BEDROOMS MULTIPLIER POINTS SYSTEM DESC. BEDROOMS 6A-9 6A-20 POINTS 3803 H=HORIZONTAL GLASS(SKYLIGHTS) 'FOR GLASS WITH KNOWN SHADING COEFFICIENT,SEE SECTION 1.1 APPENDIX C.TINT MULTIPLIERS MAY BE USED FOR GLASS WITH SOLAR SCREENS,FILM,OR TINT. -2- ADDITIONAL TABLES CLIMATE ZONES 1 2 3 6A-18 HEATING CREDIT MULTIPLIERS HCM SYSTEM TYPE HEATING CREDIT MULTIPLIERS HCM Attic Radiant Barrier HCM .98 Multizone HCM .90 Natural Gas AFUE .68-.72 .73.77 .78-.82 .83-.87 .88-.92 .93&U HCM 59 .55 .51 .48 .45 .43 LP Gas HCM .79 1 .74 .69 5 .61 .5 6A-19 COOLING CREDIT MULTIPLIERS CCM SYSTEM TYPE COOLING CREDIT MULTIPLIERS CCM Ceiling Fans .86* Cross Ventilation •90* 'Credit may be taken for only Whole House Fan •90* one of these system types concurrently. Multizone .95 Attic Radiant Barrier .95 6A-20 HOT WATER CREDIT MULTIPLIERS HWCM SYSTEM TYPE HOT WATER CREDIT MULTIPLIERS HWCM Heat Recovery Unit With Air Conditioner Heat Pum HWCM .62 .58 Dedicated Heat Pump EF 2.0-2.49 2.5-2.99 3.0-3.49 3.5&U HWCM .44 .35 .29 .25 A HWM MUST BE USED IN CONJUNCTION WITH ALL HWCM.SEE TABLE 6A•9.EF MEANS ENERGY FACTOR. 6A-21 INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE#1 606.1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. Windows 606.1 Maximum of 0.34 CFM per linear foot of operable sash crack includes sliding lass doors). Exterior&Adjacent Doors 606.1 Maximum of 0.5 CFM per sq.ft.of door area;solid core,wood panel,insulated or glass doors onl . Exterior Joints&Cracks 606.1 To be caulked,gasketed,weatherstripped or otherwise sealed. PRACTICE#2 606.2 COMPLY WITH#1 AND THE FOLLOWING: Exterior Walls and Floors - Top plate penetrations sealed. Infiltration barrier installed.Sole late/floor joint caulked or sealed. Exterior Walls&Ceilings Penetrations,joints and cracks on interior surface caulked,sealed or gasketed. Ductwork Ductwork in unconditioned space must be sealed. Fireplaces Equipped with outside combustion air,doors and flue dampers. Exhaust Fans Equipped with dampers.Combustion devices see 606.1.A.2 Combustion Appliances Be in unconditioned space(except direct vent),draw air from unconditioned space,exhaust to outside. Cooking appliances shall be dam ered and use intermittent ignition. PRACTICE#3 606.2 COMPLY WITH PRACTICES#1 AND#2 AND THE FOLLOWING: Ceilings Infiltration barrier installed. Interior Walls Top penetrations sealed or joints&cracks on interior walls caulked,sealed or gasketed. Recessed Lights I Sealed from conditioned&insulated from ventilated attics aces. Ductwork All ductwork located in conditioned space. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker(electric) or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gass a&pool heaters must have a minimum thermal efficiency of 78%. Shower Heads 612.1 Water flow must be restricted to no more than 3 gallons per minute at 80 PSIG. HVAC Duct Construction 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached, Insulation&Installation sealed,insulated,and installed in accordance with the criteria of Section 904.6.Duct in unconditioned space and air handlers located in attics must be insulated to a minimum of R-6.Air handlers shall not be installed in attics unless in mechanical closet. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1 602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides.Common ceilin &floors R-11. .6. WINTER CALCULATIONS CLIMATE ZONES 1 2 3 BASE BASE SINGLE-PANE DOUBLE-PANE WINTER AS-BUILT GLASS WINTER WINTER GLASS x WINTER-POINT MULT. OR WINTER POINT MULT. x OVERHANG= GLASS AREA PT.MULT. POINTS AREA CLEAR TINT' CLEAR TINTZ FACTOR(6A-10 SUM.PTS N -10.6 N 13.8 13.6 7.3 8.1 NE -10.6 NE 10.7 10.5 4.6 6.0 E -10.6 E -3.8 -3.6 -9.2 -5.7 SE -10.6 SE -18.1 -17.5 -22.7 -17.3 S -10.6 S -24.0 -23.0 -28.4 -22.3 SW -10.6 SW -18.1 -17.5 -22.7 -17.3 W -10.6 W -3.8 -3.6 -9.2 -5.7 NW -10.6 NW 10.7 10.5 4.6 6.0 y H' -10.6 H' -67.6 -59.1 -57.7 -45.0 to 5 c� COND TOTAL BASE BASE ADJUSTED AS-BUILT .15 x FLOOR + GLASS = ADJUST. x GLASS = GLASS I GLASS AREA AREA FACTOR SUBTOTAL BASE WP SUBTOTAL .15 COMPONENT BASE WINTER BASE COMPONENT WINTERBASE DESCRIPTION AREA x POINT.MULT. WINTER DESCRIPTION AREA x POINT.MULT. = WINTER POINTS 6A-11 THRU 6A-15 POINTS EXTERIOR 2.2 a ADJACENT 3.6 3 EXTERIOR 12.3 ADJACENT 11.5 UNDER ATTIC 1.2 z OR SINGLE 1.2 w ASSEMBLY 1.2 v BASE CEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING,AS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. SLAB PERIMETER 8.9 c RAISED AREA .96 J LL FOR SLAB ON GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR.FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. ♦ ♦ INFILTRATION 7.4 USE TOTAL FLOOR AREA OF CONDITIONED SPACE. TOTAL COMPONENT BASE WINTER POINTS I I TOTAL COMPONENT BASE WINTER POINTS v BASE HEATING I TOTAL BASE BASE TOTAL AS-BUILT I AS-BUILT I AS-BUILT AS-BUILT HEATING SYSTEM x WINTER - HEATING AS-BUILT x DM x HSM x HCM = HEATING SYSTEM MULTIPLIER POINTS POINTS SUM.PTS. 0-16 6A-17 0-18 POINTS .55 ♦. . BASE BASE BASE TOTAL AS-BUILT AS-BUILT AS-BUILT AS-BUILT a COOLING HEATING x HOT WATER = BASE COOLING x HEATING x HOT WATER = HOT WATER c POINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTS ~ From P.2 From P.2 Enter on P.1 From P.2 From P.2 Enter on P.1 H=HORIZONTAL GLASS(SKYLIGHTS) 'FOR GLASS WITH KNOWN SHADING COEFFICIENT,SEE SECTION 1.1 APPENDIX C.TINT MULTIPLIERS MAY BE USED FOR GLASS WITH SOLAR SCREENS,FILM,OR TINT. .4- SUMMER POINT MULTIPLIERS (SPM) CLIMATE ZONES 1 2 3 6A-1 SUMMER OVERHANG FACTORS SO FOR SINGLE AND DOUBLE PANE GLASS. OH RATIO .00-All .12-.17 .18-.26 .27-.35 .36-.46 1 .47-.57 .58-.70 .71-.83 .84-1.18 1.19-1.72 1.73-2.73 2.74+ N 1.00 .94 .91 .87 .83 .79 .76 .72 .69 .63 .56 .50 NE/NW 1.00 .94 .91 .86 .80 .75 .71 .67 .63 .55 .48 .42 uvi o EMI 1.00 .95 .92 .86 .80 .73 .68 .63 .57 .47 .39 .31 H SE/SW 1.00 .93 .90 .82 .74 .66 .60 .54 .47 .39 .32 .27 S 1.00 .91 .86 .77 1 .68 .60 .54 .51 .45 .39 .35 .31 'To select by Overhanq Length,no part of alass shall be more than 8 ft.below the overhang. 6A-2 WALL SUMMER POINT MULTIPLIERS SPM FRAME CONCRETE BLOCK' FACE BRICK LOG INT.INSULATION EXT.INSUL R-VALUE WOOD FR WOOD STEEL NORMAL WT. NOR.WT 0-6.9 2.4 61 CH R-VALUE EXT ADJ EXT ADJ R-VALUE EXT ADJ EXT 7-10.9 .6 R-VALUE EXT 06.9 5.5 2.2 7.6 28 02.9 2.2 1.1 2.2 11-18.9 .4 02.9 1.5 710.9 2.1 .8 3.5 1.3 3 4.9 1.3 8 8 19-25.9 .2 3-6.9 1.0 11-12.9 1.7 .7 2.7 10 5-6.9 1.0 .7 .5 26&U .1 7&U .8 13-18.9 1.5 .6 2.5 0.9 7-10.9 .7 .5 .3 R-VALUE BLOCK 81NCH 19-25.9 .9 .4 2.2 0.8 11 18.9 .4 .4__ .0 0 2.9 1.0 -VALUE EXT 26&U 6 2 1.2 0.4 19 25.9 2 2 3-6.9 .6 0-2.9 1.0 26&U 1 1 7-9.9 .4 3-6.9 .7 6A-3 DOOR SUMMER POINT MULTIPLIERS(SPM) 6A-4 CEILING SUMMER POINT MULTIPLIERS SPM DOOR TYPE EXTERIOR ADJACENT UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOFING R-VALUE SPM R VALUE SPM F CEILING TYPE WOOD 6.1 2.4 19-219 1.1 10.10.9 2.9 R-VALUE DROPPED EXPOSED 22.25.9 .9 11.12.9 2.6 10-13.9 3.2 1 3.5 INSULATED 4.1 1.6 26-29.9 .8 13-18.9 2.4 14-20.9 2.2 1 2.4 30.37.9 .6 19-25.9 1.8 21&Un 1.5 1 1.6 38&U .5 26-29.9 1 1.2 6A-5 FLOOR SUMMER POINT MULTIPLIERS SPM SLAB-0N-GRADE RAISED RAISED WOOD EDGE INSULATION CONCRETE POST OR PIER STEM WALL w/UNDER ADJACENT CONSTRUCTION FLOOR INSULATION R-VALUE SPM R-VALUE SPM R-VALUE SPM SPM SPM 0-2.9 -41.2 0-2.9 - .8 0-6.9 0.0 N/A 2.2 3-4.9 -37.2 3.4.9 -1.3 7-10.9 -1.4 -2.3 .8 5-6.9 -36.2 5-6.9 -1.3 11-18.9 -1.3 -1.9 .7 6A-6 INFILTRATION SUMMER POINT MULTIPLIERS(SPM) 6A-7 DUCT MULTIPLIERS DM INFILTRATION PRACTICE SPM RETURN DUCTS RETURN DUCTS SEE TABLE 9P R-VALUE IN UNCONDITIONED SPACE IN CONDITIONED SPACE PRACTICE#1 10.2 SUPPLY DUCTS IN 4.2.5.9 1.14 1.10 PRACTICE#2 8.0 6.0-6.6 1.10 1.07 PRACTICE#3 5.2 UNCONDITIONED SPACE 6.7&Up 1.09 1.06 SUPPLSUPPLY DUCTS IN 4.2.5.9 1.10 1.00 CONDITIONED SPACE 6.0-6.6 1.07 1.00 Y 6A-8 COOLING SYSTEM MULTIPLIERS CSM SYSTEM TYPE COOLING SYSTEM MULTIPLIERS CSM Central Units(SEER) Rating 7.5-7.9 8.0.8.4 8.5-8.8 8.9-9.4 1 9.5.9.9 10.0.10.4 10.5-10.9 11.0-11.4 11.5-11.9 12.0-12.4 CSM .45 .43 .40 .38 .36 1 .34 .32 .31 .30 .28 PTAC&Room Units(EER) Rating 12.5-12.9 13.013.4 13.513.9 14.0.14.4 14.5-14.9 15.015.4 15.5-15.9 16.016.4 16.516.9 17.017.4 17.5&U CSM .27 .26 1 .25 .24 .24 .23 .22 1 .21 1 .21 .20 .19 MINIMUMS:CENTRAL UNITS-AIR COOLED SPLIT SYSTEM 10.0 SEER,SINGLE PKG.9.7 SEER,GROUND WATER COOLED 11.0 EER.PTAC-SEE TABLE 6.3. 6A-9 HOT WATER MULTIPLIERS HWM SYSTEM TYPE HOT WATER MULTIPLIERS HWM Electric Resistance EF .80-.81 .82-.83 .84-.85 .86-.87 .88-.90 .91-.93 .94-.96 .97&U HWM 4183 4081 3984 3891 3803 3678 3560 3450 Natural Gas EF .43-.47 .48-.49 .50.51 .52-.53 .54-.55 .56-.57 .58-.59 .60-.61 .62-.63 .64-.65 .66&U HWM 3098 2775 2664 2562 1 2467 2379 2297 2220 2138 2081 2018 Lp Gas HWM 4195 3758 3608 3469 3340 3221 3110 3007 2910 2819 2733 Solar EF 1.0-1.9 2.0-2.9 3.0-3.9 4.0-4.9 5.0&Up- HWM I FOR MULTIPLIERS FOR OTHER TYPES OF CONCRETE BLOCK CONSTRUCTION SEE SECTION 2.1 OF APPENDIX C. 2 MULTIPLIERS FOR OTHER TYPES OF RAISED WOODASSEMBLIES SEE SECTION 3.1 OF APPENDIX C. 3 DUCTS IN CONDITIONED SPACE NEED TO BE INSULATED ONLY TO THE R-VALUE NECESSARY TO PREVENT CONDENSATION. 3- WINTER POINT MULTIPLIERS (WPM) CLIMATE ZONES 1 2 3 6A-10 WINTER OVERHANG FACTORS WOF OH RATIO .00-.11 .12-.17 .18-.26 .27-.35 .36-.46 1 .47-.57 1 .58-.70 1 .71-.83 1 .84-1.18 1.19-1.72 1.73-2.73 2.74+ SINGLE PANE GLASS N 1.00 1.05 1.08 1.12 1.16 1.20 1.24 1 1.27 1.31 1.38 1.45 1.51 NE/NW 1.00 1.09 1.13 1.20 1.26 1.33 1.39 1.45 1.50 1.63 1.74 1.84 E/W 1.00 .67 .50 .16 -.20 -.60 -.95 -1.32 -1.73 -2.51 -3.31 -4.05 m SE/SW 1.00 .92 .88 .77 .66 .52 .39 .25 .10 -.21 -.48 -.74 S 1.00 .95 .92 .84 .74 .60 .46 .29 .13 -.24 -.54 -.67 L4 o DOUBLE PANE GLASS y N 1.00 1.09 1.13 1.19 1.25 1.31 1.37 1.42 1.48 1.58 1.69 1.79 NE/NW 1.00 1.15 1.23 1.35 1.46 1.58 1.68 1.78 1.87 2.09 2.28 2.46 ENV 1.00 .85 .77 .62 .62 .28 .12 -.05 -.24 -.59 -.96 -1.29 SE/SW 1.00 .93 .90 .82 .72 .61 .51 .40 .28 .03 -.19 -.40 S 1.00 .96 .94 .87 .78 .67 .55 .41 .27 -.04 -.29 -.40 OH LENGTH' 0 ft. 1 ft. 1 11/2 ft. 2 ft. 3 ft. 31/2 ft. 1 41/2 ft. 51/2 ft. 61/2 F. 91/2 ft. 14 It.-I 20 ft.+ 'TO SELECT BY OVERHANG LENGTH,NO PART OF GLASS SHALL BE MORE THAN 8 Fr.BELOW THE OVERHANG, 6A-11 WALL WINTER POINT MULTIPLIERS WPM FRAME CONCRETE BLOCK' FACE BRICK LOG INT.INSULATION EXT.INSUL R-VALUE WOOD FR WOOD STEEL NORMAL WT. NOR.WT. 0-6.9 12.6 61N H R-VALUE EXT ADJ EXT ADJ R-VALUE EXT ADJ EXT 7-10.9 4.2 R-VALUE EXT 0-6.9 11.1 10.4 15.1 13.1 0-2.9 11.2 6.8 11.2 11-18.9 3.5 0-2.9 4.5 7.10.9 4.4 4.4 7.3 6.6 3.4.9 7.3 5.1 5.6 19.25.9 2.2 3-6.9 2.8 11-12.9 3.7 3.6 5.7 5.2 5.6.9 5.7 4.2 4.3 26&Up 1.4 7&Up 2.1 13-18.9 3.4 3.3 1 5.2 4.9 7.10.9 4.6 3.5 3.3 R-VALUE BLOCK 81N H 19-25.9 1 2.2 2.2 4.6 4.4 11-18.9 3.0 2.6 2.2 0.2.9 7.9 R-VALUE EXT 26&Up 1 1.5 1.5 2.7 2.0 19-25.9 1.9 1.7 3-6.9 5.7 0-2.9 3.0 26&U 1.3 1.2 7-9.9 3.8 3-6.9 2.2 6A-12 DOOR WINTER POINT MULTIPLIERS WPM) 6A-13 CEILING WINTER POINT MULTIPLIERS WPM DOOR TYPE EXTERIOR ADJACENT UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOFING R-VALUE WPM R-VALUE WPM CEILING TYPE WOOD 12.3 11.5 19-219 2.0 10.10.9 3.2 R-VALUE DROPPED EXPOSED 22-25.9 1.7 11-12.9 2.9 10-13.9 2.9 3.3 INSULATED 8.4 8.0 26-29.9 1.4 13-18.9 2.6 14-20.9 2.0 2.1 30.37.9 1.2 19-25.9 2.0 21&Up 1.3 1.3 [773!8!A&U .9 1 26-29.9 1 1.3 6A-14 FLOOR WINTER POINT MULTIPLIERS WPM SLAB-0N-GRADE RAISED RAISED WOOD EDGE INSULATION CONCRETE POST OR PIER STEM WALL w/UNDER ADJACENT CONSTRUCTION FLOOR INSULATION R-VALUE WPM R-VALUE WPM R-VALUE WPM WPM WPM 0-2.9 18.8 0-2.9 9.9 0-6.9 13.4 N/A 10.4 3-4.9 9.3 3-4.9 5.1 7-10.9 4.1 1.6 4.4 5-6!9 7.6 5-6.9 3.6 11-18.9 2.9 1.2 3.6 6A-15 INFILTRATION WINTER POINT MULTIPLIERS(WPM) 6A-16 DUCT MULTIPLIERS DM INFILTRATION PRACTICE WPM RETURN DUCTS RETURN DUCTS SEE TABLE 9P R-VALUE IN UNCONDITIONED SPACE IN CONDITIONED SPACE PRACTICE#1 10.9 SUPPLY DUCTS IN 4.2.5.9 1.14 1.10 PRACTICE#2 7.4 6.0-6.6 1.10 1.07 UNCONDITIONED SPACE PRACTICE#3 4.1 6.7&Up 1.09 1.06 SUPPLY DUCTS IN 4.2-5.9 1.14 1.10 ONDITIONED SPACES 6.0-6.6 1.10 1.07 6.7 6A-17 HEATING SYSTEM MULTIPLIERS HSM SYSTEM TYPE HEATING SYSTEM MULTIPLIERS HSM Central Heat HSPF 6.40-6.79 6.80-6.89 6.90-7.39 7.40-7.89 7.90-8.39 8.40-8.89 8.9-9.39 9.4.9.89 Pump Units HSM .53 .50 .49 .46 .43 .41 .38 .36 HSPF 9.90-10.39 10.40.10.89 10.90-11.39 11.40-11.89 11.90-12.39 12.40&u HSM .34 .33 .31 .30 .29 .28 PTHP COP 2.50-2.69 2.70-2.89 2.90-3.09 3.10.3.29 3.30-3.49 3.50-3.69 3.70.3.89 3.90.4.19 HSM .38 .37 .34 .32 .30 .29 .27 .26 Electric Strip 1.0 Gas&Other Fuels 1.0 See Table 6A-18 for Credit Multiplier) MINIMUMS:CENTRAL UNITS-AIR SOURCE SPLIT SYSTEM 6.8 HSPF,SINGLE PKG.6.6 HSPF,WATER SOURCE 3.8 COP,GROUND WATER SOURCE 3.4 COP,PTHP 2.5-2.7 COP. FOR MULTIPLIERS FOR OTHER TYPES OF CONCRETE BLOCK CONSTRUCTION SEE SECTION 2.1 OF APPENDIX C. 2 MULTIPLIERS FOR OTHER TYPES OF RAISED WOODASSEMBLIES SEE SECTION 3.1 OF APPENDIX C. 3 DUCTS IN CONDITIONED SPACE NEED TO BE INSULATED ONLY TO THE R-VALUE NECESSARY TO PREVENT CONDENSATION. .5- :'ROPRRTY DESCRIPTION ' CITY OF - /*14stai: Vest! - Eo at a►_� __Bioak * rSeation N TIG OCEAN BOULEVAJtp rrrrrrrr P.O.Box 2E ATIAIMC BEACH.FLORIDA 22272 iubdiviaiant_ TtLEPHONE jji04124S L!S j ,treat flawrP Q Al • DESCRIPTION OF WORK Ir Addresas-E, .r..i..Y t GG L� yL 1�1� ,.. If in a FLOOD HAZA91) I 'load Zone;_ --- -r.,-area eompl$ite, page 3. Brief f{ Description$___---___--� j Clara of Works (Ner/RamodeWddition)- '-- :011ING INFORMATION { Type of Conatructionl1c= „©►_.1___ ronin � "] Pro osod Ca►aG��T� '�:OU►J�'.ki t aj 1iatr1ctpjD._ --Uses-------- , r�r Estimated YMlue • :Xceptionel or ± { Materials$- eriances Pran"ds-wwrrrwrrrwr.rrwa.� +r----------------------- wrwrr•,.r Solid or Filled.r---�.r�...rwrrrr—wrww—wrrrrrwrwr�rrr.rr�r w.rr�.r -�- Ground I �J g�1 rr,.rr.,Roof s OWNER INFORMATION j 0 �. Method of Meetingsz {� Property Orner$w ��l'....�°�I ` r..wr.......:_.. Phones z�,�-3b�y- Melling Addreasr..wrrrwrwrwrrr-------------- CL --r-----wwI rrrr�ri.w�. �rrww,wrrrrrrrr.•r Zip$ --__-- ORTRACTOR INFORMATION, on raOtOl'iLwLi..�y rrrrw.�.wrrrrrrwrwrrrrr—wrrrr Phonesir=..0 + Mal ling ddreas$ 9;5T cliIJ 16 �-� rrrrrrrrwwrrrrwr.�rww rwrrrrrrrrrwwwrr—rrwr�ww—rrr .{y�(/ �^77,,y/ Cn' C/.� Zips2/Z ....... rrr .�+. " -r111�i�r.,r r .i..L• rrwrr•..r----- ' (( Empiration CIO a Nurber%- 0IC 1 ?.4- --------..r.------------ S NtRRSY ccortrT TWAT >< V9 IItAD AND CXANINRD THIS APPLICATION AND XWOV TN! MAH! TO IC TRUL AND CORRlCr. ALL IROVIP ON0 OF TNR LAMS AND ORDINANCW GOVERNING TNIS TYPE OF WORK WILL SC "• CONPLSRD WITH* WRRTNlN SPSlD 11!0!101 OR NOT. TNN GRANTING OF A ►lRMIT Dots Not PA"UPC TO 0I1YR AUTNORITI TO VIOLA 00 CANCEL TN! P*OVINIONN OF ANY FCDCRAL. STAT! ON LOCM. PULCZ. RIOULATIONS.jORDINASMo O LAMS 20 ANY MANNER, 1NCLUOINO THE GOVERNING o1 CoMsTRucrion OR TMC "�i , C . PERFORNANC! OF CONST>INCTSON OF TNS ►MOJIECT. S UNOCRSTAND THAT TN! 19SUAMCC OF THIS FERRET IS CONTiROlNT UPON TNN ASOYS INFORMATION SLING U! A CORIIKCT AND THAT INC PLANS AMC Su►►ORTIoc Y 1'�y•. DATA HANK SEEN OR SNALU SS 1ROVIDRD AS RCO =:== -/ - OwnerSignature - -- - -Dst•_ --- �'`�.l,l�t. � f'np�Q.',C9Cl�D?t.• S'.'1•�;r.t14:LlY'YF .. .... .. ...._ t'Wt P_ _ 9 3 xot 1,161 d �u ' ryry G , DEPARTMENT'O iU1LIQtNG CI'T'Y OF''ATLANTIC BEACH -- PERMIT' INFORNATION, -----,---, LOCATION INFORMATION -- P ` mit" Nu,*ber't X722 Addrvs*t i'R5 NICOLE LANE ormit, Tyrplst RLIILtIIIIID A'L`L:AwN`TIC REACH, FLORIDA 32233 C, ' am dfWox*i NEW ----------- LEGAL ESCRIPTION nsstr« Type t WOOD FRAME Lott socation t +rposed L! t RECREATIONAL TC►arx sh1p A RNi s O ty l�,l11-09 r t .. " A Cc 00; C SUbdivislon 2 "TIFFANY SY THE SEA E tat+ ds us t � E4114.OC Total moat , *37«30 . Amt $37.50 Do 'y'�� /.5 ; , k Q�12EBLy A►T TIFFANY HY THE SEA `f'abIV ISI ON, PER PLANS �A PPLICATIOX FEES - - .. NATION ... ��,- t ,� ,�� ;� �, .»�.,_ ,.�. �. N EYEL.�]PM� 'h; PERHT $37. 50 rt rt. E LANE WATER; IMPACT FEE 00.00 TI CH, "LSRIIyAt j� 3 ISA FEE � ti .C3tI Or V AFO X"GVS - -_-- tJ NVORMAT#N -. -- - RADON "SAS ,- 5% $IS,00 # ► t ,Y NER !ASTER TO A►. re EEi Eo 'y AP. $0.00 HYDRAUL IC SHARE $0.00 � . Vis' TY 1� REw,IIVtSPECT FEE 0.00 � SEC. H IMPACT FEE -4` $'a-4, 0 IdO S. R 4Y, c i NOTICE ALI,,CQNCftleir I Cy0*8AND FOOTINGS MUST BE INSPEC'I'JEP BEFORE-POURING f�ER"MIT VOID SIX MONTHS AFTER:DAfE OI`F ISSUE BU� DING MATERIA:,RUBpf$H`ANV DE-09I .FROM THIS WORk MUST.NOT BE 'LACED"IBJ PUBLIC SPACE,AND MUNT BE z CL ,RED UF�.A`#40.44A LE'DiRWAYBY KITH"FR CONTRACTOR OR OWNeA' ' f.00 - wILURE, �"6Co��.1�' 1NlTW THE MRCMN]Ctl �� 4 W CAN LTIN , ` `1 � ' C V 1' `E! ►1t fitG "1`1NICE 777 Fdtl, lultal 1lPRt �i E© ACCORDING TO APPRQVE,D PLANS"WHICH ARE PART' OF THIS PERMIT,AICD.5118JI CT TO. REVOCAl I Vt [ClN C»/kP1 LcIGA$l.E i V SKINS O LAW. , �A CH autwING DEPARTMENT t � CITY OF ATLANTIC EACH PERMIT APPLICATION REMODEL, ADDI IONS OR ALTERATIONS Address: Lot Block or Unit # Sub ivision: Contractor: 6 __ _ ________________________ Describe work to be done: T _ VJKt A Y------------------------ ------------------------- _! Present use of building: ____________ __ --------------- ---------- Valuation: ----------------------------- ------------------------- Proposed use:---------------------------I'------------------------- j Is this an addition?-Aims___ If yes, whet are the dimensions of the added space:---------ft. X -------- - Will the added area be heated and cooled?________ New electrical (or increase) ?----- New plumbing fixtures?____ New fireplace?----New Neat/AC?______` _ 'SUBMIT THREE COMPLETE SETS,OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE"FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS C TRACTOR. i Signature OWNER ------__-----y ------- Date:_ / 1p C-7 L Signature CONTRA OR: Date: I " ' R ©\; EB ATLANTIC BEACH CITY OFA PLANNING &ZOfJIPJG OFFICE Q V t _PP �ANTICBE �c� a U A �9 �1ZV NNI A 7orsJN s 101 �� '_. . �....._..__ MAY 191992 revt!�'`� � �! �� C�la`7� and Zo