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71 19th St (vault) JOB ADDRESS �� TYPE WOR ��yy y � 9_� PROPERTY OWNER .P-goNE 2 7a CONMCT fOR .PHONE PERF T NUAMER � DATE -�3l -EVSPEMONS.• FOO?TNG �-/t o p1 $ b ,SLABS ,. =BEAM LLV37EL 2vALLINGjSHE,4=G PM4AMVG1C0VER UP INSULATION SIAL BUIZD�NG � `0 CLR=CATE OF OCCUPANCYELE -O .CAL PE.IIM IIVSPEMONS ROUGE ALECYANICAL PEMM 2,�'`f$(0 EvSPEC37ONS ROUGH `(' , � ' 1 OVAL 4 �' PLU30,VVG PERWT 21 1 -EVSPEC77ONS ROUGHUNDER.SLAB TOPOUT WATEB,,SETER FNAL I I NOTES: /3IT�- Office of Building Official _ \J REQUEST FOR INSPECT104Y 1 ��0 1� Date1 Permitao / /�P75 Time Received ( PM J ;��— Job Addre� ` Locality Owner's N CC--actor (I BUILDI CONCRETEErL CTRIC �gBWG MECHANICAL raming ❑ Footing Elough Wiri o ing ❑ Slab ❑ Air Cond. & ❑❑ emp o e ❑ ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. A.M. Thurs. F iday PM. Inspection Made A.M. P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ S�e �J 7 / '9��G Date t Official ' Office of Building REQUEST FOR INSPECTION Permit No. � Date ! p Time Received I Job Address �(�� Contractor MECHANICAL Owner's RICAL PLUMBING G Name ELECT ❑ Air Cond. & CO CRET ❑ Rough Heating BUILDING Rough vfiring Top Out Fire Place J 0Food ng Temp Pole Sewer pre Fab Framing 0 Final Re Roofing mel Y FOR IA.M Insulation R DION Friday�— Thurs. d.. NSP T { Mon. Final Inspection ❑ inspection Made Certificate of Occupancy ❑ i Inspector Date /C�I7Y OF Office of Building Official � REQUEST FOR INSPECTION n— /v�, ( Permit No. Date 2,- 9-0 y A.M. Time M' Received Locality �4-66 , Job es`ss ��(/L- t Owner's PLUMBING Contractor MECHANICAL Name ELECTRICAL E] Air Cond. & ❑ CONCRETE Rough Wiring ❑ Rough ❑ Heating BUILDING C] -TOut ❑ Fire Place Framing glab Final ❑ oo m9 ❑ Temp Pole ❑ Sewer Pre Fab Re Roofing ❑ C' A.M. ❑ Lintel Insulation READY FOR INSPECTION Thurs. Friday� Wed. Tues. on. ' P.M. �{,Gt/��/I ❑ Final inspection inspection Made Certificate of Occupancy Inspector Date CITY OF 13 ,,Cls-0; Office of Building Official REQUEST FOR INSPECTION 1Q� Permit No. Date / � A.M. � Time P -- Received / /Q' ` ocalit� Job Addre -� Owner's Contractor MECHANICAL Name ELECTRICAL PLUMBING CONCRETE ❑ Air Cond. & ILD 1 Rough Wiring ❑ Rough ❑ Heating ❑ Top Out Fire Place ❑ Footing Temp Pole ❑ Framing ❑ Slab -� n Sewer Pre Fab R Roofing ❑ Final sulation ❑ Lintel A.M. READY FOR INSPECTION M. ,(�'U Thurs. Friday Wed. y'S J� '-' Tues. A.M. Mon. P.M. inspection Made Final Inspection -. Certificate of Occupancy ❑ Inspector Date 7 q7�� CITY OF ATLANTIC BEAC:i F:xcure Unic Worksheet for Water !=pact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEIuAjn =0R EACU WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE. CITY WATER SYST—". THE- WATER SUPPLY CHARGE IS HEREBY FIXED AT i,EV:y DOLLARS PER FIXTURE UNIT CONNECTED TO THE CI—L: WATER SYSTE.,f. 2- BATHROOM GROUP CONSISTING OF SERVICE Si*IK TRaP SAND WATER CLOSET, LAVATORY & BATH (8) 1 TUa OR SHOWER STALL (6) / Z WATER CLOSET WA= C=SET, TANX OPERATED (4) y VALVE OPcR;TED (8) t3A:3T'Ja/saot�-EQ (Z) URI2IAL WALT TIP ( .) SHCVM CROUP ?ER HEAD (3) FLOOR ORA--N (1) sacwzl STALL DCMES T I C (?} LAUNDRY ....4" (Z) �LAVA2—JAY (:} � C::*.3i:IA_IC'I'S:.`iK AND - l3) wASH-NG "1lCH:NE (3) n - �_DIScS:ASii:.R (:) 2 SASH* SINK =AC SET Cr Y: cAUCETS (3} THEY S:?IK (2) DE.'ITAL LAVATORY (1) SI:a WIT$ WAST DE:i':'AL UNIT OR CUSPIDOR (1) CR:NDE3 (3} 3:D E' ( } UR-T:IAL S TALL, WASHOUT (4) F✓IISH:x,c 121 SINX (8) C31d--B-:IATTON SINK AND TRAY WIT FCOD DISPOS. (4) ax:NAL. PmESTAL, SYPHON JE:' DRINKING FOUNTAIN (1/Z) BLOWOUT (Z) LAVATORY, aAR3E.R/3EAU% IC=' HAK='R (1/2) c S SHOP (Z) SURGEONS SIMK (3) LAVATORY, SURGZONS (2) 1ACU7. : (?) URINAL STALL, WASHOUT (4) i TOTAL FIwaJRE UNITS A $'O.00 EAC:-I s s-/0 00 .JOB IvFOR.".ATIONsr— J � � TRACT .B, 4 O.R. 5793, PG. 776 SEMINOLE DUNES REFERENCE BEARING N 89'45*52' E (PLAT - 409.37') 408.31• ox ' Z nom@ tRY.Ls�r � ��c>•^'--^� ' � _ I W O� Q3 I � I Q I q. H + � A *LAT 0= -RAG' A�y7 1 �I coTToeEtE NORTH A'i_ANTIC BEACH. UNIT #? _ DM4 CD Ic j j Iz \+` a> ,OT 2 olc oo} LOT 3 oI LO- 4 L 3 ST'ORr DTIEU*C XI o; if /7970 v? !S I ! , O WATERLINE IS 10.0 FROM SANITARY L-N LOT 6 •'^ . O (SAS PEP CLIENT. mor FIELD VER/FIEj; I 0 ?'� \ s.RI WATERLINE EASEUEN'AS PER o > Stwm�aNCRr strap I swr SRJROII* I /O.R VOL 53'.2. PGS '529-728 ti sw' snwour o 60.00 60.00 _r 6T-00 �, _ rtoua 60 OC' �osat rt— 6. �726�-- _ _ � y10°.tm D%s or t.tp(Nr wDll�a-R.t \ Ror caetrtm AS Q nRs o•t[ ! 1 2' 31 L.c. C7ser,. �i w 4, RIGHT-OF-WAY ar- nr 4 I 1 I pwotm rot ucr._Ian' .srar I 1 i I �[RS1r1[ s m+ottt.rt 10j LOT 23 \ L07 22 1 107 21 i / O P,3 728. °G. 466 BE ACNSIDE S\D. DI-AT BOOK 42., PAGE ',4 .wmr� 56' tw 4(v.IO 2, �rq KRei MOTES: THIS IS NOT A BOUNDARY SURVEY. THIS IS A SPECIAL PURPOSE SURVEY TO SHOW IMPROVEMENTS AS SPECIFIED BY CLIENT. NORTH IS ASSUMED, BASED ON DEED RECORDED IN O.R. 5793\776 REFERENCE BEARING AS SHOWN ELEVATI[TNc •ATF a-- .... _ MAP SHO MNG BOUNDARY SURVEy OF Lots 1, 2 and the Westerly 50.00 feet of Lot 3, as shown on the REPLA T OF TRACT "A", NORTH ATLANTIC BEACH, UNIT NUMBER 3, as recorded in Plat Book 15, page 93 of the Current Public Recor s of Duval County, Florida. Certified to: IFULMM MORGAN J i I i i I ESS I " m LP 9AP ISS )F AHD THE [itTGINK RAISED 3EAT A ALlIFLORIDA LICENSED StRYEYOR AHD MPPER, THIS DFMYIHG,Si�TCH, Dies oar, bcsd an &w Ato therly RAY Zww of 19IN SMErT. 4.VS B9•ts� , V. � IMr1r �Ct 1998 liar .Y . RmoYwr, rLiawApvc and rRf£-,wvcr or then► Lots "V= V10K-Js or.ar SCALE E7,v.oa s shodr W., a=itfir to U_t Const„/ and Giaoa*uc A2,” Ab footwr A—X ZVp=ForT JOF Ala 98- 181 fiode tt Virtta/ Lb trn o'r/SiL4 tRIG V11 of 1929.I > O xw/rs v n�cr Ira 612!5 By GropAc plottng aaly, b++r prgpsrty d o n Mn►oa Urs ./ttr+ Iar+ a-• 1pdtXkAF MV �rnr w. u sho.n an the Fno�.w/G..v9rncy ,y6nayenwrt Ay�.racy OrZAA-. Ah tjaw!Flood lnsu^ancr p[7ioTE7 oeov Prc fDtM Rr5 S£lYINQC£R�►5 Pi op^w, Frond Iws,ov/we Rb to, A ,0 a'z+P.�t�ca r+r..r ,,W M.ie.r I.IW71 OXI n NY' CpnQ Fd/e 993Igf-!h0 trap Rtvcorc✓ab Cvr to , ti17/9J X An�NYC=oacss LIYKs ot»rra�tft no Aral any oo•tw of *,»,port r+ vx t roy be atrned os ✓et/anas � A. tuLLER a AS9pCtATeS Dy Stan ahes no - Cove-mental AV-Orz r It'" Ittrrnned and any bbbW/ty rrs tAV Yee+-siron is not t/re rrsP Y of V*. u d.�xv—d lArr.t Zy br PrstrCtx►v or Fasw+eat: of Raccrd a•watnCed by trite exonnntz» that 679t WAN � .)ave not bases Aerocva G4CX1'C•wY'.LLC (tf�PIA4 32216 Trl.s tS1W) 721-l22b �Vz4rtl7a rmr Af1Y BC us£A IA/ 7WS Suvvt r +� M'wntaa P. Ptr++amwt Gant►,,,/Poe r [.iI Sr rveyr fmo swvc�.wr,YIAt wr z tgn mM w PM 7W qncTI�, K Ptrhenrvt Re,'- c»At,,—t Q�.Lc-�t ivy ew and SK' YLv` rty d7l tC Pant of Carve tart £ PAwr �rary�c g Pant of Peyaohp .4i1. A��mr G[ Pant of C tw 7A': Pant of !oy CAt✓. Gb/0 riNaystr+Pah! of Rsvw'st Cad'vnture + FLAN 'Ptah! of rnt—secbeh Rama ��y eatrr cf vayVO4 /gyp Ree oreYs Vda.�r � °r a �� ttenet reamrs D� t�127e CSq r�Gi� .8*9 Tt7�D I A. Arfte o� Crn3sa/ AVO a�asLt i poor Resti^cctic�LOW !P. par►fpr wi cax+w:,. FLE NO. SAN-979 O — K �O rn ;r po • JC ,4 O1 2azi Q�>2 oma �r11U1 I 10.0 to 120 0,91 Y• m A b 1�0 � • . Y Y •'' . Y ( N�R�r'1 .. 16.0 = 1 O'Ll I � o o*sr • � ozl Y 071 IO oor «o CO m 101 41 90 Cb ° Iro •.� •� a /`� � 6 O'P I pv O C W O ti b rn1 O • `�� • p I� arn NI 41 o ►" Niy O ' 'rbtj o O ` �s1 7 b p� �� D rD d CIO A �1/p • �P J / lr �1 �,I o a w • • `Q� �b.J•i "96,--f T.00 S.e,' '1 -ti I0oo \� E 707 : , PLAN REVIEW CHECKLIST T L PROPERTY DESCRIPTION: :qt � —f - OWNER: -OWNER: C OR N G LL j Q's M 1. Determine Occupancy Classification of the structure. Select occupancy classification which most accurately fits the use of the Building. (Chapter 63) 2. Determine actual physical properties of building. a. Determine building area each floor. (Area definition Chapter 132) b. Determine grade elevation for building. (Grade definition Chapter B2) [✓]� C. Determine building height in feet above grade. (Height definition Chapter 62) [y]� d. Determine building height in stories. (Story definition Chapter 132) e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter B2) [✓f f. Determine percent of exterior openings per floor. [�] 3. Determine minimum Type of Construction necessary to accommodate proposed structure. Yp� (Chapter B6) [✓J' a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [a b. Check allowable height and area increases permitted. (Chapter 65) [ea- 4. Check detailed Occupancy requirements. (Chapter B4) 5. Check detailed Construction requirements [� a. Fire Protection of Structural Members (Chapter B6 &Table 8600) [✓f b. Fire Protection Requirements (Chapter B7 and Table 8700) M C. Means of Egress Requirements (Chapter B10) 1e7 d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) 6. Review design as related to standards. (Chapters 616- B26) [ 7. Check other requirements as necessary. [✓J' a. Construction projecting into public property(chapter B32) [vf b. Elevators and conveying systems (Chapter B30) [✓j C. Sprinklers, standpipes and alarm systems (Chapter 139) [✓)' d. Use of combustible materials on the interior(Chapter 68) [� e. Roofs and roof structures (Chapter 615) [� f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other V -ob CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: L ,, C • L" Don C. Ford, Building Official don/sb.1 4 4 PROPERTY DESCRIPTION RECEIVED REPLAT -rRAcT ,A" NDCi q Uua -*3 c Lot # 2 , Block # Section # �LV 1 b 2000 Subdivision: M0QT1j ATt j,L(L FW_A<}I Citi or tlantic seacht Street Name `� DESCRIPTION OFS,� or Address: �� 1q ST sn� gnitlg (If in a FLOOD HAZARD Flood Zone: area complete page 3) Brief Description Fm LY -Res- Class of Work: Q.New Remodel/Addition: ZONING INFORMATION Type of Construction: `FrRPr11AF-- Zoning Proposed o0 District: RG Z Use:,Sf:Rg:$(bFL.LT-jq(_ Estimated Value $ `L2��000.— Exceptions or Variances Materials: UJOOD Granted: tiIO;JI✓ Solid or Filled Ground: _- Roof: META�-- Method of Heating: AIR/ RIR OWNER INFORMATION Property Owner: to AjZ(-�AT2E_T 4'fogtjF_L)UZ Phone: 2401 -q l b(O Mailing Address T TLA C-1i Zip: 3 22 3 CONTRACTOR INFORMATION Contractor: l)prRC-tPf9,F_\ `ISRNEWif Phone: Z4Q h& Mailing Address: N L_P JQl zip: 3 22 3 Expiration STATE LICENSE NO:C F2 Lq 61 Dater) 2400 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE .0' DD Contractor Signature DATE SWORN AND SUBSCRIBED BEFORE ME BY M,4--K6,¢rCF7- 5 , /Z'4je1/ry THIS / 6 DAY OF MtkAnamb lj r NOTARY PUBLIC *� ., W M MSSION 0 CC56=EXPIRES } a`= August 27,2000 •�A,%u(� BONDED M TROY FMN WA RVM W, CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 7 Date ai C� SCJ Heated Sauare Footage ©S- @ $ n�) per sq ft = $ Garage/Shed @ \' per sq ft = S D V Carport/Porch $ per sq ft = $ Deck @ per sq ft = —per sq ft = S Patio � @ S P � TOTAL VALUATION: S,2 Z J O 0 U Tc Valuation lst $ Remaining Value Ste. per thousand or portion thereof TOTAL BUILDING FEE $ �� + 1/ -' Filing Fee $ X/ 7 sy ( ) Fireplaces @ $15 . 00 $ _/ BUILDING PERMIT FEE WATER IMPACT FEE $ J-0.0 6 SEWER IMPACT FE $ 0O WATER METER/TAP 0-0 CAPITAL IMPROVEMENT $ �,'tS. O 0 SEWER TAP S —� ( 0 ) RADON (HRS) . 0050 8 0 SECTION. H PAVING l ) $ HYDRAULIC SHARES CROSS CONNECTION ,"o _5'� SURCHARGE . 0050 S1YsS OTHER S a GRAND TOTAL DUE 3� q 7 D - S� ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp : SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION-INFORMATION Permit Number: 19675 Address: 71 NINETEENTH STREET Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 15 Proposed Use: SINGLE FAMILY Lot(s):2 Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: 225,000.00 OWNERINFORMATION Date Issued: 3/07/2000 Name: CORNELIUS, MARGARET J. Total Fees: 3,470.53 Address: 71 19TH STREET Amount Paid: 3,470.53 ATLANTIC BEACH, FL 32233 Date Paid: 3/07/2000 _ Phone: (904)249-9706 Work Desc: CONSTRUCT NEW RESIDENCE PER PLANS NO RADON - SCHG 2205 :> PPLICATION FEES CONTRA -: R S .. _ CORNELIUS CONSTRUCTION COMPANY x PERMIT 1,254.50 WATER IMPACT FEE 510.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 85.00 RADON GAS-H.R.S. 0.00 RADON CAB 5% 0.00 CAPITAL IMPROVE. 325.00 CROSS CONNECTION -35.00 CONST.SURCHARGE 10.48 SCHARGE/ATL.BCH. 0.55 --ins -Re-Re uired FOOTING F ..SLAB COVER UP ,. FRAMING FINAL BUILDING CERTIF/OCCUPANCY INSULATION NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" _ ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. -- Operator: CHERYLE Date: 4/25/88 81 Receipt: 0052559 _ _ Total payment &N96�T_ICBEE &IILDING DEBT. FLOODPLAIN DEVELOPMENT INFORIMIATION Location:: r[ ST. A:EL .rnG 7&H .' f7l•-• Type of Development: Q -, - 2. Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. C OMIvIENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date Applicant's Signature 77 Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be received by 5 PM on the Monday prior to the scheduled meeting in order to be placed on the agenda. INCOMPLETE APPLICATIONS OR . INACCURATELY MARKED SITES WILL NOT BE PROCESSED. L MAZ6tAPDPNe -!(15 24 1-r'1 q b� T APPLICANT N ADDRESS TELEPHONE 2. 91 lq�t - ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: kms_/IgE m 1 moyED 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑ YES NO ❑ NOT SURE 5. PROPERTY ZONING: e RESIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER * EXTERIO ZONE** *Diameter at Breast Height(D.B.H.) is measured at 4.5 feet above grade. accurately determine diameter, measure the trunk circumference and divide by 3.1416. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. ** See attached diagram for determination of interior and exterior zones. 7. SITE PLAN/TREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height (DBH) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an"X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging, paint or tape. C) The front property corners must be marked by stakes or paint indicating the Lot Number or Address. 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. Applicant's Signature Date Owner's Signature Date CITY USE ONLY: Tree Conservation Board Chairperson Date TREE PROTECTION PROPERTY LINE PRIVATE PROTECTED TREE0 20.00' 08H F6" ORMORE --- --- -- --- -- ----- --- f qlll 7.50'PRIVATEPROTECTED I TREE I 01 0 1 PRIVATE PROTECTED TREE I � PROPERTY I LINE I ! o O I 0 8 H OF 20" OR MORE 17- 1w I mo PROPERTY 0 :2U- I (D B H OF 10- OR MORE IN LINE o I COMMERCIAL & INDUSTRIAL -<� PRIVATE mi PROPERTY) I PROTECTED o , > TREE nil I I 7.50' __T PRIVATE PROTECTED TREE � D 8 H OF 6" OR MORE 20.00' PROPERTY 0 LINE PROPERTY LINE SIDEWALK SIDEWALK PUBLIC PROTECTED TREE D 8 H OF 6" OR MORE (PUBLIC STREET) (PUBUC STREET) A. PRIVATE PROTECTED TREE 1. ANY TREE WITH A D 8 H OF: SIX (6) INCHES OR MORE LOCATED ON ANY LOT WITHIN TWENTY (20) FEET OF A STREET RIGHT-OF-WAY OR REAR PROPERTY LINE. SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY UNE AND TWENTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT. (EXCEPT 10 FOR COMMER- CIAL & INDUSTRIAL PROPERTY) rr 2. ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY, (� ARTMENT OF AGRICULTURE. B. PUBLIC PROTECTED ,TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHES OR LARGER WITHIN CITY RIGHT-OF-WAY. C. EXCEPTIONAL SPECIMEN TREE ANY TREE ON PRIVATE OR PUBLIC LAND DESIGNATED BY THE CITY COUNCIL AS A SPECIMEN TREE. TREEPRO CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT sill il''lli(II51t,WC Permit Number: 20159 Address: 71 NINETEENTH STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: 15 Proposed Use: SINGLE FAMILY Lot(s):2 Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: � ry V Date Issued: 6/05/2000 Name: CORNELIUS, MARGARET J. Total Fees: 25.00 Address: 71 19TH STREET Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/05/2000 Phone: (904)249-9706 Work Desc: CS#6 60AMPS 1 P 3W 240V COPPER 1-1/2"RW — TEMPORARY POLE BROOKS & LIMBAUGH PERF 25.00 FINAL ELECTRIC' NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $25.0014 Date: 6/05/00 01 Receipt: 0062289 ING DCHECKS 13033 ATLA TIC LACH BUILDEPT. 00100003221000 CITY OF ATLANTIC BEACH, FLORIDA APPro~l by APPLICATION FOR ELECTRICAL, PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:v/�J_ 19l/" 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 INA CORDANC WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 646 w�/, ia", Ire ELECTRICAL FIRM: /I)) MASTSIGNATURE,-, NAME w� ADDRESS: l RFD-BOX- BLDG. FDBOXBLDG. SIZE BETWEEN: RES. ( ) APT. ( ) comm. ( ) PUBLIC ( ) INDUS. ( ) NEW ( ! OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. SIGNS ( ) SQ. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ALUM. ( SWITCH OR BREAKER AMPS PH W VOLT ! ACEWAY 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 AMPS. 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 CEIL HEAT: KW-HEAT 0.1OVER MOTORS H.P. VOLTAGE PHS NO. 1 {(.P. VOLTAGE PNS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED $ TOTAL FEES CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION _ Permit Number: 21613 Address: 71 NINETEENTH STREET Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 15 Proposed Use: SINGLE FAMILY Lot(s):2 Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 3/15/2001 Name: CORNELIUS, MARGARET J. Total Fees: 64.00 Address: 71 19TH STREET Amount Paid: 64.00 ATLANTIC BEACH, FL 32233 Date Paid: 3/15/2001 Phone: (904)249-9706 Work Desc: New Plumbing CONTRACTORS APPLICATION FEES B & G PLUMBING PERMIT 64.00 Ins ions Required TOPOUT FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLA TIC CH BUIL ING DEPT. Date: 3!16/81 el Receipt: 8842418 CHECKS 18788 HI SM3221888 ' CITY OF ATI AZ`rTIC BEACH APPLICATION FOR P LUI�S.ING PERMIT JOB LOCATION:- -71 1 01'r4 STAT OWNER OF PROPERTY: P�6 �0�2,r E Ll 4/1 TELEPHONE NO. PLUMBING CONTRACTOR Qo-G PLumAl NC, CONTRACTOR' S ADDRESS :_ 23gy � (3c�� gC✓v STATE LICENSE NUMBER:_ TELEPHONE: HOW MANY OF THI FOLLOWING FIXTURES INSTALLED SINKS SHOWERS 3 LAVATORY 1 WATER HEATERS Z BATH TUBS i DISHWASHERS URINALS DISPOSALS Z CLOSETS ( WASHING MACHINE FLOOR DRAINS SHOWER PANS ! SEWER ( WATER REPIPE OTHER TOTAL FIXTURES :_ x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- - INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904 ) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 r PERMIT INFORMATION -_�----_ L4CATiON INFORMATION Address: 71 NINETEENTH STREET Permit Number: 22486 ATLANTIC BEACH, FL 32233 Permit Type: MECHANICAL Book: 15 Class of Work: NEW Township: Range: Lot(s): Block: Section: Proposed Use: SINGLE FAMILY Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: _. Improv. Cost: ___ Name: _OWNER INFORMATION ; Date Issued: 8/13/2001 CORNELIUS, MARGARET J. Total Fees: 61-00 Address: 71 19TH STREET Amount Paid: 61.00 ATLANTIC BEACH, FL 32233 Date Paid: 8/13/2001 Phone: (904)249-9706 - _ Work Desc: NOW HVACS --- - APPLIN FEE CATIO ___--.-- ---f _ CONTRACTOR 61.00 ESTES HEAT-AND AC, INC. 3 R(Uf 47 eARRA E,r>�'.' 'a � •.'R. '. 4 .ems+§ha iµu� ':,� _:: � { s may# +,A _ CTION NOTICE •INSPEG�QNS WST 9F_116a AT LIST�4 X10 K: Yr�,x rtp IN LIC SPACE, AND BUILDING MATERIk, RUBBISI;E DEBRIS_ MUST BE CLEAREDa P AND SHER CofrI�RACTOR OR AY BY_EITO "FAILURE TO COM : CO,NSN-` .� N LAW N F: IN THE PROPERTY OWNER I . fliNG IMP NTS ' . VD SUBJECT TO REVOCATION ISSUED ACCORDING TO APAPB PLAS FOR VIOLATION OF APPLIC AT NTI ;BEACH BUILDING DEPT. -Date: 8/13/01 01 Receipt: 008020 100100003221000 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC 3x CH.FLORIDA 3.1]] APPLICATION FOR MECHANICAL PERMIT �CALL•INN,S IMPORTANT— Applicant to complete ail items in sections I, II, III, and IV. LOCATION sh..t OF Lt.n.cHnq SI—W s....n _ \��-/•',?C�� And G IUILDING sY6aLl.i.n II. IDENTIFICATION —To be completed by all applicants. In con.id.r.lien ! permit qi.•n (o. J.inq th. .rwk .. d..cri6.d I th. .60. o.t.m•nl n6y.qr.. Io p.rfarm uld-wV fn .<c.rd.nc. 'th the .tt.dtVd pl n .nd :p.<ifiu l(am .6ich .r. P-1 h...o! end �n .cc a.d•nc. with th. City o!J.<kmn.ill. wdin.nc.. and .4nd.rd. of geed.pr.ctlu IiJ.d'Ih.r Gnk.dar �hinfl �( ' ��CD rr.F.rty Oen.r erAwtC.rn.r Sign. . o! N AYIh.IILd Aq.nl A-),;":.*' or Engln..r 111• GENERAL INFORMATION A. Type of .rGy lust: 8. © IS OTHER CON3TRULTION BEING DONE ON E).c}rf< THIS BUILOtNG OR 31TE7 ❑ Gu—❑ U ❑ N-N-1 ❑ C.ntnl Utility ❑ Gg IF YES, GIVE NUMBER OF CONSTRUCTION PERMIT ❑ OtAer— Sp-Jly IV. NOCHANKJJ,➢QUIrMWfT TO aR INSTALLED NATURE OF WORK (Irov{de ceteplele Ild e!componenh..1,-6 R1 thi.i—I LUQ/ Residential or ❑ CDmmerclal ❑, Haat ❑ Specs ❑ Reaws.d ❑ Cenrn.l ❑ F16— Now Building ❑ Air Ce.ddle.inq: ❑ Roe c .e Ct� /❑ Exl.ling Building C] De Sye—: Malan. k}M,��( C-. ❑ Replacement al existing system M..1.nYrw c.p.dty �j� New Installation(No system previously Installed) ❑ Rdriq.l.Ha. ❑ EAtenslon or add-on to existing system ❑ Coa11p la+,er; Cap.6tyC3Ottter— 3psclfy 9-p+� ❑ Fire .*rin}lens N.mk.r 4 )%«d. . ❑ Efe..t« Q Menlih ❑ Eaui.ler (.YtwbNl - . ❑.61adi.e Perp. I I THIS 5►AC2 POR CIMC& USi ONLY ❑. T.e}a (eY..b..l U ❑ LIC cenhl.er. t-6-1 I ❑ Usllred P.__vel . ❑ {si)sn /.n..(t Applo..d by 0..� ❑ OMw—'Specify /Nasi)Fee LIST ALL SQULP%&ENT AJX CONDmONING AND RErIUCERATION EQUMMENT Number Un)ta Dtu eaarlpuoa Yodel Number Yaautaarer K`oe.tr J.ppm�.at r� ITSATLNG - PURNACE3, BOILER-, FIRM ACES t7 NumberUa)4 IO..arlptSm Yodel Numts.r YaautsusCtrer C( ) 17 TAN X3 now)"n7 11amb-1 Cap-city Tr" uquw Named Set A4P�vin gad Dlmaodaoa Contsinad Yanutaaturor No. A{'rac7 CITY OF ATLANTIC BEACH ^� DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT PERMIT If LOCATION INFORMAt1til Permit Number: 22493 Address: 71 NINETEENTH STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 15 :2 Block: Section: Square Feet: Proposed Use: SINGLE FAMILY Lots Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: -- ___ OWNER IN ORMATION - Date Issued: 8/14/2001 Name: CORNELIUS, MARGARET J. Total Fees: 72.00 Address: 71 19TH STREET Amount Paid: 72.00 ATLANTIC BEACH, FL 32233 Date Paid: 8/14/2001 �1 Phone: (904)249-9706 Work Desc: NEW 200AMP/1 PH/3W/240V/3" RWAY ----- C NTRACTQR S APPLICATION FEES---.__-_-- _ BlVINS ELECTRIC CO. �- ER 72.00 7M ff . - � �x e T- M1 0 %� NOTICE- I SCT _ O S'�ED ►' LArt4J-1fr PECTION s; � ^; i rte, BUILDING MATERIA, RUBBI - y# I 1 we R t 'rl t ED INP LIC SPACE, AND MUST BE CLEARED AND AY BY"EITWER CONTRACTOR ORO .. " FAILURE TO COM W1TN 0 6 t1EN N IN THE .. a•` - p PROPERTY OWNER iris _ ..6&61NG IMP NTS ISSUED ACCORDING TO APPR PLATS R1 T FHI D SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE �VIdS F $72.88 14 NTICI .EACH BU LD NG DEPT. Date: 8/15/91 91 Recei . loam -------- i€CRg 6842 —-------—_-- -- 08180003221088 RL'g 15 01 09: 38a Bivins Electric Company 9042490336 p• 2 Y OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 1 _✓ w:2�) WORTANT NOTICE: I CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE B AGREE TO PERFORM SAID WOR ORDANCE WITH THE ATTACHED PLANS AND SPECIFICATI;Jh6, RICH RE A PART HEREOF,AND IN- ZrORDAN E WIT H THE E TRICAL REGULATION DES AND CITY ATLA If 13EACH OR A CES. r 04; ECTRICAL RRM: / ELECTRIC} l GNATCURRE NAME A { I AO RESS: /E _ ( 1 l� V . RFC_Box BLDG.SIZE BETWEEN: RES( ) Apr.( ) C0w11L I 1 PUBLIC( } INDUS.l 1 NEW V} OLD I 1 RELY.( I AODITION( ) TRAILER i 1 TEMP.( ) SIGNS ( ) $q FT_ SERVICE- NEW( } INCREASE( ) REPAIR i 1 F=E CZNI3UCT'OA SIZE 'n AMPS P�UCOPPER f ) ALUM_(�) I MTCH OR BREAKER U v AAWS PHI ,/W 12 VOLT I I J RACEWAY I EXIST.SERV.SIZE AMPS I PMI W VOLT I RACEWAY I - FEEDERS NO. SIZE NO, SIZE NO. SIZE I /� LIG7ITING OUTLET5 I I CONC`ALED I OPEN I ( TOTAL I .. RECEPTACLES ,/V I CONCEALED I I OPEN TOTAL I I I oao AM►%_ I 1 ]t-SOD AMP%. I . SW ITCH M5 INCANDESCENT 4 I FLUORESCENT&M.V. 1 I 0 EN FIJ[ED o.taO AMP%. OVCR -1 APPLIANCZ3 I I I BELL TRANSF. G H-P.RATING CONOITIONING GOMP MONOR I OTHER MOTORS I AMPS CELL HEAT) KEN-HEAT � � 1 1 4 i f avis MOTORS H.P. VOLTAGE 1 PHS NO, I 1 N.P. VOLTAGE I PMS FAISCELLANEOUS I w TRANSFORMERS I UNDER 6W V. I OVER 600 V, 4 NO. I KVA 'I j NO. KVA NO_NEGN TRANSF. NO_ i VA. I;VIA. MOTOR SIZF SWITCH FLASHE EACH SIGN I FORWARDED S TO7AL FEES CITY OF rg�i°aostLc �eacl - �Qcvrida 800 SEMINOLE ROAD _ ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX(904) 247-5805 SUNCOM 852-5800 DATE - r = 61 JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS CWXP-" S Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC EACH BUILDING DEPARTMENT CITY OF &444 c Veacl - 800 SEMINOLE ROAD _ ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5800 �� FAX (904) 247-5805 SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS Please call me at 904-247-5826 if you have an uestions. Sincerely, ATLANTIC, EACH BUILDING DEPARTMENT CITY OF �t�ctettic �ecu�i — jet 800 SEMINOLE ROAD ATLANTIC BEACH.FLORIDA 32233-5445 TELEPHONE(404)247-5800 FAX(404)247-5805 a SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS f L 77 f Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT y. \ OF ( � �� Be office of Building ficial o� 59 REQUEST FOR INSPECTIO0) - vl1), I96 • Permit DateA.M. Time I Received / lily Job dre /d Owner's 1 1 J2J Contractor Name LUMBING MECHANICA UILDING CONCRETE ELECTRIC ❑ Rou h ❑ Air ond. & ❑ Footing ❑ Rough Wiring Top Out El Heating Framing ❑ Slab ❑ Temp Pole ❑ Fire Place Re Roofing 11 Final [7 Sewer Pre Fab Insulation ❑ Lintel READY FOR INSPECTION A.M. Wed. Thurs. Friday P.M. Mon. Tues. r A.M. P.M. 7 Inspection Made ! Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date AA11�� /CITY OF !&Ut/ 4&4#s,IC /.i�-Office of Building icial REQUEST FOR INSPECTION Date v U Permit No. J-3 Time n t H.lOh Received Owner's Job Address }lity 06-1 ,_,Cr',1,,- / Name n-c-l" BUILDING CONCRETE ELECTRICAL MBI MECHANICAL Framing ❑ Footing ❑ Rough Wiring E, ough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ -34LOut ❑ Heating Insulation ❑ Lintel ❑ Final ❑ �Seeve► ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. T urs. Friday P.M. I - ) --- A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 71 NINETEENTH STREET Owner: COR 19TH IUS, MARGARET J. ATLANTIC BEACH, FL 32233 71 STREET ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 19675 Date: 8/14/2001 DON C. F RD, C. O. Post in a conspicuous space s r� Lar�y, CITY OF ATLANTIC BEACH Cc. BUILDING / ZONING DEPARTL. Ford DEPARTMENT L. Higgins r� 800 Seminole Road oerr Atlantic Beach Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: 104 1, Applicant: Project: YL�- I Q'�l Ff 1/t This permit application has been: ❑ Ap oved Reviewed and the following items need attention: ah Q V Please re-submit you p ' ation when these items have been completed. Reviewed By: Date: Z� Date Contractor Notified: -1-tw -, RECEIVED cirY of nr_4. -:;BEACH ter; Y 7CITY OF ATLANTIC BEACH !'�4� ��r FENCE PERMIT APPLICATION JUN 1 4 2005 'rLJ;ilp p Date: �p BY: t� Job Address: I ` ( uut— Owner's Name: Address: ,( Y SI -- Phone. Legal Description: Block Number: Lot Number: Zoning District: 3 , � No 4 Af V p6-A- -- czi 3 3 3g�— Fence Contractor: Y Address: �J6 kfjy o5 Phone: 3 CI 3 ' 3 35 City:,— S State: Zip: Fax: Type of fence and materials to be used: J•C 60,I%–S (wo 'n) Valuation Of Fence: U *Interior Lot ❑Comer Lot ❑ Dumpster or storage tank enclosure N Is approval of Homeowner's Association or other private entity required? 0 If yes,please submit with this application. Tree Protection: O.MApplicant certifies that no trees will be removed for the installation of this fence. YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspondence regarding this application(please print). Name: �I1V(4�� Mailing Address: Phone: ��"/� -7— Fax: E-Mail: 60, 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Revised 3/04/04 Page 1 -TV I hereby certify that all informaion o ided yvith this appli ah n is correct. /• Signature of Owner: /l�t --_— Date: I herebycertify that I have �eandamined this application and know the same to be true and correct. All provisions of the laws and fY ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: AS TO OWNER: Sworn to and subscribed before me this day of Ju^-Q-- 120 State of Florida,County of Duval Notary's Signature: --f ;:�"a;6• JEANNE M.SHAW tCOMMISSION#DO 435986 ❑ Personally known EXPIRES:May 31,2009 LL Bonded ThruNotary Public Underwriters produced Identification bay•.. s Type of Identification Produced r L L AS TO CONTRACTOR: `` Sworn to and subscribed before me this 4rtti� day of 1.. 1200S-. State of Florida,County of Duval Notary's Signature: }ti V P1, JEANNE M.SHAW � ?t Personally known _.: MY COMMISSION#DO 435986 ❑ P`• EXPIRES:May 31,2009 flf Std`. BorWedThruNotaryPublicUnderwriters [Produced Identification i - Type of Identification ProducedL-- 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Page 2 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Revised 3/04/04 MAP SHOWVVG BOUNDARY SURVEY OF Lot 3, except the East 10 feet thereof, together with the East 7 feet of Lot 2, as shown on the REPLAT OF TRACT "A" NORTH ATLANTIC BEACH, UNIT NUMBER 3, as recorded in Plat Boob 15, page 93 of the Current Public Records of Duval County, Florida. Certified to:STEPIIANIE L. HARDEMAN; AMSOUTH BANK; STEWART TITLE GUARANTY COMPANY, INC.; RICHARD T. MOREHEAD, P.A.; 0 10 20 40 &?AAWC SCALE 1N FEET 1. 70' N 0 y SEMINOLE D U N E S ( as per O.R. Vol. 5793 page 776 7ND 1/2'I.P. ca+dx a1 IND. 1/2"REBAR (R. MLL£R) 0.3• (L.B. 5188) i. Found Canc. *.oM UW1arE111:E (Ia1 "S x 57. —_- 4'afNN twa I 60.00 60.00 Found AfAABOX 2— Alt~ 00 SIDING PIS O F.F.E_=(12.5)P 40.0' 8 50 CONC. UNDER 8.50 �- - X3.4 Ga Q~' O 1ST STDR)'/ Cl m � Iflj y Z �j mayno r � d N 1" 12 12 J ' 'c 02 P. r p�' 9.3' v 1/D 12.5' 2ND S ' 12.5' "D ^CONCRETE Found Can zoo MnnumentP.P. ° :•:. 80.00' 6D 00 o - RAW PLS 4690 ,'.�.`K..4 SET 1/2"LP. 1ND 1/2'R£BAR 5' WATERLINE EASEMENT, as per (R. MILLER) (L.B. 5488) J O.R. Val. 5372, page 829 smltvy rewv m rn 1 9 th S T_R E E T ( A 40• Public Road Right Of WDy SOURCE BENCHMARK Found R.R. Sp&e in East face of Wooden Power Pole at Beach Awnua 100•North of 197h STREET. Eleoation .. 22.64) ✓UNE 16, 2004 UPDATE(98-3181-5) RFP MAP AUGUST 15 2001 CUSTOM F/NAL (98-3181-4) RFP 1059.•30 MARCH 22 2001 CUSTOM FOUNDA716YV(98 3181-3) RFP 1023.55 F£9. 9 21401.• CU5MM HOUSE STA IT£OUT(98-3181-2) RFP 1023.54 4x4 TS COLUMN 3" PIPE COLUMN 1x6 WRAP w/ 1x6 WRAP FLAT HEAD SELF TAPPING SCREWS TYPICAL COLUMN WRAP TYPICAL COLUMN WRAP AT TS COLUMN AT PIPE COLUMN 4 '/," (3) 2x12 2x BAND, RELIEVE AT rig POST CAP FOR FLUSH �U,L�`�,f FIT. 2x_ ON BOTTOM OF BEAM 2x BAND, RELIEVE AT POST CAP FOR FLUSH FIT. TYPICAL EXTERIOR TRIM TYPICAL EXTERIOR TRIM AT PIPE COLUMN AT PIPE COLUMN DETAIL OF TRIM AT POST CORNELIUS RESIDENCE JEFFREY K. HULSBERG, P. E. 3015 HARTLEY ROAD, Ste 10 (BOX 25) JACKSONVILLE, FG 32257 C ALE: NTS PH (904) 886-2401 FAX (904) 260-4367 DJM II n z CA D CC) cc) 04 NO A f D ao D X rriC .� i pv `� a) C� +ice X x m C n<i r X X V M O r a° D on a) x Z A � m rn d 3 —� X r r c m (n Cn � y opo �cj Z � N m � N A O W v W zi U1 C� z y D c CID o�J No A 1 D oil — CO y gN OD • U) co ro A X r n r C m (n cn U v � o � N OA U W Z W O z � ( r +✓ j-% CeTnelius Construction CvI— 08/22/99 N(neteenth St., Atlantic Beach Design Based on 1997 SBCCI, Section 1606 Roof Pitch : 3/12 Mean Roof Height ( ft ): 22 Wall Height: Varies Velocity Pressure (psf): 27.59 Wind Speed(mph) : 110 End Zone Length ( ft ) : 8 Wind Front to Back: Transverse Right or Left Sidewall : Length of Load Area - 16.5' Description Width (ft) Height (ft) GCp Pressure (psf) Load @ Top Plate (lbs) First Floor Wall 8 8 1.65 27.59 1457 First Floor Wall 8.5 8 1.1 27.59 1032 Second Floor Wall 8 9 1.65 27.59 3277 Second Floor Wall 12 9 1.1 27.59 3277 Shearwall Length: 4.5'+9'=13.5' Total 9043 Load Shearwall Unit Length Shear Unit Shear: 9043.21 13.5 669.9 plf 1st. floor SW(3) w/ HTT22, SYP Studs 3277.40 27 ,121.4 plf 2nd floor SW Wind Side to Side: Transverse Front Wall of Main Frame: Length of Load Area - 8'+8.25'=16.25' Description Width (ft) Height (ft) GCp Pressure (psf) Load @ Top Plate (lbs) First Floor Wall 8 8 1.65 27.59 1457 Second Floor Wall 8 9 1.65 27.59 3277 Second Floor Wall 20.25 9 1.1 27.59 5531 Shearwall Length: 3.75'+9'+9'=21.75' Total 10265 Load jj" Unit Shear: 10264.65floor SW(3)w/ HTT22 4404.01IC BEACH UI. ING OFFICE FEB 2 8 2000 Jeffrey K. Hulsberg, P.E. (904) 886-2401 1 Cornelius Construction 08/22/99 Nineteenth St., Atlantic Beach Rear Wall of Main Frame: Length of Load Area - 8.25' Description Width (ft) Height (ft) GCp Pressure (psf) Load @ Top Plate (lbs) First Floor Wall 8.25 8 1.65 27.59 1502 Second Floor Wall 8 9 1.65 27.59 3277 Second Floor Wall 3.25 9 1.1 27.59 888 Shearwall Length: 9+(3.5+3.5)*.6+9=22.2' Total 5667 Load ShearwalI Unit Length Shear Unit Shear: 5667.18 22.2 255.3 plf 1st floor SW(3) w/ MTS27B 2082.52 27 77.1 plf 2nd floor SW SW- Shearwalls nailed at 6" o.c. on edges and 12" o.c. on intermediate supports with 8 d common. SW(3) - Shearwalls nailed at 3" o.c. on edges and 12" o.c. on intermediate supports with 8 d common. Jeffrey K. Hulsberg, P.E. (904) 886-2401 2 Loft Beam TJ-Been— v540 Serial Number 709044564 3 Pcs of 1.75" x 11.875" 1.9E MicrollamQ LVL BEAMUSA 1111 9/28199 4 47:34 PM Page 1 of 1 Build Code 099 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED i I I 16' Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR- RES.Application. Tributary Load Width: 8' Loads(psf): 40 Live at 100%duration, 15 Dead. 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 120 120 0 to 16' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE!DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 3.5" Left Face 3520(81.25)1205815578 Other: 2 2x4 Plate 3.50" 3.5" Right Face 3520(R1.25);2058{5578 Other: DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(�,�� °^) 5462 3878 11845 Passed(33%) Lt. end Span 1 under Floor loading Moment(ft-Ib) 21391 17709 26772 Passed(66%) MID Span 1 under Floor loading Live Defi.(in) 0.455 0.522 Passed(U413) MID Span 1 under Roof loading Total Deft.(in) 0.720 0.783 Passed(U261) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL: U360,TL:Lt240). - Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"ofc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Code SBCC analyzing the TJM Residential product listed above. -Note: See TJM SPECIFIER'S!BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Cornelius Const Huisberg Engineering Lot 3, 19th St. Jeff Hulsberg 3015 Hartley Rd., Suite 10 Jacksonville, FL 32257 904 886-2401 904 260-4367 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Prop"'and TJ-BeamTM are trademarks of Trus Joist MacMillan. MicrollamS is a registered trademark of Trus Joist MacMillan C 1TJ15eam\NAUnput RieslComelius,lot 3,19th st,side loft beam bm D co z K: m f o \o .W •r m M XC)o CC) x x v v � N z 0 ao � LnO ^ D m N CC) N O —� rn ® 0 c l V I r O O m n D z - °° O i^x oOta I f x C- >^\ Z:,t i 2O m x O m r ooN m � r3 X � � ym ID N o cid z rn`1 X N m N N CA v W Q> � M Floor Beam supporting Comer of Loft TJ-BeamT1 v5.40 Serial Number:709044564 4 PCS of 1.75" x 11.875" 1.9E Microllam® LVL BEAMUSA 1111 11/17/99 10:46:01 AM Page 1 of 2 Build Code:099 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED i � . 1 16' Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1'4" Loads(psf):40 Live at 100%duration, 15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Roof(1.25) 2961 2641 3'9" Adds to Point(lbs.) Floor(1.00) 1562 1131 3191, Adds to Point(lbs.) Roof(1.25) 1360 1156 3'9" Adds to Uniform(plf) Floor(1.00) 320 120 0 to 4' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 3.50" 3.5" Left Face 6079(R1.25)/4556/10635 Other: 2 Parallam®PSL,PPCB 3.50" Hanger Right Face 1938(R1.25)/1539/3477 Detail H1 -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):H1. HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER Right Face HHUS7.25/10 No No N/A N/A 30-16D N/A 10-16D -Multiple plies of 1.75"Parallam®PSL may result in lower hanger capacity.See Hanger Manufacturer's literature for limitations. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 10545 9948 19742 Passed(50%) Lt.end Span 1 under Roof loading Moment(ft-Ib) 34344 34344 44621 Passed(77%) MID Span d under Roof loading Live Defl.(in) 0.371 0.518 Passed(U503) MID Span 1 under Roof loading Total Defl.(in) 0.665 0.777 Passed(LI281) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: Cornelius Construction Hulsberg Engineering Lot 3 , 19th St..Alantic Beach Jeff Hulsberg 3015 Hartley Rd.,Suite 10 Jacksonville,FL 32257 904 886-2401 904 260-4367 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Pro—and TJ-Beam—are trademarks of Trus Joist MacMillan. Microllam@ and Parallam®are registered trademarks of Trus Joist MacMillan. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. C'I�Z�/ W Header in Loft TJ-Beam" v5.40 Serial Number:709044564 2 Pcs of 1.5 x 7.25" 1.6E SOLID SAWN SOUTHERN PINE #2 BEAMUSA 1111 11/17199 10:21:36 AM Page 1 of 1 Build Code:099 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 Overall Dimension=16' i �]✓ 21 3 n —3.9" —8'6" All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting ROOF Application. Tributary Load Width:1' Loads(psf):20 Live at 125%duration, 17 Dead,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Tapered(plf) Roof(1.25) 100 to 230 90 to 196 0 to 8' Adds to Tapered(plf) Roof(1.25) 230 to 100 196 to 90 8'to 16' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 3.50" 3.5" Left Face -164/-20/-184 Blocking 2 Column 3.50" 3.5" Centered 1525/1345/2870 Blocking 3 Column 3.50" 3.5" Centered 1525/1345/2870 Blocking 4 Column 3.50" 3.5" Right Face -164/-20/-184 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1732 1466 1631 Passed(90%) Rt.end Span 2 under Roof ADJACENT span loading Moment(ft-Ib) 2100 2100 3285 Passed(64%) Rt.end Span 1 under Roof ADJACENT span loading Live Defl.(in) 0.063 0.283 Passed(U999+) MID Span 2 under Roof ALTERNATE span loading Total Defl.(in) 0.116 0.425 Passed(U882) MID Span 2 under Roof ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 15'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. -The load conditions considered in this design include alternate and adjacent member skip loading. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help, Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. Allowable Stress Design methodology was used for Code SBCC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: Cornelius Construction Hulsberg Engineering Lot 3 ,19th St.,Alantic Beach Jeff Hulsberg 3015 Hartley Rd.,Suite 10 Jacksonville, FL 32257 904 886-2401 904 26013367 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Beam—is a trademark of Trus Joist MacMillan. Typical Loft Joist TJ-Beam— v5.40 Serial Number:709044564 11.875" TJI®/Pro TM-350 JOIST @ 24.0" o/c BEAMUSA 1001 11/17/99 12:04:23 PM Page 1 of 1 Build Code:099 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 2- Product Diagram is Conceptual. LOADS: Analysis for Joist Member Supporting FLOOR-RES.Application. Loads(psf):40 Live at 100%duration, 15 Dead,0 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Plate 5.50" 4.25" Left Face 640/240/880 Detail A3 1.25"LSL Rim 2 2x6 Plate 5.50" 4.25" Right Face 640 1240/880 Detail A3 1.25"LSL Rim See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. -CAUTION:Required bearing length(s)exceed the minimum shown in the TJM Builder's guide for single family residential applications. Limits:End supports,3.5".Intermediate supports,3.5"with web stiffeners and 5.25"without web stiffeners. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 839 830 1420 Passed(58%) Lt.end Span 1 under Floor loading Reaction(lb) 839 839 1420 Passed(59%) Bearing 1 under Floor loading Moment(ft-Ib) 3198 3198 5200 Passed(61%) MID Span 1 under Floor loading Live Defl.(in) 0.242 0.381 Passed(Ll755) MID Span 1 under Floor loading Total Defl.(in) 0.333 0.763 Passed(L/549) MID Span 1 under Floor loading -Allowable moment was increased for repetitive member usage. -Deflection Criteria:STANDARD(LL:0480,TL:L/240). -Deflection analysis is based on composite action with single layer of the appropriate span-rated,GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Code SBCC analyzing the TJM Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: Cornelius Construction Hulsberg Engineering Lot 3 , 19th St.,Alantic Beach Jeff Hulsberg 3015 Hartley Rd.,Suite 10 Jacksonville,FL 32257 904 886-2401 904 260-4367 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. Pro—,TJ-Pro-and TJ-Beam-are trademarks of Trus Joist MacMillan. TJI®is a registered trademark of Trus Joist MacMillan. C- 'j5+�A0,`VV/W40i Joist Right and Left of Stairwell in Loft TJ-Beam" v5.40 Serial Number:709044564 2 PCS of 11.875" TJI®/Pro TM-350 JOIST BEAMUSA 1001 11/17/99 11:54:07 AM Page 1 of 1 . Build Code:099 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -2 Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width:2' Loads(psf):40 Live at 100%duration, 15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Floor(1.00) 1105 434 T13" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Plate 5.50" 4.25" Left Face 1517/584/2101 Detail A3 1.25"LSL Rim 2 2x6 Plate 5.50" 4.25" Right Face 868/330/1198 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. -CAUTION:Required bearing length(s)exceed the minimum shown in the TJM Builder's guide for single family residential applications. Limits:End supports,3.5".Intermediate supports,3.5"with web stiffeners and 5.25"without web stiffeners. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2064 2051 2840 Passed(72%) Lt.end Span 1 under Floor loading Reaction(lb) 2101 2101 2840 Passed(74%) Bearing 1 under Floor loading Moment(ft-Ib) 6129 6129 10000 Passed(61%) MID Span 1 under Floor loading Live Defl.(in) 0.271 0.383 Passed(U680) MID Span 1 under Floor loading Total Defl.(in) 0.374 0.767 Passed(U492) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL: 0480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code SBCC analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Cornelius Construction Hulsberg Engineering Lot 3,19th St.,Alantic Beach Jeff Hulsberg 3015 Hartley Rd.,Suite 10 Jacksonville,FL 32257 904 886-2401 904 260-4367 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. Pro",TJ-Pro-and TJ-Beam""are trademarks of Trus Joist MacMillan. TJ 18 is a registered trademark of Trus Joist MacMillan. ,/V4e Loft Floor Beam at Stairwell TJ-Beam'" v5.40 Senal Number:709044564 1.75" x 9.5" 1.9E Microllam® LVL BEAMUSA 1111 11/17/99 11:5022AM Page 1 of 1 Build Code:099 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 t D2 8'6" Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:6'6" Loads(psf):40 Live at 100%duration,15 Dead,0 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Parallam®PSL,PPCB 3.50" Hanger Left Face 1105/434/1539 Detail H1 2 Parallam®PSL,PPCB 3.50" Hanger Right Face 1105/43411539 Detail H1 -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s): H1. HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER Left Face HUS1.81/10 No No N/A N/A 30-16D N/A 10-16D Right Face HUS1.81/10 No No N/A N/A 30-16D N/A 10-16D -Multiple plies of 1.75"Parallam®PSL may result in lower hanger capacity.See Hanger Manufacturer's literature for limitations. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1433 1147 3159 Passed(36%) Lt.end Span 1 under Floor loading Moment(ft-Ib) 2837 2837 5887 Passed(48%) MID Span 1 under Floor loading Live Defl.(in) 0.112 0.264 Passed(U852) MID Span 1 under Floor loading Total Defl.(n) 0.155 0.396 Passed(U612) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom) must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code SBCC analyzing the TJM Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: Cornelius Construction Hulsberg Engineering Lot 3 , 19th St.,Alantic Beach Jeff Hulsberg 3015 Hartley Rd.,Suite 10 Jacksonville,FL 32257 904 886-2401 904 260-4367 Copyright C 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Pro—and TJ-Beam"are trademarks of Trus Joist MacMillan. Microllam and Parallam@ are registered trademarks of Trus Joist MacMillan. Simpson Strong-Tie Connectors@ is a registered trademark of Simpson Strong-Tie Company,Inc. Beam under rear Comer of Loft TJ-Beam- v5.40 Serial Number 7o%44564 3 PCS of 1.75" x 11.875" 1.9E Microllam® LVL BEAMUSA 1111 11/17/99 11:4328 AM Page 1 of 1 Build Code:099 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED I I L n 12'6"— Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: V Loads(psf):40 Live at 100%duration, 15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Roof(1.25) 2961 2641 3'9" Adds to Point(lbs.) Roof(1.25) 1360 1156 3'9" Adds to Uniform(plf) Floor(1.00) 320 120 0 to 4' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.50" 5.5" Left Face 4422(R1.25)/3314/7735 Other: 2 Column 5.50" 5.5" Right Face 1679(R1.25)/1366/3045 Other: DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 7565 6994 14807 Passed(47%) Lt.end Span 1 under Roof loading Moment(ft-Ib) 22856 22856 33465 Passed(68%) MID Span 1 under Roof loading Live Defl.(in) 0.199 0.394 Passed(L 715) MID Span 1 under Roof loading Total Defl.(in) 0.360 0.592 Passed(L/395) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges'(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code SBCC analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Cornelius Construction Hulsberg Engineering Lot 3 , 19th St.,Alantic Beach Jeff Hulsberg 3015 Hartley Rd.,Suite 10 Jacksonville,FL 32257 904 886-2401 904 260-4367 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Pro-and TJ-BeamTM'are trademarks of Trus Joist MacMillan MicrollamG is a registered trademark of Trus Joist MacMillan. Floor Beam supporting Comer of Loft TJ-Beam- v5.40 Serial Number:7090445642 Pcs of 1.75" x 11.875" 1.9E Microllam® LVL BEAMUSA 1111 11/17/99 11:29:54AM Page 2 of 2 , Build Code:099 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code SBCC analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: Cornelius Construction Huisberg Engineering Lot 3 , 19th St.,Alantic Beach Jeff Hulsberg 3015 Hartley Rd.,Suite 10 Jacksonville,FL 32257 904 886-2401 904 260-4367 Copynght©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Pro-and TJ-Beam-are trademarks of Trus Joist MacMillan. Microllam and Paral!am are registered trademarks of Trus Joist MacMillan, Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. C:\TJBeam\NA\Input Files\Cornelius,Lot 3,Floor Beam at comer of Loft.bm Floor Beam supporting Comer of Loft TJ-Beam'"' v5.40 Serial Number:709044564 2 Pcs of 1.75" x 11.875" 1.9E Micro{lam® LVL BEAMUSA 1111 11/17/99 11:29:54AM Page 1 of 2, Build Code:099 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED l'1 2 Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1'4" Loads(psf):40 Live at 100%duration, 15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Roof(1.25) 2014 1303 3'9" Adds to Point(lbs.) Floor(1.00) 1562 1131 3'9" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 3.50" 3.5" Left Face 3175(R1.25)/2123/5298 Other: 2 Parallam®PSL,PPCB 3.50" Hanger Right Face 1254(R1.25)/815/2069 Detail H1 See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):H1. HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER Right Face U410 No No N/A N/A 14-16D N/A 6-1 OD -Multiple plies of 1.75"Parallam®PSL may result in lower hanger capacity.See Hanger Manufacturer's literature for limitations. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5283 5189 9871 Passed(53%) Lt.end Span 1 under Roof loading Moment(ft-Ib) 18388 18388 22310 Passed(82%) MID Span 1 under Roof loading Live Defl.(fn) 0.440 0.518 Passed(L/424) MID Span 1 under Roof loading Total Defl.(in) 0.733 0.777 Passed(L/255) MID Span,1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: Cornelius Construction Hulsberg Engineering Lot 3 , 19th St.,Alantic Beach Jeff Hulsberg 3015 Hartley Rd.,Suite 10 Jacksonville,FL 32257 904 886-2401 904 260-4367 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ Pro-and TJ-Beam-are trademarks of Trus Joist MacMillan Microllam&and Parallam®are registered trademarks of Trus Joist MacMillan. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. C:\TJBeam\NA\Input Files\Cornelius,Lot 3,Floor Beam at corner of Loft.bm CBeam under Right and Left Side of Loft TJ-BeamT" v5.40 Serial Number:709044564 2 Pcs of 1.75" x 14" 1.9E Microllam® LVL BEAMUSA 1111 11/17/99 10:28:43AM Page 1 of 1 Build Code:099 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED - I — — 2 16' —E Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:1' Loads(psf):40 Live at 100%duration, 15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Roof(1.25) -164 -20 0 Adds to Point(lbs.) Roof(1.25) 1525 1345 3'9" Adds to Point(lbs.) Roof(1.25) 1525 1345 12'3" Adds to Point(lbs.) Roof(1.25) -164 -20 16' Adds to Uniform(plf) Roof(1.25) 160 136 0 to 16' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.50" 5.5" Left Face 2961 (R1.25)/2641 /5602 Other: 2 Column 5.50" 5.5" Right Face 2961 (R1.25)/2641 /5602 Other: DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5665 5194 11638 Passed(45%) Lt.end Span 1 under Roof loading Moment(ft-Ib) 20519 20519 30323 Passed(68%) MID Span 1 under Roof loading Live Defl.(in) 0.353 0.511 Passed(U521) MID Span 1 under Roof loading Total Defl.(n) 0.655 0.767 Passed(U281) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code SBCC analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection- PROJECT INFORMATION OPERATOR INFORMATION: Cornelius Construction Hulsberg Engineering Lot 3 , 19th St.,Alantic Beach Jeff Hulsberg 3015 Hartley Rd.,Suite 10 Jacksonville,FL 32257 904 886-2401 904 260-4367 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Pro—and TJ-BeamT""are trademarks of Trus Joist MacMillan. Mlcrollam®is a registered trademark of Trus Joist MacMillan. C. Floor Beam at Right and Left of Porch TJ-Beam" v5.40 Serial Number:709044564 3 Pcs of 1.5" x 11.25" 1.6E SOLID SAWN SOUTHERN PINE #2 BEAMUSA 1111 11/17/99 9:37:44AM Page 1 of 1 Build Code:099 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED I LF-1 12'6" Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:6'Y Loads(psf):40 Live at 100%duration, 15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 0 80 0 to 9' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Beam 3" 3" Left Face 1562/1131 /2693 Blocking 2 Beam 3" 3" Right Face 1562/925/2488 Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2639 2175 3038 Passed(72%) Lt.end Span 1 under Floor loading Moment(ft-Ib) 7969 7969 8869 Passed(90%) MID Span 1 under Floor loading Live Defl.(in) 0.148 0.408 Passed(L/991) MID Span 1 under Floor loading Total Defl.(in) 0.251 0.613 Passed(L/586) MID Span 1 under Floor loading -Allowable moment was increased for repetitive member usage. -Deflection Criteria:STANDARD(LL:U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom) must be braced at 6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Code SBCC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: Cornelius Construction Hulsberg Engineering Lot 3 , 19th St.,Alantic Beach Jeff Hulsberg 3015 Hartley Rd.,Suite 1C Jacksonville,FL 32257 904 886-2401 904 260-4367 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProTm and TJ-Beam'""are trademarks of Trus Joist MacMillan. Beam at Front of Loft TJ-Beam" v540 Senna_I"N'u�mber:709044564 Z Pcs of 1.75" x 9.5" 1.9E Microllam® LVL BEAMUSA 1111 11!17/99 1112:49AM Page 1 of 2 Build Code:099 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension=16' n ? l3 F 3-9" F— 8'6" 3'9.1-- Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:8' Loads(psf):40 Live at 100%duration, 15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Roof(1.25) -164 20 0 Adds to Point(lbs.) Roof(1.25) 1525 1345 T9" Adds to Point(lbs.) Roof(1.25) 1525 1345 12'3" Adds to Point(lbs.) Roof(1.25) -164 -20 16' Adds to Point(lbs.) Roof(1.25) 1360 1156 0 Adds to Point(lbs.) Roof(1.25) 1360 1156 16' Adds to Uniform(plf) Roof(1.25) 120 102 0 to 16' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 3.50" 3.5" Left Face 2014(R1.25)/1303/3317 Other: 2 Column 3.50" 3.5" Centered 4865(R1.25)/3068/7933 Detail B3 3 Column 3.50" 3.5" Centered 4865(R1.25)/3068/7933 Detail B3 4 Column 3.50" 3.5" Right Face 2014(R1.25)/1263/3277 Other: -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):B3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5761 1853 6318 Passed(29%) Lt.end Span 2 under Floor ADJACENT span loading Moment(ft-Ib) 3475 2846 11775 Passed(24%) Rt.end Span 1 under Floor ADJACENT span loading Live Defl.(in) 0.048 0.283 Passed(L/999+) MID Span 2 under Roof ALTERNATE span loading Total Defl.(in) 0.070 0.425 Passed(L/999+) MID Spaq 2 under Roof ALTERNATE span loading -Deflection Criteria:STANDARD(LL: L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design include alternate and adjacent member skip loading. PROJECT INFORMATION OPERATOR INFORMATION: Cornelius Construction Hulsberg Engineering Lot 3 , 19th St.,Alantic Beach Jeff Hulsberg 3015 Hartley Rd.,Suite 10 Jacksonville,FL 32257 904 886-2401 904 260-4367 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise.Idaho,USA TJ-Prop"and TJ-Beam"are trademarks of Trus Joist MacMillan. Microllam®is a registered trademark of Trus Joist MacMillan. Beam at Front of Stairs TJ-Beam— v540 Sepal ��Number 709044564 3 Pcs of 1.75" x 11.875" 2.0E Paralfam® PSL BEAMUSA 1111 9/28199 4:55:33 PM Page 1 of 1 Build Code 099 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED I F1 �'2 16' = LOADS: Product Diagram is Conceptual. Analysis for Beam Member Supporting FLOOR- RES.Application. Tributary Load Width: 1'4" Loabs(psf): 40 Live at 100%duration, 15 Dead., 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Floor(1.00) 1190 483 3'8" Adds to Point(lbs.) Roof(1.25) 3520 2058 3'8" Adds to Uniform(p1) Fioor(1.00) 160 60 0 to 3'8" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUST IFICATIO N LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 5.50" 5.5" Left Face 4641 (R1.25)/2503 i 7144 Other: 2 2x4 Plate 5.501' 5.5" Right Face 1509(R1.25)1 890 12398 Other: DESIGN CONTROLS: MIAXIMIUl'A DESIGN CONTROL CON i ROL LOCATION Shear(ib) 7040 6691 15066 Passed(44%) Lt. end Span 1 under Roof loading Moment(ft-lb) 21728 21728 37317 Passed(58%) MID Span 1 under Roof loading Live Defl.(in) 0.339 0.511 Passed(U542) MID Span 1 under Roof loading Total Defl.(in) 0.529 0.767 Passed(L/348) MID Span 1 under Roof loading Deflection Criteria: STANDARD(LL: L/360,TL:L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c uniess detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacidiiIlan�1 JM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Code SBCC analyzing the TJM Residential product listed above. -Note: See TJM SPECIFIER'S 1 BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION 0PERAT0R INF0RtvIAT!0N. Cornelius Const Hulsberg Engineering Lot 3, 19th St. Jeff Hulsberg 3015 Hartley Rd., Suite 10 Jacksonville, FL 32257 904 886-2401 904 260-4367 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA T-Pro—and TJ-Beari are trademarks of Trus Joist MacMillan Parallan-0 is a registered trademark of Trus Joist MacMillan FARM 6QOA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Cornelius Residence Builder: Cornelius Const Address: 71 19th Street Permitting Office: City, State: Atlantic Beach, FL Permit Number: Owner: Cornelius Jurisdiction Number: Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:48.0 kBtu/hr - 3. Number of units,if multi-family 1 - SEER: 12.00 - 4. Number of Bedrooms 3 - b.N/A - 5. Is this a worst case? No - - 6. Conditioned floor area(ft2) 2205 ft2 c. N/A - 7. Glass area&type - - a. Clear.-single pane 0.0 ft2 - 13. Heating systems b. Glear-double pane 783.0 ft2 - a. Electric Heat Pump Cap:48.0 kBtu/hr - c. Tint/other SC/SHGC-single pane 0.0 ft2 - HSPF:7.20 - 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, 114.0(p)ft - c. N/A - b. Raised Wood,Post or Pier R=19.01716.0ft2 - - c. N/A 14. Hot water systems - a. Electric Resistance Cap:40.0 gallons 9. Wall types - a. Frame,Wood,Exterior R=11.0, 1799.0 ft2 - EF:0.88 - b.N/A - b.N/A - c. N/A - - d.N/A - �. c. Conservation credits - e. N/A (HR-Heat recovery,Solar 10. Ceiling types - DIP-Dedicated heat pump) a. Under Attic R=30.0, 1588.5 ft2 - 15. HV4C credits PT-C, PT-H - b.N/A - (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Con. AH:Interior Sup.R=6.0, 132.0 ft - RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Total as-built points: 26662.00 Glass/Floor Area: 0.36 Total base points: 26879.00 PASS j hereby certify that the plans and specifications covered Review of the plans and o�T sr9T� by this calculation are in compliance with the Florida specifications covered by this ti `off Energy Code. calculation indicates compliance r ;25- � with the Florida Energy Code. � PREPARED BY' Before construction is completed �, a DATE: this building will be inspected for hereby certi that/this building, as designed, is in 1 1compliance with Section 553.908 COD WE compliance with the Florida Energ Co Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 2 , IV - O D EnergyGauge®(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 71 19th Street, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2205.0 33.05 13119.4 Double, Clear S 3.5 4.0 42.0 34.50 0.54 780.2 Double, Clear S 7.0 8.0 152.0 34.50 0.54 2823.5 Double, Clear S 15.0 10.0 104.0 34.50 0.47 1697.7 Double, Clear S 12.0 7.0 6.0 34.50 0.46 95.0 Double, Clear N 3.5 4.0 114.0 19.22 0.73 1600.6 Double, Clear N 3.5 7.0 9.0 19.22 0.83 143.8 Double, Clear E 3.5 4.0 122.0 40.22 0.55 2694.3 Double, Clear E 16.0 10.0 72.0 40.22 0.42 1218.8 Double, Clear W 16.0 10.0 72.0 36.99 0.44 1163.9 Double, Clear W 3.5 4.0 90.0 36.99 0.56 1865.1 As-Built Total: 783.0 14082.9 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 1799.0 1.70 3058.3 Exterior 1799.0 1.70 3058.3 Base Total: 1799.0 3058.3 As-Built Total: _ 1799.0 3058.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 42.0 4.10 172.2 Exterior 42.0 6.10 256.2 Base Total: 42.0 256.2 As-Built Total: 42.0 172.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1332.5 0.60 799.5 Under Attic 30.0 1588.5 0.60 953.1 Base Total: 1332.5 799.5 As-Built Total: 1588.5 953.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 114.0(p) -37.0 -4218.0 Slab-On-Grade Edge Insulation 0.0 114.0(p) -41.20 -4696.8 Raised 716.0 -3.99 -2856.8 Raised Wood, Post or Pier 19.0 716.0 0.77 548.5 Base Total: -7074.8 As-Built Total: -4148.3 INFILTRATION Area X BSPM = Points Area X SPM = Points 2205.0 10.21 22513.1 2205.0 10.21 22513.1 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 71 19th Street, Atlantic Beach, FL, PERMIT#: BASE IAS-BUILT Summer Base Points: 32671.6 Summer As-Built Points: 36631.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 36631.2 1.000 0.970 0.284 0.950 9600.6 32671.6 0.3573 11673.6 36631.2 1.00 0.970 0.284 0.950 9600.6 EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeS/FIaRES'97 FLRCNA-200 FORM 60,OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 71 19th Street, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 2205.0 9.76 3875.6 Double, Clear S 3.5 4.0 42.0 4.03 2.53 428.0 Double, Clear S 7.0 8.0 152.0 4.03 2.53 1548.8 Double, Clear S 15.0 10.0 104.0 4.03 3.28 1373.0 Double, Clear S 12.0 7.0 6.0 4.03 3.44 83.1 Double, Clear N 3.5 4.0 114.0 14.30 1.02 1657.9 Double, Clear N 3.5 7.0 9.0 14.30 1.01 129.9 Double, Clear E 3.5 4.0 122.0 9.09 1.25 1388.1 Double, Clear E 16.0 10.0 72.0 9.09 1.41 920.8 Double, Clear W 16.0 10.0 72.0 10.77 1.21 937.6 Double. Clear W 3.5 4.0 90.0 10.77 1.15 1117.3 As-Built Total: 783.0 9584.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 1799.0 3.70 6656.3 Exterior 1799.0 3.70 6656.3 Base Total: 1799.0 6656.3 As-Built Total: 1799.0 6656.3 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 42.0 8.40 352.8 Exterior 42.0 12.30 516.6 Base Total: 42.0 516.6 As-Built Total: 42.0 352.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1332.5 1.20 1599.0 Under Attic 30.0 1588.5 1.20 1906.2 Base Total: 1332.5 1599.0 As-Built Total: 1588.5 1906.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 114.0(p) 8.9 1014.6 Slab-On-Grade Edge Insulation 0.0 114.0(p) 18.80 2143.2 Raised 716.0 0.96 687.4 Raised Wood, Post or Pier 19.0 716.0 0.88 627.2 Base Total: 1702.0 As-Built Total: 2770.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 2205.0 -0.59 -1300.9 2205.0 -0.59 -1300.9 EnergyGauge®DCA Form 600A-97 EnergyGauge(D/FlaRES'97 FLRCNA-200 FORM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 71 19th Street, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT Winter Base Points: 13048.6 Winter As-Built Points: 19969.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 19969.2 1.000 0.982 0.474 0.950 8823.7 13048.6 0.5340 6967.9 19969.2 1.00 0.982 0.474 0.950 8823.7 EnergyGaugel DCA Form 600A-97 EnergyGauge<R)/FIaRES'97 FLRCNA-200 FORM 6QOA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 71 19th Street, Atlantic Beach, FL, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 40.0 0.88 3 1.00 2746.00 1.00 8238.0 As-Built Total: 8238.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 11673.6 6967.9 8238.0 26879.5 9600.6 8823.7 8238.0 26662.3 PASS 04 THE ST 9TH c ~ Ort EnergyGauge"" DCA Form 60DA-97 EnergyGauge(D/FlaRES'97 FLRCNA-200 FORM 600A-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 71 19th Street,Atlantic Beach, FL, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS- SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 I Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. en walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, Ceilings 606.1.ABC.1.2.3 Betwe soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 j Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 1606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltrationis 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, reqts I have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded b all residences. COMPONENTS ,SECTION REQUIREMENTS CHECK Water Heaters 1612.1 I Comply with efficiency requirementsan Table 6-12.Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have q�overs(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficient of 78%. Shower heads 1612.1 Water flow must be restricted to no more than 2.5 qallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 1607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 1 604.1,602.1 1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.6 The higher the score,the more efficient the home. Cornelius, 71 19th Street, Atlantic Beach, FL, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:48.0 kBtu/hr - 3. Number of units,if multi-family I - SEER: 12.00 - 4. Number of Bedrooms 3 - b.N/A - 5. Is this a worst case? No - - 6. Conditioned floor area(ft') 2205 ft' c. N/A - 7. Glass area&type - - a. Clear-single pane 0.0 ft' - 13. Heating systems b. Clear-double pane 783.0 ft' - a. Electric Heat Pump Cap:48.0 kBtu/hr - c. Tint/other SC/SHGC-single pane 0.0 ft' - HSPF:7.20 - d.Tint/other SC/SHGC-double pane 0.0 ft' b.N/A - 8. Floor types - - a. Slab-On-Grade Edge Insulation R=0.0, 114.0(p)ft - c. N/A - b. Raised Wood,Post or Pier R=19.0,716.0W - - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:40.0 gallons - a. Frame,Wood,Exterior R=11.0, 1799.0 ft' - EF:0.88 - b.N/A - 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, 1588.5 ft' - 15. HVAC credits PT-C, PT-H - b.N/A - (CF1Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Con. AH:Interior Sup.R=6.0, 132.0 ft - RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-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 will be installed(or exceeded) 04 THE ST9r� in this home before final inspection. Otherwise,a new EPL Display Card will be completed IV vj ilii .� o based on installed Code compliant features Builder Si nature: Date: g 4 Address of New Home: City/FL Zip: x�4! • z?2'uV c0 wl *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPADOE EnergyStarT"designation), your home may qualify for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge®(Version: FLRCNA-200) RIGHT-J LOAD AND EQUIPMENT SUMMARY 8/19/99 For: Cornelius Residence 71 19th Street Atlantic Beach FL By: Michael Locke Jacksonville FL Job # . Wthr Jacksonville—AP FL Zone Entire House WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 30 Deg F Outside db: 94 Deg F Inside db: 70 Deg F Inside db: 75 Deg F Design TD: 40 Deg F Design TD: 19 Deg F Daily Range M Rel . Hum. : 55 Grains Water 42 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg. Heat Loss 50371 Btuh Structure 42833 Btuh Ventilation Air 0 CFM `, Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp. Swing 3 . 0 Deg F Design Heat Load 50371 Btuh Use Mfg. Data n Rate/Swing Mult . 1 . 00 Total Sens Equip Load 42833 Btuh INFILTRATION LATENT COOLING EQUIP LOAD SIZING Const Qual a # Fireplaces 0 Internal Gains 1380 Btuh Ventilation - 0 Btuh HEATING COOLING Infiltration 6731 Btuh Area (sq. ft . ) 2205 2205 Tot Latent Equip Load 8111 Btuh Volume (cu- ft - ) 17640 17640 Air Changes/Hour 1 . 2 0 . 8 Total Equip Load 50943 Btuh Equivalent CFM 354 236 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make Make Model Model Type Heat Pump Type Heat Pump Efficiency / HSPF 0 . 0 COP/EER/SEER 0 . 0 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Heating Fan 2049 CFM Actual Cooling Fan 2049 CFM Htg Air Flow Factor 0 . 041 CFM/Btuh Clg Air Flow Factor 0 . 048 CFM/Btuh Space Thermostat Heat/Cool Load Sens Heat Ratio 84 MANUAL J: 7th Ed. RIGHT-J: V1 . 73 TR3371 Printout certified by .ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A,B, C,D Job # : 8/19/99 Procedure A - Winter Infiltration HTM Calculation* -=--------------------------------------------- 1 . Winter Infiltration CFM 1 . 2 AC/HR x 17640 Cu.Ft . x 0 . 0167 354 CFM 2 . Winter Infiltration Btuh 1 . 1 x 354 CFM x 40 Winter TD = 15554 Btuh 3 . Winter Infiltration HTM 15554 Btuh / 825 Total Window = 18 . 9 HTM & Door Area ------------------------------------ ---------------------------------- Procedure B - Summer Infiltration HTM Calculation* ------------------------------------------- 1 . Summer Infiltration CFM 0 . 8 AC/HR x 17640 Cu.Ft . x 0 . 0167 236 CFM 2 . Summer Infiltration Btuh 1 . 1 x 236 CFM x 19 Summer TD = 4926 Btuh 3 . Summer Infiltration HTM 4926 Btuh / 825 Total Window = 6 . 0 HTM & Door Area ----------------------------------------- Procedure C - Latent Infiltration Gain ------------------------------------------------- 0 . 68 x 42 gr.diff . x • 236 CFM = 6731 Btuh ------------ Procedure D - Equipment Sizing Loads --------------------------------------- 1 . Sensible Sizing Load Sensible Ventilation Load 0 Btuh 1 . 1 x 0 Vent . CFM x 19 Summer TD = Sensible Load for Structure (Line 19) + 42833 Btuh Sum of Ventilation and Structure Loads = 42833 Btuh Rating and Temperature Swing Multiplie x 1 . 00 RSM Equipment Sizing Load - Sensible + 42833 Btuh 2 . Latent Sizing Load Latent Ventilation Load 0 . 68 x 0 Vent . CFM x 42 gr.diff . = 0 Btuh Internal Loads = 230 x 6 No. People + 1380 Btuh Infiltration Load From Procedure C + 6731 Btuh Equipment Sizing Load - Latent = 8111 Btuh ---------------------------------------------- *Construction Quality is : a No. of Fireplaces is : 0 MANUAL J: 7th Ed. RIGHT-J: V1 . 73 TR3371 Printout certified by ACCA to meet all requirements of Manual Form J Job .# : Zone : Entire House 8/19/99 ----- MANUAL J: 7th Ed. ---- RIGHT-J: V1 . 73 ---- TR3371 --- Page 1 ---- Name of Room Entire House Entire House 2 Running Ft . Exposed Wall 114 . 0 Ft . 114 . 0 Ft . 3 Room Dimensions, Ft . 220 . 5 x 10 . 0 Ft . 4 Ceiings, Ft I Condit . Option 8 . 0 8 . 0 1 heat/cool ____ _ _____ ------------ TYPE OF CST HTM Area Btuh Area I Btuh EXPOSURE I INO. IHtg IC lg I Lengthl Htg I Clg Length Htg I Clg ------------------------- 5 Gross a 12C 3 . 6 2 . 0 2624 ' **** **** 2624 **** **** Exposed b 13C 1 . 8 1 . 3 0 **** **** 0 **** **** Walls and c 15B 3 . 0 0 . 0 0 **** **** 0 **** **** Partitions d 13Q 0 . 0 1 . 1 0 **** **** 0 **** **** e 0 . 0 0 . 0 0 **** **** 0 **** **** f 0 . 0 0 . 0 p **** **** 0 **** **** --------------- ------------------------------- - ** 783 17257 **** **** 6 Windows a 3A 22 . 0 783 17257 **** & Glass b 3A 22 . 0 ** 0 0 **** 0 0 ** **** **** Doors Htg. c 2C 26 . 0 0 0 0 0 **** d 0 . 0 ** 0 0 **** 0 0 e 0 . 0 ** 0 0 **** 0 0 **** f 0 . 0 ** 0 0 **** 0 0 **** _ __ -------------------- --------------- 7 Windows North 16 . 0 123 **** 1968 123 **** 1968 & Glass NE&NW 0 . 0 0 **** 0 0 **** 0 Doors Clg. E&W 46 . 0 356 **** 16376 356 **** 16376 SE&SW 0 . 0 0 **** 0 0 **** 0 South 25 . 0 304 **** 7600 304 **** 7600 Horz 0 . 0 0 **** 0 0 **** 0 -------------------------------- -------------------- ----- 8 Othr doors lall-OA 22 . 4 � 12 . 7 b 11A 23 . 6 13 . 3 4� I 94101 5320 4201 94101 5320 ------------------- 9 Net a 12C 3 . 6 2 . 0 1799 6476 3659 1799 6476 3659 Exposed b 13C 1 . 8 1 . 3 0 0 0 0 0 0 Walls and c 15B 3 . 0 0 . 0 0 0 0 0 0 0 Partitions d 13Q 0 . 0 1 . 1 0 0 0 0 0 0 e 0 . 0 0 . 0 0 0 0 0 0 0 f 0 . 0 0 . 0 0 0 0 0 0 0 .. 10 -Ceilings a 16G 1 . 3 1 .4 1333 1759 1891 1333 1759 1891 b 16D 2 . 1 2 . 3 0 0 0 0 0 0 c 0 . 0 0 . 0 0 0 0 0 0 0 11 Floors ja 22A 32 .4 0 . 0 114 3694 0 114 3694 0 b 20B 3 . 2 1 . 2 716 2291 842 716 2291 842 c 0 . 0 0 . 0 0 0 0 0 0 0 -------------------- ------------- ------ ----- 12I Infiltration a 118 . 91 6 . 0 8251 155541 4926 8251 155541 4926 _ _ -------------- **** **** **** **** 13 Subtot Btuh Loss=6+8 . . +11+12 47972 479722399 14 Duct Btuh Loss 5% 2399 **** 50 **** 151 Total Btuh Loss = 13+14 **** 50371 **** **** 50371 **** ------------------------------- ---------------- **** **** 16 Int . Gains : People @ 300 6 1800 6 1800**** 1200 1 **** 1200 Appl . @ 1200 1 17 Subtot RSH Gain=7+8 . . +12+16 **** **** 40793 **** **** 40793 18 Duct Btuh Gain 50 **** 2040 5a **** 2040 19 Total RSH Gain = 17+18 **** **** 42833 **** **** 42833 20 CFM Air Required **** 2049 2049 **** 2049 2049- --- Printout certified by ACCA to meet all requirements of Manual Form J - MANUAL J: 7th Ed. RIGHT-J: V1 . 73 TR3371 RIGHT-J WINDOW DATA Job # : 8/19/99 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R Entire House a n n a c n n b n 2 90 1 . 0 2 . 5 0 . 5 6 . 7 16 . 0 123 . 0 . 0 a n e a c n n b n 2 90 1 . 0 0 . 0 0 . 0 1 . 0 46 . 0 194 . 0 . 0 a n s a n w c n n b n 2 90 1 . 0 0 . 0 0 . 0 1 . 0 46 . 0 162 . 0 . 0 a