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352 5th St (vault) (3) CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: TS-� S_rM J r- OWNER OF PROPERTY: G*LT' 7-,fo,,, TELEPHONE NO a4(9-.ryjli"� PLUMBING CONTRACTOR --dt!2q r°GU►^ !W_&)r Com__... CONTRACTOR' S ADDRESS : ).394 7 AL-✓D STATE LICENSE NUMBER: e �lj-q-7 � -TELEPHONE : a,7j-j_r_e,f' HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER r REPIPE OTHER, TOTAL FIXTURES : x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: :::�&tLc ----------------------------------------------------------------- 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 FOR OFFICE USE ONLY Date---S-_./ 4•R.... Permit #----....---............Fee ------_--- CITY OF ATLANTIC BEACH Valuation $ --e '�-------- ------------------------- AF%P ROVE FLORIDA House 4CITY_.OF A1.LAN.rjC..gE ACK............ MA'C&ING omcz ............................................................................ APPLICATION FOR BUILDING P JUN 0 1977 ................. ..... ............. . ...................... ................... .... Lv--------------------------- Application is hereby made for the -approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. 1 Date.........................................�------------- -,7 ----------------- 19--'2.7- ------- --------........-....Address---3�7_4 6-------Av�------------ Tel No. ......... Owner_.M)� 41_1_111 Architect--- ---------------------------------..........-----­-----------------------Address.... ------------------------Telephone i! No............................. Contractor Builder ------------ ess----------------.........--------------------------------Telephone No.._------ C-`Jr_�Ift ­ .1----------- ------- -Alf6 LotNo.----------------------------------- ----------Block No.-----------------------.-----Sub Division------------------------------------------------------------------------------Zone--------------...----------------------------­Street--------------- --------'Side Between-- ---- ---------------------....and-----------------------------------------------------Sts. Valuation $ ..............For what purpose will building be used------------- -------- ...........Type of construction--.,.2 st+ Dimensions of Building----------------------------------------Dimensions of Lot--....... ----------------------------------------Size of Footings.................--------_--------- Size of Piers-----------_-----------------------Size of Sills-..--------------------------.Greatest Sill Span in ft..............-------------Type Roof----.................................. How will Building be Heated?__.---.---_..---- -------------_--_--Will Building be on Solid or Filled Ground?---------------------------------------- Size of Ceiling Joists----------------------------------........ Distance on Centers---.-...... .-...--------.--.-------.-.----, Greatest Span..------------....-......................... it Size of Floor Joists----------------------------------------.--, Distance on Centers-----•-- ........-------------••------, Greatest Span............................................ 9P Size of Rafters--------------------------------------------- Distance on Centers ..... ..... --------------------------, Greatest Span-----------------------.................. IF This rectangle is to represent the lot. Locate the building Or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z Z 3. When steel is in place and ready to pour beam. 4. When framing is completed. E-4 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit givebing the work as described in the above statement, we hereby agree to perform said work in accordance with th 411 plans and specifications, which are a part hereof, and in accordance with the building regulations of the City tl each. Signature of Builder....... Address.............................��A ....... .. ........... ............. .................................. Signatureof Owner- __.---_------_--......-•..... ........I............----------------- Address----------------------------------------------------------------------............................. CITE` OF 4 13 - Office of Building Official REQUEST FOR INSPECTION _ ------- Date — � Permit No. Time '36 A.IV; Received Job Address --- Locality Owner's Name _ _Contractor c�X BUILDING CONCRETE LE 'RI PLUMBING MECHANICAL Framing 1 Footing Rough Wiring Rough ❑ Air Cond. & Cl Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel Final G Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues Wed. Thurs. Friday P.M. Inspection Made r.spector ..r,, _ Final Inspectior Certificate of Occupancy ❑ ( ✓ Date — DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: `7 , ------- --------- ---------------------------- T- ------ ------------------------------------------------- ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, T BUILDING INSPECTION DIVISION cc:FILE TIC BEACH, FLORIDA CITY OF AT ... ;,..:.-��, A'1►�ICATION ISR t«CIRIGAL Plit1iA1t • .. ' � if • TO THE CHIEF ELECTRICAI•INwtooR: PATEE wIPOgTAMT NOTNGE: . , ,• . ,, CONSIDERATION OF PERMIT GIVEN FOR DOING THE• i►4RK AS•DXSCRIB D•�!N T.Hle FOLLOWING: N E IN CONS �S;AND SPECIFICATIO S: HEREBY AGREE TO PERFORMODN ORS WM TM WITH its V►YpNS�CODES ANO CITY Of WHICH ARE A PART HEREOF. ATLANTIC BEACH ORDINANCES• ?S �T ,_ EL � elm - "TWUNi Ai�i.1 .i 1 ocaMM.1 1 iu�lc i 1 INa+s. 1 IUEw i 1 OLD AEw:i 1 /rOpITMOM t 1 T11i11 1 1 TUV-i 1 WGNi 1 1 NiO:t'T: �ERVIN:E: t 1 INCREASE! 1 RVAIR 1 1 Ow z , OLT v.Sall PEEDERi NO. iIZE SIZE NO. SIZE.. : ' CONCEALED OPEN TTA LIGHTING LETS _.. . .• CONCEALED OPEN T T RECE/TACLLUS O.aO AMM• r. .. *WITCMto i LORE T �..-- rutso . SELL TRANSP. w►►blANCrt� N,P„RATING /u •, . R N.P.RATING QONDITIONING COMP•MOTOR 07HER MOTORS AMPS IL HEAT: K"EAT • I MOTORS - N.P, VOL'TAGE - PHS- -NO. 1 LF. VOLTAGE MS. I t E LANE TRANtFORMERB: UNDERnow 600 V. — - OVER 600 V. KVA NO. .. NO. man KVA NO.NEON TRAWO Iwo. VA. MA. MOTOR&I ihI1TCM F6AEiME n�j� ���,,c // // CITY OF &7&U-x& Office of Building Official REQUEST FOR INSPECTION Permit No. — J70Date Time A.M. Received P.M. _3sJ �`-44 Lqmbality Job fdrLs /(_,Owner's b . Contractor Name — MECHANICAL BUILDING CONCRETE ELECTRICALePLWUINGM ] Air Cond. & F1 Framing Footing El Rough Wiring CI Rough C Heating Temp Pole Top Out Re Roofing El Slab ; Sewer Ci Fire Place Insulation F] r Fina Lintel l Pre Fab READY FOR INSPECTION Friday P.M. Mon. Tues. Wed. Thurs. Inspection Made —P.M.�-y Final Inspection El Inspector Certificate of Occupancy Date _— — ;. 06 :DEpARTMENT OF SUJLPP 1 l CITY Of ATLANTIC BEACH l PERM IT INFORMATION - ..... ,. ..�__. . .. LOCATION INFORMATION ------ - primber�. Address; 32 FIFTH STREET 'dr, t- Type: PLC3MBf1 G ATLANTIC BEACH, FLORIDA 32233 3 ass .t Work: ALTERATION :.,..._ ...»,. 090CR I PT ICON- ----_-_- G��� .Ic. ;Type: WO00 FRAME Lot : l�lo�kt Section: rd . "sed use, SINGLE�� FAMIL � T���r>�jahits. RNG: Q � tae1 I i ngs: 1 Code� 0 5ubd v sion:' ATLANTIC BEACH j Esti. tcd Value: $0i00 Ism tov, Casts 0,0 otal F' $46. 5C! A ounce $46.50 ml 'IOI � �� r `AFLICAT'ICFi FEES N. "a ��a6 PERMIT" - $46. 4 STREET i AT IkPACT FEE " I fat : Wi S7 /w XrEi RADON i GAS-H R. S, $0,00 a ° t ,,w.»•.... ► FO RMATI; .»..+r..,... ['�d'9.L+ga Swr $0 s 0 0 p� Na + " & �M iC3 a, CAPITAL IMP�tOVE, . 40Q a . ,,. SEER. APt t 3ACic LLE', VLA 32224 E Type: U 'CROSS CONNZCTION SE C.R IMPACT FEE 0. J ( amp"ar ."aam��m�,srw,... `"" 4+ � �✓�Cail ¢: � a�n' r i j NOTICB--i ALL CON+CftBTE. 0RMS AND FOOTINGS MUST BE 1NSPV CTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILE .` G MATERIAL,RUBSISH AND DEBRIS FROM THIS WORK MUST NOT BE�PLACED IN PUBLIC SPACE,AND MUST BE 1.EAf DIJP AND HAULED AWAY BY EITHER CONTRACTOR:OR OWNER FtiURE TO Ct3M:P .Y W1TM THE MECHANICS' SEN LAW CAI:RESULT IN T PROPERTY OWMER PAYING TWICE FOR BU1 #NG IMPROVEMENT'S;"' U ' =ACCORDING TO APPROVED PLANS WHICH"ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIbIA ION OF APPLICABLE PROVISIONS OF`LAW. ALLANT BE BUILDING DEPARTMENT j fjA .. z7.."a5"se ,., ., x ! CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT h E�c� JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR 1� AND ADDRESS: a c'L V TELEPHONE NUMBER: STATE LICENSE NO: TYPE OF BUILDING: -' `` _-' TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURffES INSTALLED SINKS l SHOWERS LAVATORY 1 WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER JJ / TOTAL FIXTURE COUNT: x $3.50 + $15 .00 = $� ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION "OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 , TELEPHONE: (904)247-5834 S3� FAX: (904)247-5843 SUNCOM: 852-5834 �? http://ci.atla a3P RECI ,� . : ,. CITY OF ATL r -`:=�H PLAN REVIEW COMMENTS FROM THE a011 r PUBLIC WORKS DEPARTMENT SEP 14 2004 2 �i00� Permit Application # 04 - BY; Applicant: PRN GION 5110A&710 N Address: 3 �' �J fiN ST rot: 0NS'� UG lON OF �v�Q - STORE RES1p�l�C� Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. p� Your permit application has been reviewed by the Public Works Department and the following items need attention: Provide drainage plans showing site drains to street per section 24-66 (a) . 16�rProvide erosion and sediment control plans with details per /4-- 1 section 24-66 (e) . /�r Impervious calculations for existing house appears to A10- J include driveway on lot 23 . In addition, water surface of pool is not considered impervious (per section 24-17 definitions), nor is wood walk, deck. Recalculate predevelopment impervious. Delta volume calculations required per section 24-66 (b) . (Guidance for last architect ' s project at 1065 Ocean Blvd. was incorrect . Core City drainange does not provide retention. ) On site storage for excess runoff is required. Please submit these regifirements ° the Public Works that wa can approve your application. If Sandpiper any Atlantic Beach, FL 32233 in order questions,please call (904) 247-5834. Reviewed by k Carper, P.E.,Public Works Director Date Signature Contractor Notified Date FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Two Story Residence Builder: Sylvan Drive Townhomgs Address: 352 Fifth St Permitting Office. Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Jurisdiction Number: 261100 Climate Zone: North I. New construction or existing New _ ! 12. Cooling systems 2. Single family or multi-family Single Family _ a. Central Unit Cap:30.0 kBtu/hr 3. Number of units,if multi-family I _ SEER: 12.00 _ 4. Number of Bedrooms 4 b. Central Unit Cap:24.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 12.00 _ 6. Conditioned floor area(ft') 2889 ft' e. N/A 7. Glass area&type Single Pane Double Pane a. Clear glass,default U-factor 0.0 ft2 480.0 W _ 13. Heating systems b.Default tint 0.0 IF 0.0 ft= _ a. Electric Heat Pump Cap: 30.0 kBtu/hr _ c. Labeled U or SHGC 0.0 ff- 0.0 Pt= FIS PF: 7.10 _ 8. Floor types _ b. Electric Heat Pump Cap:24.0 kBtu/hr _ a. Slab-On-Grade Ede Insulation R=0.0, 162.0 I g (p) ft _ HSPF:7.10 b. N/A _ c. N/A i c. N/A j 9. Wali types 14. Hot water systems a. Frame,Wood,Exterior R=19.0,2188.0 Pt' _ a. Electric Resistance Cap:66.0 gallons _ b. Frame,Wood,Adjacent R=19.0,271.0 ft= _ EF:0.91 _ c. N/A - b. N/A - - d. NIA LE e. N/A c. Conservation credits Co 10. types es o Yp _ (HR-1-seat recovery,Solar a. Under Attic R=30.0, 1477.0 ft' _ DHP-Dedicated heat pump) b. N/A _ 15. HVAC credits _ c. N/A (CF-Ceiling Pan,CV-Cross ventilation, 11. Ducts _ HF-Whole house fan, a. Sup:Con. Ret:Con. AH(Sealed):Garage Sup.R=6.0, 150.0 ft _ PT-Programmable Thennostat, b. Sup: Unc. Ret:Unc. AH(Sealed):Attic Sup.R=6.0, 150.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) i i _ _......-.. .. -- _ ....._... j Glass/Floor Area: 0.17 Total as-built points: 39175 Total base points: 40170 PASS I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this o4�HE sT4T� j Energy Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY. � Before construction is completed - DATE: this building will be inspected for I hereby certify that this building, as designed, is in j compliance with Section 553.908 compliance with the Florida Energy Code. Florida Statutes. Gp WE C¢ � i OWNER/AGENT: BUILDING OFFICIAL: �---- •- j DATE: DATE: Z - EnergyGauge®(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 352 Fifth St, Atlantic Beach, Fl, PERMIT#: BASE AS-BUIL' INFILTRATION Area X BSPM = Points Area X SPM = Points 2889.0 10.21 29496.7 2889.0 10.21 29496.7 Summer Base Points: 40562.1 Summer As-Built Points: 39507.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 39507.6 0.556 (1.000 x 1.147 x 0.95) 0.284 1.000 7516.1 39507.6 0.444 (1.090 x 1.147 x 1.05) 0.284 1.000 6012.9 40562.1 0.4266 17303.8 39507.6 1.00 1.204 0.284 1.000 13529.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER. CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 352 Fifth St, Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2889.0 -0.59 -1704.5 2889.0 -0.59 -1704.5 Winter Base Points: 18938.2 Winter As-Built Paints: 25891.4 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 25891.4 0.556 (1.000 x 1.169 x 0.95) 0.480 1.000 8346.9 25891.4 0.444 (1,069 x 1.169 x 1.05) 0.480 1.000 6677.5 18938.2 0.6274 11881.8 1 25891.4 1.00 1.208 0.480 1.000 15024.4 EnergyGaugeTA9 DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 352 Fifth St, Atlantic Beach, Fl, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE 7CHECK _... Exterior Windows&Doors 606.1.ABC.1.1 Maximum-.3 cfm/sq.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 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed _ to the perimeter, penetrations and seams. Ceilings 606.1.ABC 1.2.3 j Between walls&ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 I Type IC rated with no penetrations sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation; or Type IC rated with <2.0 cfm from --- conditioned space,tested, .... Multi story Houses 606.1.ABC 1.2.5 Air barrier on perimeter of floor cavity between floors Additional Infiltration reqts 1606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, I J have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences,) COCOMPONENTS . SECTION ( REQUIREMENTS CHECK _ NT -_. _ . _..... _ _ - ---..._ _..__-- Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided. External or bwlt m heat trap.regwred. Swimming Pools&Spas 1 612.1 1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min insulation HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings-Min, R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11 j EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 RIGHT-J BUILDING ANALYSIS REPORT Zone own .. ..ru,. Energy Design Systems Job: 7/2810 1065 Oak'Vele Rd,Jacksonville,7132259 Rion- 90-1,287-5M,9 Fax 90,4-,",--7-12,58 Fnr]tl enei,l'yigiQd1cnmc-sni l "� 0-5181"1 L For: Two Stora! Residence 352 Fifth St, Atlantic Beach, FI Htg Cig Infiltration Outside db (°F) 39 92 Method Simplified Inside db (°F) 72 72 Construetion quality Average Design TD(°F) 33 40 Fireplaces 0 Daily range - L Inside humidity (%) - 50 Moisture difference (gr/Ib) - 65 0=1 Mill, putts I Component Btuh/ft2 Btu % of load nfiltration Walls 2.0 2625 12.6 -� Windows 23.9 6077 29.1 Doors 15.20 607 2.9 ntl„vim_ Ceilings 1.1 71 0.3 Floors 26.7 4330 20.7. Infiltration 22.4 6593 31.5' Ducts I 6109 2.9 Floors Total 20912 100.0 Component Btuh/ft' _Btuh %of load ",n=. nernai Gams Walls --^ 1.7 2196 11.0 a s Windows 45.1 11462 57.4 Doors 12.7 508 2.5� `l mtRmtion Ceilings 1.6 103 0.5 ! Floors 0.0 0 0.0I �r�r Doors Infiltration 7.8 2263 11.4 Ducts 1306 6.5 v+annows Internal gains 2100 10,5 Total 19958 100.0 Cooling at 79 %SHR = 2.1 ton Cooling airflow= 421 cfm/ton Cooling at 70 % SHR = 2.3 ton Cooling at 400 cfmfton = 2.2 ton Overall U-llalue= 0.225 Btuh/ft"-°F Data entries checked. '\lV A h$aC►' t F.iuht uite Resi clllfi 31 0 Ft F,F,^a t 20,94-Jul 28 0;16.2:2 ACC(',, C.` 0CLIments and att nyslcusD:nnarVP.lx 1. cum�nt,N Vri ihtsc tt L .St i i Residency:35('Fifth St ntl Bit Page'I $ IT- BUILDING ANALYSIS REPORT POR yy tl Energy Design Systems Job; 7128104 1055 Oak Vale Rd,:IaCNtS6nVIIla,132259 Phone 9!i4-'2t';%,339 I,K';.14-2;7-1251 Email.enen7rdes(lnnu mcast.net' For Two Story Residence 352 Fifth St, Atlantic Beach, F€ Htg Cig Infiltration Outside db(OF) 39 92 Method Simplified Inside db (°F) 72 72 Construction quality Average Design TD (`F) 33 20 Fireplaces 0 Daily range - L Inside humidity ("lo) - 50 Moisture difference (gr/lb) 65 Component Btuh/ftz - Btu - % of load Wallsl l s Jrfiltiati4n 1 V ---- -2.0 2243 - ---11.7 Windows 23.9 5407 28.2 ntlmros`� Doors 0.0 0 0.0 Ceilings 1.1 1538 8.0 Floors 26.7 403+6 21.0 Infiltration 22.4 ( 5068 i 26.4 cilinq F!onrs Ducts 915 4.8 Total - --�_- 19207 100.0 Rim Component Btuh/ft2-Btuh % of load l cps iTM°m°!� Walls -- 1.7 1876 -_-- 71.2 I I Windows 38.9 8800 52.4 Doors 0.0 0 0.0 Ceilings 1.6 2237 13.3 Floors I 0.0 0 0.0 Infiltration 7.8 1755 10.5 Ducts 1527 9.1 W.,t­, Internal gains 600 3.6 Total 167941-- 100.0 Cooling at 81 %SHR= 1.7 ton Cooling air flow= 476 cfm/ton Cooling at 70 %SHR = 1.9 ton Cooling at 400 cfm/ton = 2.0 ton Overall iJ`dalue= 0.137 Btuh/ft'-"F Data entries checked. iJi/CArr�� A� �?� Rigl f ui[c Re;idAntial'°"S r bP F k?Or q 20i l_3u1-22 0716 22 4CCfss COocnneni5anjSettings,cu,toma AlyCl,cum?ntsJPJriyli[sr_ft,Tnr _;tun;R.�,idonrc Fitth tArlech Facet TRUSS INDEX COVES:. SHEET PROJECT IDENTIFICATION ° Job Number: 13406F Granger Lumber, Builder Name: SYLVAN DRIVE TOWNHOMES & Hardware Job Address: 352 5T" ST. Lot: Block: Subdivision: 1180 Lane Ave. South County: DUVAL Model: Jacksonville, Fl. 32205 Details/Notes: (904)781-4119 FAX:(904)786-8480 DESIGN CRITERIA Building Code: Florida Building Code (FBC) 2001 Wind Design: A8CE7-98 per FBC 2001 Wind mph: 120 Occupancy Category: 2 Exposure Category: C Opening Conditions: Enclosed Design Software: MiTek 2020 —Version 5.0 Total Roof Load: 42 psf - TCLL 20 TCDL 7 BCLL 10 BCDL 5 Total Floor Load: 55 psf - TCLL 40 TCDL 10 BCLL 0 BCDL 5 Truss ID's: # Truss ID: Date: # Truss ID: Date: # Truss ID: Date: # Truss ID: Date: # Truss ID: Date: 1 F018/26/04 16 31 46 61 2 F02 8/26/04 17 32 47 62 3 F03 8/26/04 18 33 48 63 4 F04 8/26/04 19 34 49 64 5 F05 8/26/04 20 35 50 65 6 FG18/26/04 21 36 51 66 7 FG2 8/26/04 22 37 52 67 8 FG3 8/26/04 23 38 53 68 9 FG4 8/26/04 24 39 54 1 69 10 1 25 1 40 55 1 70 11 26 41 56 71 12 27 42 57 72 13 28 43 58 73 14 29 44 59 1 74 _[_ 15 1 30 4560 75 With my embossed seal affixed to this sheet, I hereby certify that this serves as an index sheet in compliance with Rule 61G15-23.002 (2) and 61G15-31.003 of the Florida Board of Professional Engineers. The embossed seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design FILE COPY Drawings listed above and attached. The suitability and use of each Truss design drawing for any particular building is the responsibility of the " F �ullulng ���Iy�.GI, per nl V�71� I �1 1-1 IJV JCI UVI I G. John Clark Weber, PE #17455 This Index Package Contains 1210 Lane Ave. South 9 Truss Drawings. Jacksonville, FL 32205 v ENGINEER OF RECORD FOR STRUCTURAL ENGINEERING DOCUMENTS C � NAME: ADDRESS: LICENSE#: TRUSS DRAWINGS REVIEWED: 2 F71,7 Reviewed For General Conformance []Revise And Resubmit 2(Retuming Without Objection C.Paul Dig P.E. L --- Fl 1210 Lane Ave. S.Jacksonvil , AUG 2 c 2004 10-4-804 F05 RG.WA � F05 CnA _ (p F05CnA - r F05 -W � I'? F02 L j ti F02 F02 = � o F02 r- - F02 F02 FG3 SHOP DRAWING APPROUAL THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND UOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU. Rppraved by. Ds-Ee. FLOOR TRUSS PLACEMENT PLAN TRU55-TRU55 CONNECTION ALL WALLS SHOWN ON FLOOR TRUSS PLACEMENT PLAN 12-THA426 SIMPSON HANGERS-(SPECIAL ORDER) ARE REQUIRED TO BE BEARING FOR TRUSS PLACEMENT MDER 5 ivan_Drive Townhome5 LM HWWSS. Granger Lumber 352 5TH 5T. &Hardware GU5TOM 1180 Lane F— SwLh. REVI O J,,&, elle.Fi 32205. weal 7e1"1 19 Fax weal v-.. 3%32'=1'-0" X8.23-04 ww RAH nw Ii406F GRANGER LUMBER AND HARDW,�CRE Reaction Summa 1180 LANE AVENUE SOUTH JACKSONVILLE, FL 32205 Sylvan Drive Townhomes .lob Number: 13406F Phone:904-7814119 Fax:904-786-8480 Page: 1 Date: 08-23-2004-9:55:23 AM Project: Block No: Project ID: 13406F Model: Lot No: _ Account No: 228362892 Contact: Site: Office: Deliver To: Designer: RAH Name: 352 5TH ST. Salesperson: Phone: Quote Number: Fax. Tentative Delive Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: Joint 32 Joint 50 17 F01 35-0-0 FLOOR 2-0-0 1735 lbs. 1736 lbs. 323 lbs.each Joint 21 Joint 25 Joint 32 Joint 40 7 F02 35-0-0 FLOOR 2-0-0 364 lbs. 1688 lbs. 948 lbs. 687 lbs. 211 lbs.each -204 lbs. Joint 31 Joint 32 Joint 33 Joint 34 Joint 35 1 F03 35-0-0 FLOOR 2-0-0 73 lbs. 146 lbs. 130 lbs. 134 lbs. 133 lbs. 181 lbs.each Joint 11 Joint 21 5 F04 16-9-12 FLOOR 2-0-0 822 lbs. 822 lbs. 105 lbs.each Joint Joint 10 \\ 5 F05 7-3-12 FLOOR 2-0-0 347 lbs. 347 lbs. 49 lbs.each (1) 2-Ply 2-0-0 Joint 9 Joint 17 2 FG1 35-0-0 FLOOR 0.00 1904 lbs. 1717 lbs. 137 lbs.each 0.00 (1) 2-Ply 2-0-0 Joint 13 Joint 15 Joint 20 Joint 24 2 FG2 35-0-0 FLOOR 0.00 400 lbs. 1887 lbs. 1763 lbs. 611 lbs. 173 lbs.each 0.00 1 -194 lbs. (1) 2-Ply 2-0-0 Joint 13 Joint 16 Joint 20 Joint 24 2 FG3 35-0-0 FLOOR 0.00 1379 lbs. 3823 lbs. 4809 lbs. 1815 lbs. 175 lbs.each 0.00 (2) 2-Ply -0-0 Joint 4 Joint 5 Joint 6 4 FG4 6-6-12 FLOOR 0.00 861 Is. 2906 lbs. 861 lbs. 35 lbs.each 0.00 OCT 10 97 40 FR M ITEK I NDLiSTR 1E. INC 314 43 01 Z 8 TO `19�►'173^08�if3© STANDARD REP FIR DETA,LFOR 3R6KEh dPOROS.WEBS } 5T REPOS B 25 AND DA GED OR MISSING CHORD 5?LX ES q ek lndlis71es .lnc,Che5Lerneld,MO. i M\XIAaUM=OP.CI !L3S 2591 LO?_ti OVRA?lON TOTAL NUMBER OF OF SPF HF . X (.;JC1+ES; SYP' j t NA. ON E.ACH SLOE , OF BREAK ; y(5 r ?X 4• 7A S �C 4 2�C 6 2X 4 2X 6 OcC� 2X4 2X6 2s: ?a9l '2838 1744 2617 1478 221.8 1505 2250 ' a to . l21 �Jv 2472 3b48 —,-43 33E5 ),I9Ct �:BSt 1937 2976 16 27 21 33 .. �6 2972 :4a59 2742 4112 12313 3435 2376 551 39 4T 3513 .5269 32MO 4aW 2716 4119 7W 4197 26 48` 4053 '.-:�DsO 3738 S6C8 3168 !4753 226 4843 •Or�!OE EOUALLY.FRONT ANII BAC1 THE/". ATTACH 2X_SCAB OF THE Sxti1E SI !C^NSTRAND DCT;ON OVaPITY AADInESE AS E aN0 tOc C0�11 iOi�W RE/F TRUSS vP.h 5 . (CENTERED ON BREAK OR SFL'eCE) i.0 (;WO ROWS FOR 2X 4 THREE ROWS FOR 2X 6)SP ED 3"O.C':31AG REO'AS SNC1�N. (,I 4T 010.J(3 t THE LENGTH OF YNE BREAK(C)SMALL NOT EX7cE0' .;C'PIAT E LE�IGTH FC"S7L1( E P,E°AJR7} . THE 411NIMUM O'JERALL.SCAB LENGTH P.EOU'RED K 13 al. 'tATED AS FOLLOWS: 1 d. . -1Cd rr,vc riEAn SIG'E • + =10d NAIL FAR spot �. r t i4mAr ON OKY LOfi�TtCy 6 POA.. Oki Am. wEr jm FR RED X T}iE LOCATION OFA 8REc K MUST 9E GR ti11N+MUDI OF FRO 1EP HAN �A, INTERCO?JON.(�E IcTCH aOvt).r PERINtTEr�BREAK OR H:EL JO;N 'AND A `pS10T VS :TO REPAIR J61UT SPLICES } r t Ncltx < 4 EA A <_ < we E"' aTcttiri5`:l1T:iir� ./_TKISASPEC••EiC'REPAIR.7ET.vL TO 8fV547yKY FOR ttSORIGoiAl pj1'EtlfgN:7NiS REPAlfi 7C£SNOT;>rIPCYTNAT ThE REµA�+tIY.�'YA�ION it is .) • bf iNE TTtV331S voo.—GEfY 71.E E"•X E 7AVSS SNA L eE u6VEG7L gl£Oc SVP?'JR;1r+C TT•ErY OsE't.O�A I•o a Sqs Of�JN fNproE Q �/rn I. E Fwy v s AEOVIRE71E=PMAZ Af'.E 7FWERCP APPLLEO,THE TFIJS..` *L I J!l°. R -AFaLYY�G RCPAJt r.✓,NE-p M:PLACE pURitl(;APACtC 4N U_F' NT`U1, 11 5°Fif I.t>•,• Zi•LLN£MD�-FSTnJSr.dE.2ET'�'RNEO?o 7) P.51TiOtt$YEFO E ..,c't;^ • � 171+:Eno CtSTANCE.EDGE C/aTMICE,ANO SVACtnG Oc NAtS'ST•Ail nt Svc.ri v iu n•Gv vm;��= 'car sc:cR P1,A��A �!� �.C-:��`'_fE• �;�/ •'+. y;,y,¢JI W-X"4 THE SCA3'-YE VSE Of 4 gACXVP WS!G;4?•3 RECOMMENYJE-0 TO AVOID CX+SC 1. } nXS REFAR b:O.d£VSEL c"..>'.'XICC:%L%IRVSSES PI T1cE.'7':OA:EMAi O./Ory _- .. `^•.'�.-�'_ .t E.7:4S REP-Nk I$%.jy j-EO:O TM4SSI:S.•+R,:t0%#ORF i»A!:Pir EE BROKE"NkO:OERS. if 44 a- Y. c i3 1 rt i�Til f El p (e a{• .. -• - - -. -S.r . --�• tea•.: .. - 'i February 5; 2001 SCAB-BRACE SETA L S1-SCAB-BRACE �- Q MiTrle Industries,Inc.Chesterfield, MO, Nate:Scab-Bracing to be used when continuous lateral bracing at midpo(nt(or T-Brace)is -impractical. Scab must cover full length of web+1- THIS DETAIL IS NOT APUCABLE WHEN BRACING IS REQUIRED AT 1/3 POINTS OR 1-BRACE IS SPECIFIED, AppLy 2x SCAB TO ONE FACE OF WEB WITH 2 ROW$ OF 10d(3"X 0.131")NAILS SPACED 6"O.C; SCAB MUST BE THE SAME GRADE,SIZE AND SPECIES(OR.BETTER)AS THE WES. MAXIMUM WEB AXIAL. FORCE = 2500 Ibs MAXIM VM_WEB LENGTH = 1 Z—O" 2x4 MINIMUM WEB SIZE s1inc MINIMUM WEB GRADE: OF 45E3 Nails Section Detail -- ®E-- Scab-brace r� Scab Brace must be same'specles grade(or better) as web member. John-Clark Mber, PE#17455 1210 Lane Ave. South ` Jacksonville, FL 32205 .:. ...�. ..�:.:,.,. i Job Truss Truss Type Qty Ply SYLVAN DRIVE TOWNHOMES 13406E F01 FLOOR 17 1 Job Reference o tional GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL,Robert Hendershot 5.000 s Feb 6 2003 MiTek Industries,Inc. Mon Aug 23 09:53:25 2004 Page 1 1� 3-0� 1-7-8E I S<� =Lye. 3x6 FP=3.6 FP= 3x6 FP=3x6 FP= 4.6 11 6.6 II 7-6 3.4 II 7.6= 5.6 11 /x6 11 A B C D E F G M J N- M N O P O R S TU VW X V Z AA AS AC AD AS L AZ I 4 1� AW AV AU ATAS AR AO AP AO AN AM AL AKAJ Al AH AG 5x6 II 3x8 M1120H FP= 5.6 II 5.6 B 5x8 II 5x6 II 5.611 6.6= 7.8= 6x8= 6x6= 7x8= 6x6- 3x8 M1120H FP= 5x8 II UR M1120H FP= 3x8 M1120H FP= 0-0-0 0-0-0 35-0-0 35-0-0 Plate Offsets(X.Y): AE:0-3-0,0-0-0, AP:0-3-0,0-0-0AY:0-0-4,0-1-8, AZ:0-1-8 0-0-4 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.34 Vert(LL) -0.82 AO >506 MII20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.69 Vert(TL) -1.03 AO >405 M1120H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.15 AF n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=480 Weight 324 Ib LBRACING UMBER TOP CHORD 4 X 2 SYP SS TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS(Ib/size) AX=1736/0-5-8,AF=1735/0-5-8 FORCES (ib)-First Load Case Only TOP CHORD AX-AY=-41,A-AY=-41,AF-AZ=-41,AE-A7=-41,A-B=-1,B-C=-2472,C-D=-2472,D-E=-4479,E-F=-4479,F-G=-6100,G-H=-6100,H-1=-7309, I-J=7309,J-K=-7309,K-L=-8367,L-M=-8367,M-N=-8367,N-0=8633,O-P=8633,P-Q=-8574,Q-R=8574,R-S=-8148,S-T=-8148, T-U=-8148,U-V=-7317,V-W=7317,W-X=-7317,X-Y=-6095,Y-Z=-6095,Z-AA=-4479,AA-AB=-4479,AB-AC=-2472,AC-AD=-2472, AD-AE=1 BOT CHORD AW-AX=1287,AV-AW=3525,AU-AV=5338,AT-AU=6749,AS-AT=7777,AR-AS=7777,AQ-AR=7777,AP-AQ=8367,AO-AP=8367, AN-AO=8643,AM-AN=8407,AL-AM=7779,AK-AL=7779,AJ-AK=7779,AI-AJ=6755,AH-AI=5336,AG-AH=3525,AF-AG=1287 WEBS M-AQ=-425,N-AP=-284,B-AX=-2121,B-AW=1937,C-AW=-106,D-AW=1754,D-AV=1590,E-AV=115,F-AV=-1432,F-AU=1270, G-AU=-117,H-AU=1082,H-AT=932,I-AT=155,K-AT=781,AD-AF=-2120,AD-AG=1936,AC-AG=-106,AB-AG=-1755,AB-AH=1590, AA-AH=115,Z-AH=-1428,Z-AI=1266,Y-AI=-115,X-AI=-1099,X-AJ=938,W-AJ=118,U-AJ=770,U-AM=614,S-AM=126,R-AM=433, R-AN=278,Q-AN=-121,P-AN=-115,K-AQ=850,P-AO=-17,O-AO=-291,N-AO=553 NOTES (4.5) 1)All plates are M1120 plates unless otherwise indicated. 2)All plates are 3x6 M1120 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)This truss has been designed specifically for Turbo Web 5)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard Job �F02:��FLOOR russ Type Qty Ply SYLVAN DRIVE TOWNHOMES 7 1 13406E Job Reference(optional) -::� GRANGER LUMBER AND HARDWARE,JACKSONVILLE.FL,Robert Hendershot 5.000 s Feb 6 2003 MiTek Industries,Inc. Mon Aug 23 09:53:26 2004 Page 1 9 -Q sed.•i:ss. 34 II 34 II 4x4= 3x6 FP=4x6= 4x4= 20- 34= 4.4= 3x8= 3x6 FP= 4x4= D14 II 4x4= R 5 T A B G O E F G I J K L M N O P O A p a 706 W AM AL AL AK AJ Al AH AG E AD AG AS AA Z he= U5= 4x4= 2.4 II 3xa FP= DSI II 4.4= 4.4= 1x6= 3x8 FP= 4.6= 4.4= 4x4= 0-0-0 0-0-0 0-0-0 0-0-0 13-4-0 25-3-4 35-0-0 35-0-0 Plate Offsets X Y: :0-1-8,Ed el,11:0-1-8,0-0-01.[TO-1-8,0-0-0], AD:0-1.8,Ed e, AE:0-1-8 Ed e, AO:0-1-8,0-1-0, AP:0-1-8,0-1-0 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.29 Vert(LL) -0.12kC-AD >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.57 Vert(TL) -0.15aC-AD >977 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.02 Y n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell=360 Weight:212 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP SS TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS(Ib/size) AN=682/0-5-8,U=153/0-5-8,Y=1688/0-5-8,AF=940/0-5-8 Max UpliftU=-203(load case 2) Max GravAN=687(load case 2),U=364(load case 4),Y=1688(load case 1),AF=948(load case 2) FORCES (lb)-First Load Case Only TOP CHORD AWAO=34,A-AO=-34,U-AP=33,T-AP=33,A-B=-1,B-C=765,C-D=-1167,D-E=-1235,E-F=-949,F-G=-949,G-AQ=-336,H-AQ=-336, H-1=342,1-J=-342,J-K=-402,K-L=-60,L-M=606,M-N=606,N-0=1636,O-P=1636,P-Q=918,Q-R=276,R-S=-25,S-T=1 BOT CHORD AM-AN=471,AL-AM=1046,AK-AL=1278,AJ-AK=1176,AI-AJ=1176,AH-AI=696,AG-AH=696,AF-AG=342,AE-AF=342,AD-AE=342, AC-AD=454,AB-AC=308,AA-AB=-192,Z-AA=1030,Y-Z=1030,X-Y=1325',W-X=-517,V-W=-46,U-V=84 WEBS H-AE=-319,I-AD=131,0-Y=-45,B-AN=-795,B-AM=530,C-AM=-507,C-AL=218,D-AL=199,D-AK=-77,E-AK=102,E-AJ=-16,E-AI=-396, G-AI=456,G-AG=650,H-AG=-14,N-Y=-1027,N-AA=765,L-AA=-745,L-AB=455,K-AB=-447,K-AC=169,J-AC=94,J-AD=-256,S-U=140, S-V=106,R-V=128,R-W=-414,Q-W=435,Q-X=723,P-X=735,P-Y=850 NOTES (6.7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 M1120 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 203 Ib uplift at joint U. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)This truss has been designed specifically for Turbo Web 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply SYLVAN DRIVE TOWNHOMES FLOOR 5 1 13406F F04 Job Reference o tional GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL,Robert Hendershot 5.000 s Feb 6 2003 MiTek Industries,Inc. Mon Aug 23 0953:27 2004 Page 1 00' 1-3-0 r� Soa -1:271 US- 4x4= 2.4 II 2.4 It 3x4= 3.4= 3.6 FP= Q x4= N I 4x4 Jy,1 = 21= ]x4= p E F - A 8 C C- �2v4 II K A O P N M T 3 3 x6 FP= 34 11 3.4= 1x4= 2x1 II 44- 3.4= 3x4= ]x1= 3x8= 0-0-0 -0-0 16-9-12 16-9-12 Plate Offsets X Y: :0-1 8 Ed e, I:0-4 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.74 Vert(LL) -0.31 M-N >632 M1120 2491190 TCDL 10.0 Lumber Increase 1.00 BC 0.92 Vert(TL) -0.39 M-N >507 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.03 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=480 Weight 1051b LBRACING UMBER TOP CHORD 4 X 2 SYP SS TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS(Ib/size) U=822/0-5-8,K=822/Mechanical FORCES (lb)-First Load Case Only TOP CHORD U-V=33,A-V=33,K-W=198,J-W=198,A-B=-1,B-C=-961,C-D=1551,D-E=1799,E-F=1799,F-G=-1713,G-H=1246,H-1=-803,1-J=7 BOT CHORD T-U=574,S-T=1335,R-S=1756,Q-R=1836,P-Q=1836,O-P=1836,N-0=1607,M-N=803,L-M=803,K-L=803 WEBS H-M=783,1-L=592,B-U=969,B-T=697,C-T=-674,C-S=389.D-S=-370,D-R=79,F-R=-66,F-P=19,F-0=-215,G-0=190,G-N=651,H-N=1115,1-K=-1494 NOTES (3-5) 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)This truss has been designed specifically for Turbo Web 4)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 5)THA426 Simpson Hanger(Refer to Simpson Catalog C-2004 for hanger properties.) LOAD CASE(S)Standard Job Truss Truss Type Qty Ply SYLVAN DRIVE TOWNHOMES 13406F FG1 FLOOR 1 `L Job Reference(optional) OG ij26NGER LUMBER AND HARDWARE,JACKSONVILLE,FL,Robert Hendershot 5.000 s Feb 6 2003 MiTek Industries,Inc. on Aug 23 09:53:27 2Vb_�age 1 27-10-12 27-10-12 S-'W- 1:45. THIS END TO OUTSIDE OF HOUSE 6x6= 24 If 4x10= 2.411 5x6= 2X4 II 3x10= N4 II A 8 C D E F O M Ni VI N1 P O N M L K J 2.411 6"a= 2411 4x4= 4x4= 2.411 3x10= 7x4 II 3x6= 13-54 i 0-0-0 0-0-0 1 27-10-12 I Plate Offsets MY):: :0-2-00-3-0, N:0-2-O,Ed e LOADING(psf) SPACING 1-4-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.68 Vert(LL) -0.61 L >541 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.76 L >433 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(TL) 0.11 1 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=480 Weight:275 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD sheathed or 3-9-5 oc purlins:A-H. BOT CHORD 2 X 4 SYP No.2 "Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B22X4SYP SS WEBS 2 X 4 SYP No.3'Except' W5 2 X 4 SYP No.2,W6 2 X 4 SYP No.2,W7 2 X 4 SYP No.2 REACTIONS(Ib/size) Q=1717/0-5-8,1=1904/0-5-8 FORCES (lb)-First Load Case Only TOP CHORD A-Q=1667,A-B=-4073,B-C=-4073,C-0=-8294,D-E=-8294,E-F=-8605,F-G=-8605,G-H=230,H-1=267 BOT CHORD P-Q=178,O-P=6808,N-0=6808,M-N=6808,L-M=8294,K-L=8340,J-K=5277,I-J=5277 WEBS A-P=4151,B-P=-427,C-P=2914,C-0=0,C-M=1610,D-M=-434,E-L=-238,E-K=510,F-K=-1370,G-K=3493,G-J=5,13-1=5289 NOTES (4-5) 1)2-ply truss to be connected together with 0.131"x3"Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-4-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Special hangers)or connection(s)required to support concentrated load(s)861.01b down at 16-8-8 on top chord. Design for unspecified connection(s)is delegated to the building designer. 4)This truss has been designed specifically for Turbo Web 5)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard 1)Floor.Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert A-H=93.3,I-Q=-6.7 Concentrated Loads(lb) Vert:F=861.0 Job Truss Truss Type Qty Ply SYLVAN DRIVE TOWNHOMES 13406F 4 FG3 FLOOR 1 2 Job Reference(optional) -V-16NGER LUMBER AND HARDWARE,JACKSONVILLE,FL,Robert rshot 5.000 s Feb 66( ?0MiTek Industries,Inc. Mon Aug 23 09:53:282004-OQe 1 35-0-0 35-0-0 sow=1:sT1 3A= 4.12= 4"4= 3xa= 3x4= 3x6- Us= A 8 c o E F 0 H 1 J K L 1 H, v u s R O o N 3x12= 3x1= 5x8= 3x12= 3x4- 3x12= 3x1= 0-0 0-0-0 0-0-0 0-0-0 13-4-0 25-3-4 35-0-0 Plate Offsets X Y: :0-2-8,0-2-0 LOADING(psf) SPACING 14-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.09 V-W >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.24 Vert(TL) -0.11 V-W >999 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(TL) 0.02 M n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=480 Weight 352 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD sheathed or 6-0-0 oc purlins:A-L. BOT CHORD 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 'Except* 10-0-0 oc bracing:W-X. W1 2 X 4 SYP No.2,W2 2 X 4 SYP No.2,V17 2 X 4 SYP SS,W8 2 X 4 SYPNo.2 REACTIONS(Ib/size) X=1815/0-5-8,M=1270/0-5-8,T=4719/0-5-8,P=3823/0-5-8 Max GravX=1815(load case 1),M=1379(load case 3),T=4809(load case 2),P=3823(load case 1) FORCES (lb)-First Load Case Only TOP CHORD A-X=-1754,A-B=-2972,B-C=2972,C-D=2392,D-E=2392,E-F=2392,F-G=-1309,G-H=-1309,H-1=1309,1-J=-728,J-K=-728,K-L=133,L-M=-446 BOT CHORD W-X=328,V-W=2218,U-V=2218,T-U=2218,S-T=581,R-S=581,Q-R=-1531,P-Q=1531,O-P=-1531,N-0=1519,M-N=1519 WEBS A-W=2844,B-W=1379,C-W=817,C-V=-21,C-T=-4913,E-T=-1477,F-T=3292,F-S=-23,F-R=788,G-R=-1432,1-R=3050,I-P=-3708,1-0=2610,J-0=-960,K-0=876,K-N=14,K-M=-1 90 NOTES (5.6) 1)2-ply truss to be connected together with 0.131"x3"Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-7-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)Unbalanced floor live loads have been considered for this design. 3)All plates are 2x4 M1120 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)This buss has been designed specifically for Turbo Web 6)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard 1)Floor.Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plo Vert A-L=329 3,"1-X= 3417 � DEPARTMENT OFTF PERMIT NO. CITY OF ATLANTIC BE PERMIT TO THIS PERMIT MUST BE POSTED ON JOB Date 6/`20 19 77 Valuation 4.200 Fee 5 19.0() This permit not valid until above fee has been paid to City Treasurer. and is ■abject to revocation for violation of applicable provisions of law. This is to certify tha* JOUR � C.hYY�"t I 11 Qi S%WCi Lim pOp{� has permission to build'm€ l 0 1 Classificatio l"�51 C 'k�t�1 _sone Owned by "• b. fi+1t^'y►. Thi Ga I°4' Block_--------5/D Lo House No. 352 - venge — According to approved plans which are part of this Pest NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. 'll PERMIT AFTER DATE OF TISSUE MONTHS x ♦__� 0Building material, rubbish and debris Zfrom this work must not be placed in leared up andlic haliledeaway byueither st be contractor or owner. R. C. VOge+1 Build fni Official. PERMIT CONTRACTOR FOR OFFICE NUMBER DATE USE ONLY 3 r. ; . PLUMBING ELECTRICAL SEWER WATER CITY OF ATLANTIC BEACH a 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 �~ INSPECTION PHONE LINE 247-5826 s4`Ji31�`� Application Number . . . . . 04-00029005 Date 10/29/04 Property Address . . . . . . 352 5TH ST Tenant nbr, name . . . . SFR REPLACE/RAD1477 28895 Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 336055 Owner Contractor ---- ----- ----- --- ----- - -- --- ------------------ SYLVAN DRIVE TOWNHOMES, LLC BARNETTE CONSTRUCTION INC. 3601 OCEAN DRIVE 447-3 ATLANTIC BLVD. JAX BEACH FL 32250 ATLANTIC BEACH FL 32233 (904) 463-0252 (904) 249-9839 ----------------- --- --- ------------------------ ----------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . EAGERTON PLUMBING CO. Permit Fee . . . . 182 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ----- ----- Permit Fee Total 182 . 00 182 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 182 . 00 182 . 00 . 00 . 00 v PERWr IS APPROVED ONLY IN ACCORDANCE wrm ALL CfrY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING ODES. ., o BUR DING OFFICIAL CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT ©y_ QCIO JOB LOCATION: Sa OWNER OF PROPERTY: .Sive �VAto iyd TEL. PLUMBING CONTRACTOR: Ag gf_�o o P/u m d LN g CONTRACTOR'S ADDRESS: 1099 STATE LICENSE NUMBER: UQU61�XZ4 TEL. 3*L6 5710 HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW 3 SINKS _SHOWERS 5 LAVATORY a2. WATER HEATERS 3 BATH TUBS ! DISHWASHERS URINALS DISPOSALS 3 CLOSETS 1 WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER I WATER RE-PIPE(LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: I X $700+$35.00= 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. r�ref ffs' CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r ATLANTIC BEACH,FL 32233 J INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029005 Date 10/29/04 Property Address . . . . . . 352 5TH ST Tenant nbr, name . . . . . . SFR REPLACE/RAD1477 28895 Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . 336055 Owner Contractor ------------------------ - --------- -------------- SYLVAN DRIVE TOWNHOMES, LLC BARNETTE CONSTRUCTION INC. 3601 OCEAN DRIVE 447-3 ATLANTIC BLVD. JAX BEACH FL 32250 ATLANTIC BEACH FL 32233 (904) 463-0252 (904) 249-9839 ---- ------- ------ -------------------------- --------- -------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . EAGERTON PLUMBING CO . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due -- --------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. u BUILDING OFFICIAL } ' CITY OF ATLANTIC BEACH s MECHANICAL PERMIT APPLICATION Date: rOw perty Address:ner: Telephone #: Contractor: ����L�cw t'/uMd�`r'9 �v s.�� Telephone #: Contractor Address: IoVJ N 9eDu1=f A1I°F/ 3.2.2S3,- Fax#: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. • If other construction is being done on this building Type of Heating Fuel • or site,list the building permit number: ❑ Electric ❑ Gas: LP Natural _Central Utility d y_ 9C�0 g O4, S ❑ Oil ❑ Other–Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _Space _Recessed _Central _Floor ❑ Residential ❑ Air Conditioning: —Room _Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfm ❑ Refrigeration New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers Gas Piping ❑ Other-Specify Other–Specify &)uqf– /5',te,p/,cce -- (R,. LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us fJ3. m �r CITY OF ATLANTIC BEACH r pn IS1 800 SEMINOLE ROAD ;r ATLANTIC BEACH,FL 32233 J v INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029143 Date 10/14/04 Property Address . . . . . . 352 5TH ST Tenant nbr, name . . . . . . TEMP POLE/TP01 Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - - ----- -------- --------- ------ ------------------ SYLVAN DRIVE TOWNHOMES, LLC KNIGHT ELECTRIC LLC 3601 OCEAN DRIVE 908 11TH AVE SOUTH JAX BEACH FL 32250 JAX BEACH FL 32250 (904) 463-0252 (904) 247-9884 ------ ----------------- ----------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . TEMP POLE/TP01 Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . 10/14/04 Valuation . . . . 0 Expiration Date . . 4/13/05 ------- --------------------------------------------------------------------- Special Notes and Comments THE TEMP POLE PERMIT FEE WAS CHARGED AND COLLECTED ON PERMIT #04-29005 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Ir K'),a, r - BUIL G O FIC L PAGE b1 10/14/2004 09:29 19042479643 CITY 4F ATLANTIC BEACH ELECTRICAL PERMIT P►PpLICATION pate: 1 Property Addrrfts: owner: _ _� __ C C i"f c U� Tefepf►otae C.onxractor: Fax.# C:on"ctor Address: _ _ _ - _ we havb% agree to perform said work in in consideration of p�n+t 6i doing work above std, at4ardance with the atracited plans and spmcitictttiona which aJe a pent ba of and in accordance with ►he City of Atiannc F3eatcit ordinance raCtice lit+tod i!t►Ecai-h;___--_ 0 �eW Mone int NA Nil&W and sund.rda�of goodp _—-.— !+4 Tamp. ih site,lint t1a building Btuildita=: 0- Residence air 1�1eW a Commetcial 0 Sips m Rep°�e ,'�srtril ntmrlxc ❑ Old U Addition sq.'Ft. _ ❑ Re-wire Trailer Services 1(uthC�cV"'It"W ift tis Whit. U Building Type. — ___ ------ ----�_.— CO PER NUM C4nductorSize: AMPS* — t S%%itch or PH W VOLT WAY breake- r AMPS RACE Existing Service W VOLT Size AMPS _ PH M _.1 ,. .. Feeders: NO. StT,E NO ' � — Lighting Outlets CONCEALED OPEN ROKCONCEALA -o.30 AWLS Switches.._-..__ Incandescent Fluorescent & j_-_..... M.V. .•,,..._—•---..... ._.__._...M_... --_._ � G L 1, n.t oo AMFS Fixed Appliances �TOVER �,,AI+{SFER. __ _..�___...._. .-.•--_r.---- _ CEi..LING KW-HEAT H.P.RATiR - - H.P.RATING -I Air _.._ OTt•tElt MOTORS AMPS_ ` kiFAT -- Ctmditioni�•_ MO:I'01t _ •- _ -- pN NO. OVER t H..p. PNS _Motors_- 0.t H_P. VOLTACsE.._.�.__.... _. -_ 0u6kx y -- NO. KVA I I Transformers KVA__....____.__._..—_-- _ J No.Ntt_Transf - M iscallancous• ._-•__ Revised 1/04 s ' CITY OF ATLANTIC BEACH 1 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029005 Date 10/14/04 Property Address . . . . . . 352 5TH ST Tenant nbr, name . . . . . . SFR REPLACE/RAD1477 2889S Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 336055 Owner Contractor --- --------- ------------ ----- ------------------- SYLVAN DRIVE TOWNHOMES, LLC BARNETTE CONSTRUCTION INC . 3601 OCEAN DRIVE 447-3 ATLANTIC BLVD. JAX BEACH FL 32250 ATLANTIC BEACH FL 32233 (904) 463-0252 (904) 249-9839 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . KNIGHT ELECTRIC LLC Permit Fee . . . . 140 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 140 . 00 140 . 00 . 00 . 00 * Plan Check Total . 00 . 00 . 00 . 00 Grand Total 140 . 00 140 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUI DING OFFICIAL CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Property Address: i Owner: Telephone#: y- 217-9 Contractor: �rr �� L� L � t CG, _ Telephone# �b- Contractor Address: 6 _ .,Sty . Fax In consideration of penrvt given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a pan hereof and in accordance with the Citi of Atlantic Beach ordinance i and standards ol•good practice,h therein. Bd ding: lU Residence Tetnp D New Or site, e, list e bujld New ❑ Commercial D Signs D Increase Pe sate hit the bn,lairy Pcrnut numtxar: D Old D Addition Sq. Ft. D Repair D{�-Q60 2Qbv S U Re-wire D Trailer Service: If other construction is ging Building Type: — T _ _ ---- __ C� --- --- Switch -� -- RACE Conductor Size. AMPS: CO PER ALUMINUM (� Switch or _ 1 t Breaker _ AMPS 00 PH _ W VOLT wAY F.xisting Service — RACE Size I AMPS PH W 1 VOLT 1 WAY 1 Feeders NO, SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles _ CONCEALED OPEN _ .—. 0.30 AMPS 31.100 AhtP1 Switches --------_.Incandescent Fluorescent & — M.V ! Fixed Appliances R 100 AMPS OVER ' B E L L 1 - #-TRANSFER. — - Air H.P.RATING H.P. RATING - -- -- CEILING, 1 kW-HEAT Condrttonin COMP. MOTOR _ OTHER MOTORS I AMPS HEAT --------------- Motors U t H.P. �— — VOLTAGE PH NO. 1 OVER 1 H.P. PHS -,_ _ _- 1 _T ._ 1JNDER6C�OV I OVI;RbOUV -t � Transformers KVA NO. KVA No.Neon Transf_t Miscellaneous f Revised 1/04 4�} CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Jilt Application Number . . . . . 04-00028660 Date 7/14/04 Property Address . . . . . . 352 5TH ST Tenant nbr, name . . . . . . DEMOLITION OF HOUSE Application description . . . DEMOLITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -------- ---------------- ------------------------ SYLVAN DRIVE TOWNHOMES, LLC OMNI DEMOLITION 3601 OCEAN DRIVE 10334 MACON ROAD JAX BEACH FL 32250 JACKSONVILLE FL 32218 (904) 463-0252 (904) 764-5009 ------------------------------ ---------------------------------------------- Permit . . . . . . DEMOLITION PERMIT Additional desc . . Permit Fee . . . 100 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL a ?L-3 r � CITY OF ATLANTIC BEACH DEMOLITION PERMIT APPLICATION Date: q•O D4 Job Address: Owner of Property: Address: ?'' "' D�ii�f.SJ� 322 Telephone: Legal Description: BlockANumber: Lot Number: 2 Zoning District: Contractor: _arn�n, 1 �^- ���'�"� State License Number: Contractor's Address: W3'�Lk On�&e--F� o CA Telephone: 9 - ' 4t -ISM q Fax: dl a(-4 -- Describe proposed use and work to be done: "a00. Present use of land or building(s): RW21 ,9ath1 AL Is approval of Homeowner's Association or other private entity required?r4o If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑ Applicant certifies that no change in site grade or fill material will be used on this project. [P1'ES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. V0. Applicant certifies that no trees will be removed for this project. ES. Removal of Trees will be required for this project. 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. STEP 1. Attach Tree Removal Application if trees are to be removed or relocated I hereby certify that all information p o ided with this application is correct. Signature of Owner: Date: 4'tit, 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 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 - Fax: (904)247-5845 -http://www.ei.atlantic-beach.fl.us Page 1 Revised 1/14/03 Date: jf �1 Signature of Contractor: ' tion of rson to receive all correspondence regarding this application (please print). Address and contact information Name: Ah Mailing Address: E-Mail: Fax: Telephone: AS TO OWNER: 200• day of ��� �1 a Sworn to and subscribed before me this / State of Florida,County of Duval / is Mametz Notary's Signature: AAA �: ,1s ibil#DD161393 E) C1Ct 28,2006 [�Personally known d'Piw ❑ Produced identification `\ ihili io ar Co.,hr- Type of identification produced AS TO CONTRACTOR: day of ,20Q�_ Sworn to and subscribed before me this ' State of Florida,County of Duval Notary's Signature: [r Personally known Virginia NMatnetz Produced identification Commission#DD 161393 Type of identification produced Expires:Oct 28,2006 Bonded Thru Atlantic Bonding Co.,Inc. 800 Seminole Road 'Atlantic Beach,f'lo�da 32233-54# page z Telephone: (904)247-,5800 Fax: (800 904 247-594S , http,//