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965 Sailfish Dr 2014 Remodel a x,,,�;. ,arn,� .• . ;•: ► BUILDING PERMIT APPLICATION Q .� CITY OF ATLANTIC BEACH FEB 18 2 14 E COPY 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: qt'1115� ���`���s �r� Permit Number: Legal Description f 3 /� P�4f Parcel# t oor rea o q• t• q Valuation of Work$�o.�saO' �" Proposed Work heated/cooled >= non-heated/cooled Alteration Repair Move Demolition pool/spa window/door Class of Work(circle one): New Addition Use of existing/proposed structure(s)(circle one): Commercial r esi If an existing structure,is a fire sprinkler system installed? (Circle one): es N/A Florida Product Approval# 0Ti�✓a�Q,�j•� For multiple products use product approvalform Describe in detail the type of work to be performed: r r Property Owner Information: Name: _ g7 G/��alS Address: 1a3 G� S City�i` iG State Zip lz Phone Av 7 E-Mail or Fax#(Optional) Contractor Information: Company Name: Sl���f ��5 ���>r-✓ Qualifying Agent: m p y �— Ci i,yc � State A/4, Zip 22 5___0Address: l�3 •��'�- ' Office Phone ��� �'/-f�/moi Job Site/Contact Number Fax# State Certification/Registration# G 0e ' Architect Name&Phone# L.ov:`s G Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address .� Mortgage Lender Name and Address t no work or llation s commenced rior is�ualnaeiof a permithereby nd that allmade to btain work wlll belt to do the performethe d toork and installations as meet the standards of all laws trre-work is susgulating onsatruction in this jurisdiction. This This permit becomesonull and work void if i commenced is not tcommencl understaed within six nd that separate permits muor st be secuconstructred for Electrical Work, Plumbing, Sigion ot pended or ns,or.Wens, Poeriod olsX urnaces,Boilermonths at stHeatetrs, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEOR ENTE RECORDING YOUR NOTICE OF COMME1 heereof wartiw 11 that I have read and complied with whetheed this aedlherte n or not.and o Theegranting of a pesame to be true rmit doesnd cnot. �presumelro gns o eaautho ity tows and l viiolatenances gor canceltthe provisions of any other federal,state,-Qr.lgcal law regulating construction or the performance of construction. . --- _ Signature of Contractor Signature of Owner t '/ ..F�- � Print Name � .................................. Print Name .r..r .. ................................................0 .............................................. ......... BeforF nme BefoI 201 L is�r Day of ���r�-t tt� �pp� 'cc�2'01 this ay of�- tµY P O 1 EFFd LY14 11�� Notary Publ' 041497TENNI wALIO:R .�Y MY COA�u► * * EXPIRES:Noven>bu 15,2014 = I ION FFA evised 10.24.12 BMWikuB�dOeINoWy ''-"• �` EXPIRES. II 24.201rtio�en �4Fa� " ndeaimPubir u /f„Rr t� - BO ���•L�JfJv� ' s CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 14-00000244 Date 2/25/14 Property Address . . . . . . 965 SAILFISH DR Application type description RESIDENTIAL ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 60000 ---------------------------------------------------------------------------- Application desc RENOVATION ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- WOODS, CAROLYN & JEFF STYLES CONSTRUCTION, INC. 303 6TH ST 1537 PENMAN ROAD SUITE A ATLANTIC BEACH FL 32233 JACKSONVILLE BEACH FL 32250 (904) 241-4477 --- Structure Information 000 000 INTERIOR RENOVATION Occupancy Type . . . . . . RESIDENTIAL -------------------------------------------------------------------------- Permit . . . . . . RESIDENTIAL ALT/OTHER Additional desc . Permit Fee . . . . 320 . 00 Plan Check Fee 160 . 00 Issue Date . . . . Valuation . . . . 60000 Expiration Date . . 8/24/14 ---------------------------------------------------------------------- Special Notes and Comments WILL PULL SEPARATE PERMITS FOR TRADES AND ROOF NEED NOC 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS --------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 4 . 80 STATE DBPR SURCHARGE 4 . 80 ------------------------------------------------------- Fee summary Charged Paid Credited Due ----- ---------- ------ Permit Fee Total 320 . 00 320 . 00 . 00 . 00 Plan Check Total 160 . 00 160 . 00 . 00 . 00 Other Fee Total 9 . 60 9 . 60 . 00 . 00 Grand Total 489 . 60 489 . 60 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. FORMS {: L FLORIDA BUILDING CODE,ENERGY CONSERVATION ♦kt�� FORM 402-2010 Residential Building Thermal Envelope Approach d Scope:Compliance with Section 402 of the Florida Building Code,Energy Conservation,shall be demonstrated by the use of Form 402 for single-and multiple-family residences of three stories or less in height,additions to existing residential buildings,renovations to existing residential buildinAAggs,new heepating,cooling and water heating systems in existing buildings,as formcabIf a building pdoes not comply with this method orall Alternate Form energy efficiency may still comply unts on der Section 405ao1f thel Florida BuildiingryCode,Energy Conservation In Table 4028 of this PROJECT NAME: o r f BUILDER: AND ADDRESS: `y S r>!t// , PERMITTING A 4L�- General OFFICE:OWNER: Wt�U" S PERMIT NO.: URISDICTION NO.: Instructions. 1.New construction which incorporates any of the following features cannot comply using this method:glass areas in excess of 20 pecent of conditioned floor area,electric resistance heat and air handlers located in attics. Additions 5 600 sq.ft.,renovations and equipment changeouts may comply by this method with exceptions given. 2 Fill in all the applicable spaces of the"To Be Installed"column on Table 402A with the information requested.All"To Be Installed"values must be equal to or more efficient than the required levels. 3.Complete page 1 based on the"To Be Installed"column information. 4 Read the requirements of Table 4028 and check each box to indicate your intent to comply with all applicable items. 5 Read.sign and date the"Prepared By"certification statement at the bottom of page 1.The owner or owners agent must also sign and date the form. Please Print CK 1. New construction,addition,or existing building 1. an 2. Single-family detached or multiple-family attached 2. 1c;F 3. If multiple-family-Nor of units covered by this submission 3. 4. Is this a worst case?(yes/no) 4• 0 5. Conditioned floor area(sq.ft.) 5. 6. Glass type and area: ` a.U-f = h.SHGC GC , 3C7 6b. � � ft. c.Glass wea S-1 � 6a �� sq• 7. Percentage of glass to floor area 7. 3 �° B. Floor type,area or perimeter,and insulation: :, Slah-on-grade(R-value) Ba.R= tin.ft = h.Wood,raised(R-value) tab.R= sq.It. c.Woud.common(R-yaluc) 8c.R= sq,ft. - d.Concrete.raised(R-value) 8d.R= sq.ft. c Concrete.common(R-value) Be.R= sq.ft. 9. Wall type,area and insulation: o Extenur: I. Masonry(Insulation R-value) ga-1. R= sq.ft. 2. Wood frame(Insulation R-value) � � 1 rbc M 1 3 Sa-2. R=_ _J �sq'ft h.Adjacent: I. Masonry(Insulation R-value) gb-1. R= sq.ft. - 2. Wncod frame(Insulation R.value) gb-2. R= sq.ft. 10. Ceiling type,area and Insulation: ,, a.Under attic(Insulation R-value) 10a.R=�sq.ft.-�k- h.Single assembly(lasulation R-value) IOb.R= sq.ft. - 11. Air distribution system:Duct insulation,location,On 11a. R- Awl- a. ,. a.Duct Icx ation,insulation 11 b h.AHU location 11c.Tes, rep r aattta/c�h�ed? ;Yes No - c.Qn.Test report attached(<0.03:yes/no) ` I�C�C�� 12. Cooling system: 12a.Type: ❑.Type 12b.SEER/EER• < ( ✓ - b.Efficiency 13a.Type: - 13. Heating system: 13b.HSPF/COP/A a Type I).Efficiency Yes 14. HVAC sizing calculation:attached 14. No 15. Hot water system: 15a.Type: a.Type 15b,EF: I, Efficiency / 7ceritily herebyoar t I s and sp I Ions covered by the calculation are in compliance with the Flo77� eview of plans and specifications covered by this calculation indicates compliance with the Fonda nergy Code.Before construction is completed,this budding 49 be inspected for compliance in DATE� faordance with Section 553.908.F.S. 1 / CODE OFFICIAL: X11 c hat this building is in compliance with the Florida Energy Code: pgTE: 2 DATE. C.4 2010 FLORIDA BUILDING CODE-ENERGY CONSERVATION FORMS TABLE 402A PERFORMANCE CRITERIA' INSTALLED VALUES: BUILDING COMPONENT r LI-Factor<0.65 U-Factor= .7 SHGC-0.30 SHGC-Windows(see Note:2): %of CFA<=20°/ %ofCFA-Shis U-Factor<0.75 Doors:Eid or dor U-Factor<0.65 U-Factor= U Floors: Slab-on-grade No requirement R-Value- Over unconditioned spaces see Note 3 R-13 Walls-Ext.and Adq.(see Note 3): R-Value= 1 Frame R-13 Mass (see Note 3) R-value- interior of wall, R-7.8 R-Value= Exterior of wall: R-8 Test report Celli I R=.30 R-Value= Adachad Ceilings(see Notes 3&4) 10.2S Relledance= Yes/N. Reflectance Air distribution system(see Note 4) Ductwork&air handling unit Location: Test repon Unconditioned space Not allowed �L�l�-i �(�l/�V Aha Ve Conditioned space - Duct R-value R-value 2 6 R-Valve- Air leakage On On!;0.03 SEER-13.0 SEER= On- Air n=Air conditions s stems see Nota 5 Heating system SEER.13SEER= Heat pump(see Note S) Cooling: ; .0 HSPF= Heating: HSPF=7.7 AFUE 789f. AFUE= Gas furnace AFUE 78% AFUE_ Oil furnace Electric resistance:Not allowed(see Note 5) Water heating system(storage tyPe) 40 gal;EF-0.92 Gallons. y r Electric(see Note 6): 50 gal:EF=0.90 EF= lz ��L +7 4 40 gal:EF-059 Gallons= [[ Gas fired(see Note 7) . EF= 50 gal:EF=0.58 Other(describe): (1)Each component present in the As Proposed home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; otherwise Section 405 compliance must be used. (2)Windows and doors qualifying as glazed fenestration areas must comply with both the maximum Li-Factor and the maximum SHGC(solar Heat Gain Coefficient)criteria and have a maximum total window area equal to or less than 20%of the conditioned floor area(CFA);otherwise Section 405 must be used for compliance. Exception: Additions of 600 square feet(56 m2)or less may have a maximum glass to CFA of 50 percent. i (3)R-values are for insulation material only as applied in accordance with manufacturers'installation Instructions.For mass walls,the'interior of wall"requirement must be met except if at least 50%of the R-6 insulation required for the"exterior of wall'is installed exterior of,or integral to,the wall. (4)Ducts&AHU installed substantially leak free per Section 403.2.2.1.Test by Class 1 BERS rater required. installed per Sec.503.2.7.2. Exception:Ducts installed onto an existing air distribution system as part of an addition or renovation;duct must be R-6 (5)For all conventional units with capacities greater than 30,000 Btu/hr For other types of equipment,see Tables 503.2.3(1-8). I Exception:The prohibition on electric resistance heat does not apply to additions,renovations and new heating systems installed in existing buildings. (6)For other electric storage volumes,minimum EF=0.97-(0.00132 x volume). i (7)For other natural gas storage volumes,minimum EF=0.67-(0.0019 x volume). TABLE 4028 MANDATORY REQUIREMENTS CHECK REQUIREMENTS I / COMPONENTS SECTION 7o be caulked.Basketed,weatherstnpped or otherwise waled.Recessed Bred. (Grated as meeting ASTM Air leakage 402.4 283.Windows and doors=0.30 cfm/sq.ft.Testing or visual inspection required.Fireplaces:Basketed doors& outdoor combustion air. Ceifings/knee walls 405.2.1 R-19 space Pemlllting. � Programmable thermostat 403.1.1 Where forced air furnace is primary system,programmable thermostat a required. Alr distribution system 403.2 Ducts In attics or on fools insulated to R-8;other ducts R-6.Duds tested e 00.=0.03 by a Class 1 BERS rater. / arly Heat trap required for vertical pipe risers.Comply with effidencles in Table 403.4.3.2.Provide switch si it ma 403.4 marked chant breaker(electric)or shutoff (gas).ClrculaUng system pipes insulated to=R-2+accessible manual Water heaters OFF switch. heat Spas and heated pools must have vapor-retardant covers or o squid cover or other means proven to reduce Swimming pool spas 403.9 loss except it 70%of heat from site-recovered energy.Otylimer switch required.Gas he minimum Normal efficiency=78% 82%after 4116113).Heat m col heaters minimum COP=4.0. verification / Sizing calculation performed&attached.Mlnlmum efficiencies per Tables 503.2.3.EptilpmeC pacify Sy Cooling/heating equipment 403.6 E � heat e>taOkoW�mulst bcooling d!rvided nlotltwo orpmore s aques.s rate system or variable capacity system. Lighting equipment _404At least So" of permanently Installed lighting fixtures shall be high-eflicacy tamps. .1 .6 C.5 2010 FLORIDA BUILDING CODE-ENERGY CONSERVATION y Residential System Sizing Calculation Summary PCode Only Project Title: woods woods Professional Version 965 sailfish dr Climate: North atl bch fl, fl 2/3/2014 Location for weather data: Jacksonville - Defaults: Latitude(30) Altitude(26 ft.) Temp Range(M) Humidi data: Interior RH 50% Outdoor wet bulb r77FHumidi difference 53 r. 93 F Winter design temperature ,:,--, 32 F mmer design temperature70 F mmer setpoint75 F Winter setpoint 18 F Winter tem erature difference 38 F mmer tem eratudifferenceTotal heatin load calculation 34813 Btuh otal coolingload calculation % of Calc Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity 113.7 26520 Total (Electric Heat Pump) 97.7 34000 Sensible (SHR = 0.78) 110.4 7480 Heat Pump + Auxiliary(O.OkW) 97.7 34000 Latent 112.9 34000 Total Electric Heat Pum WINTER CALCULATIONS Winter Heating Load for 1431 s ft D��(S(,0%) ~do-S($%) ral component Load Cedings(10%) total 123 sqft 2995 Btuh 1488 sqft 6463 Btuh 40 sqft 532 Btuh tal of.](28%) � Ceiling total 2378 sqft 3496 Btuh ,_ Floor total 180 sqft 8071 Btuh vvell5(l8%) Infiltration 234 cfm 9762 Btuh Duct loss 3494 Btuh Subtotal 34813 Btuh DoorS(2%) 0 cfm 0 Btuh Floors(23%) Ventilation TOTAL HEAT LOSS 34813 Btuh SUMMER CALCULATIONS Summer Cooling Loa��W Load corn onentLoad Window total 3446 Btuh Wall total 3430 Btuh Door total 406 Btuh ,,gym rtnernnl(5%) AAndows(„%) 2378 sqft 4876 Btuh Ceiling total Int Gain(,6%) Floor total 0 Btuh 2378 Btuh C.JJ gs Infiltration 120 cfm (B%) 4840 Btuh Internal gain 3953 Btuh Duct gain Sens.Ventilation 0 cfm 0 Btuh 23329 Btuh Ducts(I6%) Total sensible gain wa„s(„%) Latent gain(ducts) 844 Btuh 4328 Btuh Latent gain(infiltration) D-1-'%) Latent gain(ventilation) 0 Btuh faez2%)e Latent gain(internal/occupants/other) 1600 Btuh Total latent gain 6773 Btuh TOTAL HEAT GAIN 30102 Btuh EnergyGaugSy S ing PREPARED BY: Version 8 For Florida residences only DATE: EnergyGauge@ FLRCPB v4.5.2 System Sizing Calculations - Summer Residential Load - Whole House Component Details only Project Title: Professional Version woods woods 965 sailfish dr Climate: North atl bch fl, fl 2/3/2014 Reference City: Jacksonville (Defaults) Summer Temperature Difference 18 0 F V5 7A HTM Load Type' Overhang Window Area(sqft) 20 4g 539 Btuh Window Pn/SHGCIOU5n0.65,xNonle,N,H Ornt Len 1.4ft Hftt 27 0 Shaded 0Un50ha0de Shaded Unshaded733 Btuh 1 2,SHGC 20 18 0 16 29 515 Btuh 2 2,SHGC=0.5,0.65,None,N,H NE 1.4ft 1ft. 18.0 0.0 18. 954 Btuh 3 2,SHGC=0.3,0.65,None,N,H NW 1.4ft 1ft. 18.0 0.0 33.3 16 29 26 43 360 Btuh 4 2,SHGC=0.3,0.65, None,N,H NW 1.4ft 1ft. 33.3 0.0 18 38 344 Btuh 5 2,SHGC=0.5,0.65,None,N,H SW 1.4ft 1ft. 9.0 0.0 180 0.0 3446 Btuh 6 2,SHGC=0.5,0.50,None,N,H NE 1.4ft 1ft. 123 (sqft) 9 0 Window Total HTM Load Walls Type R-Value/U-Value Area(sqft) 2 2 1287 Btuh 13.0/0.09 592.0 153 Btuh 1 Frame-Wood-Ext 96.0 1.6 13.0/0.09 2.5 314 Btuh 2 Frame Wood Adj 5.0/0.14 128.0 1676 Btuh 3 Concrete Blk,-Adj 672.0 2.5 5.o/o.1a 3430 Btuh 4 Concrete Blk,-Ext 1488 (sqft) Wall Total Area (sqft) HTM Load Doors Type20.0 10.1 203 Btuh 1 Insulated-Exterior 20.0 10.1 203 Btuh 2 insulated-Adjacent 40 (sqft) 406 Btuh Door Total Area(sqft) HTM Load Type/Color/Surface R-Value 17 2415 Btuh Ceilings Typ 30.0 1431.0 2460 Btuh 1 Vented Attic/DarkShingle 947 0 2.6 19.0 2378 (sqft) 4876 Btuh 2 Vented AttiGDarlcShingle Ceilinq Total Size HTM Load R-Value Floors Type o.0 180(ft(P)) 0.0 o Btuh 1 Slab On Grade 180.0 (sqft) 0 Btuh Floor Total Envelope Subtotal: 12158 Btuh fts wall area CFM= Load ACH Volume(cuft) ( q ) 2378 Btuh Infiltration Type 0.36 20034 1488 233.7 Load SensibleNatural Btuh/occupant Appliance Internal Occupants g X 230 + 3000 4840 Btuh gain Sensible Envelope Load: 19376 Btuh (DGM of 0.204) 3953 Btuh Duct load Sensible Load All Zones 23329 Btuh Page 1 EnergyGauge® FLRCPB v4.5.2 Manual J summer Calculations Residential Load - Component Details (continued)e only woods Project Title: woods Professional Version 965 sailfish dr Climate: North atl bch fl, fl 2/3/2014 Y Y ... +g 9 zx1� ^" .,�G '. v,}�,+VSs' # a ..k' WHOLE HOUSE'TO` � "r� � x Sensible Envelope Load All Zones 19376 Btuh Sensible Duct Load 3953 Btuh Total Sensible Zone Loads 23329 Btuh Sensible ventilation 0 Btuh 0 Btuh Blower Whole House Total sensible gain 23329 Btuh Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 4329 Btuh Latent ventilation gain 0 Btuh Latent duct gain 844 Btuh 200 Btuh per person) 1600 Btuh Latent occupant gain (8 people @ P P ) 0 Btuh Latent other gain Latent total gain 6773 Btuh TOTAL GAIN 30102 Btuh ...F x EQUIPMEN'1" .: 2 � , ': ^u a �, 34000 Btuh 1. Central Unit # 'Key: Window types(Pn-Number of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (U-Window U-Factor or'DEF'for default) (InSh-Interior shading device: none(N),Blinds(B), Draperies(D)or Roller Shades(R)) (ExSh-Exterior shading device: ull F o(NHalf H merical value) s (BS-insect screen: none(N), O O) (Ornt-compass orientation) Version 8 For Florida residences only Page 2 EnergyGauge® FLRCPB v4.5.2 � y b b ~ CD 0 �O 00 . J d1 CIi -P " 0 Cr 5Z CD CD vo $* O r o TJ CD CD cro d p •� CD O 0 o b ° O.� 0 CD o o �'1 d . o CD �+ n Q- o CD w y f CL . 00 C z `�. :D CD ¢. `moi. y C-7, 0 CD r d � r y CD CD �J v 1 CD � 5" p ° (D CDD � n, 5 CD M n CD ..r 1 O r"m CD ° g 0 am* C � � p O O O p O p p `C (➢ A� O rJ h ¢ 0-4 N r* CD CD CD uQQ N 't� U� n. p P� O A ¢ --n CD O CD �n cn n Co A CD CD CD = p (D UQCD (D O O Q GQ n (� CCD N O CD S� a A n c w � o A A `! 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Ocn �' r L� A O 0 CD ►- CD � O O tz CSD �-• �' ° `:l CCD CDCD W City of Atlantic Beach APPLICATION NUMBER �s a� Building Department (To be assigned by the uilding Department.) r 800 Seminole Road / Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://viww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Department review required Yes No Buildin Applicant: &A�_rl�on Planning &Zoning Tfw� �J Tree Administrator Project: V A-h m Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date `� Florida Dept. of Environmental Protection of Permit Verified B I p II Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: L1'1 TREE ADMIN. Second Review: ❑Approved as revised. ❑ enied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 q� FILE COP at ti o-o-£ s-s-vz Zoe JN wig l08 ; L08le / 0 o p w 0 l08 6 � z L08 a Z Q wy L08 J w,g £OV d g uj Z CL(n ov W (n o Z)LU F-H OV W LL z U 0°W OV p ^J^ =z N N LL ~C7 Z OV CO O z Z) �:W OV w I— a Wo L J W oV O a O �o 0 d VOV a w 0 0o a N LOV ; LOV 3 LOV €E O 0 O LOV a LOV LOV $ Qv t LOO LOO E c LOO N o 0 O LOO 0 N LOO 0O � ENGINEERING COVER SHEET ��.�`` AUL p� c Q.Q'\.•'••A NSF• •.9�0 Job Number: 62870778 � U.=• . 6 Sold To: DURHAM BUILDING MATERIALS 59 60* — Ship To: 965 SAILFISH DRIVE, ATLANTIC BEACH Lot/Block/Subdivision: O STATE OF 44/ Model: USTOM �• . FCOR1pP [County:CD6VAL s c� �OIlrlAI111\ 1/23/2014 Design Code: FRC 2010/TP12007 Design Method: MWFRS/C-C Hybrid Wind ASCE 7-10 Wind speed (mph): 130 mph Design Software: MiTek 20/20 —Version 7.33 Total Roof Load: 37 psf Total Floor Load: 55 psf Engineer or Professional of Record: This package include 8 Individual, dated Truss Design Drawing(s). # Truss ID: Date: # Truss ID: Date: # Truss ID: Date: # Truss ID: Date: 61 Truss ID: Date: 1 A01 1/23/14 16 31 as 2 A02 1/23/14 17 32 47 62 3 A03 1/23/14 18 33 48 63 4 A04 1/23/14 19 34 49 64 5 B01 1/23/14 20 35 50 65 6 B02 1/23/14 21 36 51 66 7 C01 1/23/14 22 37 52 67 8 CO2 1/23/14 23 38 53 68 39 54 69 9 24 55 70 40 10 25 41 56 71 11 26 42 57 72 12 27 58 73 43 13 28 44 59 74 14 29 60 75 15 30 45 DIGIACOMO ENGINEERING INC. Charles P. DiGiacomo P.E. Truss Design Engineer; FL PE License #59660 3184 Litchfield Dr. Orange Park FL s sheet, I hereby certify that I am the truss design engineer for the truss With my embossed seal affixed to thi pliant with 61 G15-31.003 sec.5 of the Florida Board of designs listed above off. This index sheet to be com Professional Engineers. solely for The embossed seal on this index sheet indicates acsuitabilityacceptance useprofes of each Truss design drawing for aengineering lny particular the Truss Design Drawings listed abo building is the responsibility of the Building Designer, per ANSI/TPI 1-2002 Section 2. ere sealed. Unless noted above, there is ntremre ctarelin fabrication,Engineer Ohandl�handling, shipping,the time instalese ling and brawings rae ng. Refer to BCSI WARNING-Trusses require ex 1-03 published by TPI and WTCA for safety practices prior to performing these functions. Job cuss�� Truss Type Qty Ply 965 SAILFISH DRIVE A01 SPECIAL 6 1 Job Reference optional) 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Jan 23 09:32:03 2014 Page 1 I D:Wp3LVA3ggochp?2ufPMMKXzsp3x-hf949BrdNYPG61yfQgRYLmFxERbOMDIDeHstHzzsX8 2-0 6-8-1 13-0-0 18-10-4 25-0-2 30-4-10 1 37-8-8 41-8-8 '2-0-016-8-1 6-3-15 5-10-4 6-1-14 15-4-8 7-3-14 4-0-0 Scale=1:70. 3.00 12 5x6= F 4x4% 3x4 3x6; E G 5x6= 3x4; D H C I N B RdJ Ln A 0 C = 5x6= N M L K 4x6 3x5 = 5x6= 3x6= 3x12 MT20H= 3x4= 1.50 F12 6-8-12 13-0-0 13T4-0 21-1-4 29-2-9 37-8-8 6-8 12 6-3-4 0-4-0 7-9-4 8-1-4 8-5-15 Plate Offsets X Y: B:0-1-14,0-1-8 1:0-3-11 Ed e, M:0-3-0 0-1-8, N:0-2-4,0-2-12, 0:0-3-0,0 2-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) -0.24 K-M >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -0.64 K-M >459 240 MT20H 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(TL) 0.03 1 n/a n/a Weight:186 Ib FT=20 BCDL 10.0 Code FRC2010/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins. T4:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-6 oc bracing. BOT CHORD 2x4 SP No.2*Except* MiTek recommends that Stabilizers and required cross bracing B4:2x4 SP M 30 be installed during truss erection,in accordance with Stabilizer WEBS 2x4 SP No.3 Installation guide. REACTIONS (Ib/size) B=270/0-5-8 (min.0-1-8),N=1540/0-8-0 (min.0-2-2),1=861/0.8-0 (min.0-1-8) Max Horz B=-108(LC 9) Max UpliftB=-170(LC 8),N=-302(LC 8),1=-412(LC 9) Max GravB=365(LC 27),N=1776(LC 2),1=1038(LC 28) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-C=-170/335,C-D=-176/1009,D-E=-169/1069,E-F=-399/208,F-G=-435/197, G-H=-1675/466,H-I=-1844/508 BOT CHORD B-O=-316/181,N-O=-316/181,M-N=-1037/328,L-M=-269/1121,K-L=-269/1121, I-K=-396/1712 WEBS C-0=0/256,C-N=-979/278,E-N=-1430/464,E-M=-332/1511,G-M=-875/336,G-K=-40/704, H-K=-269/180 NOTES (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) B=170,N=302,1=412. 8)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL. 9)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer Colli ljrj ggshed by TPI&WTCA for safety practices prior to performing these functions. Job Truss Truss Type Ory Ply 965 SAILFISH DRIVE A02 GABLE 1 1 Job Reference(optional) 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Jan 23 09:32:04 2014 Page 1 ID:Wp3LVA3ggochp?2ufPMM KXzsp3x-9sjSNXsF8sX7jSXs_Xynuzo8orzF5gVNtxcnpPzsXB 2-0- 6-6-9 12-8-6 1 18-10-4 25-0-2 1 31-1-15 37-8-8 41-8-8 -0-0 6-6-9 6-1-14 6-1-14 6-1-14 6-1-14 6-6-9 4-0-0 Scale=1:73.1 5x6= G 14x10 3x6 H � 3.00 1e 2 E F 5x6 S OS 2SF13 S 33S2S 0 fC 4 O 5 9 S 1 1 � �jA M I' 0 5x6= Y x W V U T SR O P O N 4x6= 3x6= 3x6= 3x8= 3x6= 9-7-7 1 18-10-4 1 28-1-1 1 37-8-8 9-7-7 19-2-13 9-2-13 19-7-7 Plate Offsets X Y: B:0-1-4 0-2-2 1:0-7-0,Ed a V:0-3-0,0-0-6 AD:0-1-14,0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) -0.17 M n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.17 M n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.01 L n/a n/a BCDL 10.0 Code FRC2010/TP12007 (Matrix) Weight:229 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. T6:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-13 oc bracing. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. REACTIONS All bearings 37-8-8. (lb)- Max Horz B=-104(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)X except B=-171(LC 8),P=-107(LC 8), N=-155(LC 13),V=-315(LC 12),L=-309(LC 9) Max Grav All reactions 250 Ib or less at joint(s)0,S,T,U,W,X,Y except B=335(LC 2),P=595(LC 2),N=740(LC 28),V=665(LC 27),L=573(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD D-E=-189/383,E-F=-176/391,K-L=-382/216 BOT CHORD L-N=-126/336 WEBS G-P=-317/161,I-N=498/263,K-N=-581/310,F-V=-564/330,D-V=-578/371 NOTES (10-11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)X except(jt=lb) B=1711 P=107,N=155,V=315,L=309. Continued on page 2 Job Truss Truss Type aY Ply 965 SAILFISH DRIVE A03 GABLE 1 1 Job Reference optional) 7,350 s Sep 27 2012 MiTek Industries,Inc. Thu Jan 23 09:32:05 2014 Page 1 I D:Wp3LVA3ggochp?2ufPMMKXzsp3x-d2HgaMvAf_Lc62YETOOBKF2FLOg5CW6bL_LSZSX8 F2 0 q 6 6 9 12-8-6 18-10-4 25-5-0 31-9-0 37-8-8 2-04 2-0-0 6-6-9 6-1 14 6 1-14 , , 9 6-4-0 5-11 8 2-0 0' Scale=1:68. 5x6= C' 4x8 3x6% 3x5 n H I F 3.00 F12 E SOS 2S 31,IS4S 5 S 6 D T 5 18 S 1 K 1 � I 5x6= 3x6= P O N M 4x6= w v U T S R O 3x8= 3x12 MT20H= 3x6= 9-7-7 18-10-4 1 28-1-1 37-8-8 9-7-7 9-2-13 9-2-13 9-7-7 Plate Offsets X, : B:0 1-4 0-2-2 H:0-6-0,0-2-0 :0-3-0,0-0-61, AB:0-1-14,0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) -0.17 M-O >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.50 M-O >569 240 MT20H 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 Horz(TL) 0.06 K n/a n/a Weight:218 Ib FT=20 BCOL 10.0 Code FRC2010/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 63:2x4 SP M 30 MiTek recommen7tthat Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed durinerection,in accordance wth Stabilizer OTHERS 2x4 SP No.3 Installation uide REACTIONS All bearings 13-8-0 except(jt=length)K=0-8-0. (lb)- Max Horz B=-82(LC 17) Max Uplift All uplift 100 Ib or less at joint(s)R,V except B=-152(LC 8),K=-322(LC 9),T=-411(LC 8) Max Grav All reactions 250 lb or less at joint(s)B,0,R,S,U,V,W except K=1051(LC 2),T=1549(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-C=-141/703,C-D=-130/720,D-E=-409/1172,E-F=-401/1233,F-G=-1079/385, G-H=-1071/384,H-I=-2149/632,I-J=-2210/622,J-K=-2491/799 BOT CHORD B-W=-687/176,V-W=-687/176,U-V=-687/176,T-U=-687/176,N-O=512/1832, M-N=-512/1832,K-M=-709/2346 WEBS H-O=-948/354,H-M=0/528,J-M=-270/239,F-O=-213/955,F-T=-1850/707,D-T=-578/371 NOTES (10-11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are MT20 plates unless otherwise indicated. 5)All plates are 3x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20-Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)R,V except Qt=lb) B=152,K=322,T=411. Continued on page 2 Job TrussTruss Type Qty Ply 965 SAILFISH DRIVE A04 SPECIAL 6 T1Jb Reference o tional 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Jan 23 09:32:06 2014 Page 1 ID:Wp3LVA3ggochp?2ufPMMKXzsp3x-SErpoDuVgTnrzmhESy?FzOtSHfdTZakgKFSYulzsXB �2 0-q 6-8-1 13-0-0 18-10 4 25-0-2 32-0-0 37 8-8 39-8-$ 2-0-0 6-8-1 6-3-15 5-10-4 6-1-14 6-11 14 5-8 8 2-0-0 Scale 1:67. 3.00 F12 5x6= F 35% 3x4ZZ xV3x6% E G 3x6 Zz 4G3x4 D H3x4 I J v 8 K u �A P I� 0 0 , 3x5= 5x6= 0 N M L 4x6= 5x6= 3x10= 3x12 MT20H= 3x4= 1.50 12 I 6-8-12 13-0-0 13 21-1-4 29-2-9 37-8-8 6-8-12 6-3-4 0-4-0 7-9-4 8-1-4 8-5-15 Plate Offsets X B:0-1-14 0-1-81,[E:0-2-0,0:T-81, N:0-3-12 0-1-8, 0:0-2-4 0-2-12 P:0-3-0 0-2-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) -0.23 L-N >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.94 Vert(TL) -0.63 L-N >462 240 MT20H 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(TL) 0.03 J n/a n/a BCDL 10.0 Code FRC2010/TP12007 (Matrix) Weight:174 Ib FT=20 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-4-1 oc bracing. B4:2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) B=260/0-5-8 (min.0-1-8),0=1566/0-8-0 (min.0-2-3),J=755/0-8-0 (min.0-1-8) Max Horz B=-87(LC 17) Max UpliftB=-166(LC 8),0=-312(LC 8),J=-306(LC 9) Max Grav B=361(LC 27),0=1809(LC 2),J=908(LC 28) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-C=-149/402,C-D=-227/1048,D-E=-220/1109,E-F=-391/198,F-G=-429/188, G-H=-1663/465,H-I=-1714/458,I-J=-2026/639 BOT CHORD B-P=-381/199,O-P=-381/199,N-O=-1076/349,M-N=-313/1168,L-M=-313/1168, J-L=-559/1902 WEBS C-0=-971/277,E-0=-1453/488,E-N=365/1540,G-N=-926/374,G-L=-18/691,I-L=-361/269 NOTES (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp B;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) B=166,0=312,J=306. 8)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL. 9)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to SCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions. LOAD CASE(S) Standard Job Truss Truss Type Oly nb 965 SAILFISH DRIVE B02 GABLE Reference(optional) 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Jan 23 09:32:08 2014 Page 1 ID:Wp3LVA3ggochp?2ufPMMKXzsp3x-2dzzCvvmC51 ZC3rdDN 1 j2pyuFSVT1 gUyoYaeyBzsXB -2-0-0 12-4-4 1 24-8-8 26-8-8 2-0-0 12-4-4 12-4-4 2-0-0 Scale=1:47. 4x4= I J K L H M 3.00 12 G N F O If E T T2 P DST O T T TM1 T R S f, o l 4x6 II AG AF AE AD AC AB AA Z Y X W V U T 4x6 II 24-8-8 24-8-8 Plate Offsets X [B:0-2-6,0-3-4],[R:0-2-6,0-3-41 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.02 S n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) -0.02 S n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 R n/a n/a BCDL 10.0 Code FRC2010/TP12007 (Matrix) Weight:120 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 24-8-8. (lb)- Max Horz B=-55(LC 13) Max Uplift All uplift 100 Ib or less at joint(s)AA,AC,AD,AE,AF,AG,Y,X,W,V,U, T except B=-140(LC 8),R=-146(LC 9) Max Grav All reactions 250 Ib or less at joint(s)Z,AA,AC,AD,AE,AF,Y,X,W,V, U except B=278(LC 27),R=278(LC 28),AG=265(LC 27),T=265(LC 28) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (10-11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp B;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)AA,AC,AD,AE, AF,AG,Y,X,W,V,U,T except(jt=1b)B=140,R=146. 10)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL. 11)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 965 SAILFISH DRIVE CO2 GABLE 1 1 Job Reference o tional 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Jan 23 09:32:09 2014 Page 1 ID:Wp3LVA3ggochp?2ufPMMKXzsp3x-WpWLQFwOzOAQgDQpn4Yyb1 V1 OsrFm7c61 CJCUdzsXB -2-0-0 12-4-4 24-8-8 28-8-8 2-0-0 12-4-4 12-4-4 4-0-0 Scale=1:50. 4x4= J K L H M N 3x6 3.00 12 G O E T F T2 P O D 77t I R S 0 4x6 11 5x8 II AG AF AE AD AC AB AA ZY X W V U T 24-8-8 24-8-8 Plate Offsets X [B:0-2-6,0-3-41, O:0 5 3 0-0 0 R:0-3-8 Ed e lI/defl Ud PLATES GRIP LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.27 S n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.41 S n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 R n/a n/a Weight:126 Ib FT=20% BCDL 10.0 Code FRC2010/TP12007 (Matrix) LBRACING UMBER TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. T3:2x4 SP DSS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS All bearings 24-8-8. (lb)- Max Horz B=-77(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)AB,AC,AD,AE,AF,AG,Z,X,W,V except B=-141(LC 8),R=-318(LC 9),U=-128(LC 9) Max Grav All reactions 250 Ib or less at joint(s)AA,AB,AC,AD,AE,AF,Z,X,W,V, U,T except B=278(LC 27),R=484(LC 28),AG=265(LC 27) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (10-11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Encl., GCpi=0.18;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 3x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joinl(s)AB,AC,AD,AE, AF,AG,Z,X,W,V except fit-lb)B=141,R=318,U=128. 10)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL. 11)Engineering responsibility solely for truss design drawing. The suitability and use of truss design for any particular building is the responsibility of the Building Designer. Trusses require extreme care in fabrication,handling,shipping,installing,and bracing. Refer to BCSI 1-03 published by TPI&WTCA for safety practices prior to performing these functions. LOAD CASE(S) Standard JANUARY 1, 2009 T-BRACE / I-BRACE DETAIL ST - T-BRACE MiTek Industries,Chesterfield,MO Page 1 of 1 • ��� O Note:T-Bracing/I-Bracing to be used when continuous lateral bracing o is impractical.T-Brace/I-Brace must cover 90%of web length. 0 00 aNote:This detail NOT to be used to convert T-Brace/I-Brace webs to continuous lateral braced webs. MiTek Industries, Inc. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss 1x4 or 1x6 10d 8"o.c. 2x4 or 2x6 or 2x8 16d 8"o.c. Specified Continuous Rows of Lateral Bracing Note: Nail along entire length of T-Brace/I-Brace Web Size 1 2 (On Two-Ply's Nail to Both Plies) 2x3 or 2x4 1x4(*)T-Brace 1x4(*) I-Brace 2x6 1 x6(*)T-Brace 2x6 I-Brace 2x8 2x8 T-Brace MI-Brace Nails Brace Size for Two-Ply Truss Ar Specified Continuous _V Rows of Lateral Bracing SPACING Web Size 1 2 k 2x3 or 2x4 2x4 T-Brace 2x41-Brace WEB Al 2x6 2x6 T-Brace 2x6 I-Brace -A 2x8 2x8 T-Brace 2x8 1-Brace k T-BRACE Nails / Section Detail T-Brace Web Nails T-Brace/I-Brace must be same species and grade(or better)as web member. (*) NOTE: If SYP webs are used in the truss, 1 x4 or 1 x6 SYP braces must be stress WebI-Brace rated boards with design values that are equal to(or better)the truss web design values. For SYP truss lumber grades up to#2 with 1 X_bracing material, use IND 45 for T-Brace/1-Bra e Nails For SYP truss lumber grades up to#1 with 1 X_bracing material, use IND 55 for T-Brace/I Bra MARCH 12, 2009 WEB BRACING RECOMMENDATIONS ST-WEBBRACE �0 ® MiTek Industries,Chesterfield,MO Page 1 of 1 MAXIMUM TRUSS WEB FORCE(Ibs.)(See note 7) a oo BRACE o� 24"O.C. 48"O.C. 72"O.C. BAY SIZE BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL TYPE MiTek Industries,Inc. A B C D A B C D C D 10'-0" 1610 18861886 2829 114'- 0" 1342 1572 1572 2358 3143 3143 4715 4715 7074 0" 1150 1347 1347 2021 16'-0" 1006 1179 1179 1768 2358 2358 3536 894 1048 1048 1572 3143 4715 20'-0" 805 943 943 1414 1886 1886 2829 `Bay size shall be measured in between the centers of pairs of diagonals. GENERALNOTES TYPE BRACING MATERIALS 1.DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF AND/OR CEILING DIAPHRAGM.THE DIAPHRAGM IS TO BE DESIGNED BY A QUALIFIED PROFESSIONAL 1 X 4 IND.45 SYP 2.THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2%OF THE WEB FORCE. 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER,AS THE LATERAL BRACE A -OR- MATERIAL,AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT INTERSECTS WEB MEMBERS 1 X 4#2 SRB(DF,HF,SPF) AT APPROX.45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2-8d (0.131'x2.5')FOR 1x4 BRACES,2-1 Od(0.131'x 3')FOR 2,0 and 2x4 BRACES,AND 3-1 Od(0.131"x3')FOR 2.6 BRACES. 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2-8d 10.131'X2.5')NAILS FOR 1x4 LATERAL BRACES, 2-10d(0.131')3')NAILS FOR 2x3 and 2x4 LATERAL BRACES,AND 3-10d(0.131')3')FOR 2x6 LATERAL BRACES. B 2 X 3#3,STD,CONST(SPF,DF,HF,OR SYP) 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING,CONSULT C 2 X 4#3,STD,CONST(SPF,DF,HF,OR SYP) DSB-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND BCSI 1 GUIDE TO GOOD PRACTICE FOR HANDLING,INSTALLING b BRACING OF METAL PLATE CONNECTED WOOD TRUSSES,JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE. www.sbciftWy-wo and www-tpinsi-i; D 2 X 6#3 OR BETTER(SPF,DF,HF,OR SYP) 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE. 8. TABULATED VALUES ARE BASED ON A DOL.-1.15 FOR STABILIZERS: FOR A SPACING OF 24'0 C 4'O.0ONLY,MITEK'STABILIZER-TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A,B,C AND D BRACING MATERIAL.DIAGONAL BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE.WHERE DIAPHRAGM BRACING IS REOUIRED AT PITCH BREAKS,STABILIZERS MAYBE REPLACED WITH WOOD BLOCKING.SEE'STABILIZER' TRUSS BRACING INSTALLATION GUIDE AND PRODUCT SPECIFICATION. DIAGONAL BRACE CONTINUOUS LATERAL RESTRAINT 2-1 Od NAILS (SEE NOTE 4) TRUSS WEB MEMBERS This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members.Additional bracing may still be required for the stability of the overall roof system.The method shown here is just one method that can be used to provide stability against web buckling. JANUARY 1, 2009 Standard Gable End Detail SHEET 2 MiTek Industries,Chesterfield,MO Page 2 of 2 oo n DISSBS 24"CONI TO THE BOTTOM CHORD ALTERNATT O 00 �00 HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d . COMMON WIRE NAILS AND ATTACHED e MiTek Industries, Inc. Roof Sheathing TO BLOCKING WITH(5)-10d COMMONS. s r V-3" Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR A NAIL DIAGONAL BRACE TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO 16d NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT \ MAY RESULT FROM THE BRACING OF THE GABLE ENDS \ 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN \ TO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points \ SUPPORTING THE BRACE AND THE TWO TRUSSES I ON EITHER SIDE AS NOTED. TOENAIL BLOCKING if needed TO TRUSSES WITH(2)-10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d COMMON WIRE NAILS. End Wall f CEILING SHEATHING I BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X—SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. FOR WIND SPEEDS GREATER 120 MPH NAIL ALL MEMBERS WITH TWO ROWS OF 10d(.131"X 3")NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE INLAYED STUD / VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. IAN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST STRUCTURAL BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM GABLE TRUSS / CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / STANDARD / GABLE TRUSS JANUARY 1,2009 STANDARD PIGGYBACK ST-PIGGY-PLATE TRUSS CONNECTION DETAIL g MiTek Industries,Chesterfield,MO Page 1 of 1 �aaa 0 00 0 00 a MiTek Industries, Inc. This detail is applicable for the following wind conditions: ASCE 7-98,ASCE 7-02,ASCE 7-05 Wind Standard under all enclosure and exposure conditions as long as no uplift exceeds 377 lbs. Refer to actual piggyback truss design drawing for uplifts. NOTE: This Detail is valid for one ply trusses spaced 24"o.c.or less. PIGGYBACK TRUSS Refer to actual truss design drawing for additional piggyback truss information. AttachP�99Y I back truss to the base truss with 3"x8"TEE-LOCK Multi-Use connection plates spaced 48"o.c. Plates shall be pressed into the piggyback truss at 48"o.c. staggered from each face and nailed to the base truss with four(4)-6d(1.5"x0.099") nails in each plate to achieve a maximum uplift capacity of 377 lbs. at each 3"x8"TEE-LOCK Multi-Use connection plate. Attach each purlin to the top chord of the base truss. (Purlins and connection by others) Li BASE TRUSS Refer to actual truss design drawing for additional base truss information. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS(SPACING NOT TO EXCEED 24"O.C.). A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. FEBRUARY 19, 2009 LATERAL TOE-NAIL DETAIL ST-TOENAIL O0 ® MiTek Industries,Chesterfield,MO Page 1 of 1 • U—C E I I 1.TOE-NAILS SHALL BE STARTED AND DRIVEN AT THE ANGLE SHOWN, BASED ON THE r CONNECTION LAYOUT USED. �I u 2.THE END DISTANCE, EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID SPLITTING OF THE WOOD. MiTek Industries, Inc. 3.ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. TOE-NAIL SINGLE SHEAR VALUES PER NDS 2005(Ib/nail) DIAM. SYP DF HF SPF SPF-S O .131 88 80 69 68 59 SQUA=EC Z O .135 93 85 74 72 63 .162 118 108 93 91 80 SIDE VIEW SIDE VIEW (2x4,2x6) (2x3) C13 3 NAILS 2 NAILS (5 C7 .128 84 76 66 65 57 NEAR SIDE NEAR SIDE LuO 131 88 80 69 68 59 --i FAR SIDE J N 148 106 97 84 82 72 NEAR SIDE — FAR SIDE J Z [� .120 73 67 58 57 50 p .128 84 76 66 65 57 CD .131 88 80 69 68 59 `° .148 106 97 84 1 82 72 30.00* VALUES SHOWN ARE CAPACITY PER TOE-NAIL. 1"for 3"NAIL APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. 1-1/16"for 3.25"NAIL 1-3/16"for 3.5'NAIL EXAMPLE: L (3)-16d NAILS(A 62"diam.x 3.5')WITH SPF CHORD SPECIES For load duration increase of 1.15: 3(nails)X 91 (Ib/nail)X 1.15(DOL)=314 Ib Maximum Capacity 45 DEGREE ANGLE BEVEL CUT VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW (2x3,2x4) 2 NAILS 45.00° NEAR SIDE 45.00° NEAR SIDE SIDE VIEW (2x6) 1-1/2"for 3"NAIL 3 NAILS 1-5/8"for 3.25'NAIL NEAR SIDE 1-3/4"for 3.5'NAIL NEAR SIDE - NEAR SIDE JANUARY 1, 2009 BEARING BLOCK DETAIL ST-BLCK1 0= ® REFER TO INDIVIDUAL TRUSS DESIGN MiTek Industries,Chesterfield,MO Page 1 of 1 P /IUD FOR PLATE SIZES AND LUMBER GRADES IMPORTANT 0 00 This detail to be used only with one ply trusses with a D.O.L.lumber increase of 1.15 or higher. MiTek Industries,Inc. Trusses not fitting these criteria should be examined individually. 0-3-8 ACTUAL BEARING SIZE BOTTOM CHORD SIZE LUMBER ALLOWABLE BEARING BLOCK BEARING BLOCK 8 WOOD BEARING ALLOWABLE LOADS AND GRADE REACTION ALLOWABLE LOADS NAILING PATTERN (lb) * ALLOWABLE LOAD(lb) TOTAL EQUIVALENT BEARING LENGTH SYP 2966 975 3941 0-4-10 2x4 BOTTOM CHORD DF 3281 892 4173 0-4-7 2ROWS @3"O.C. (8 TOTAL NAILS) HF 2126 772 2898 0-4-12 SPF 2231 754 2985 0-4-11 SYP 2966 1462 4428 0-5-3 2x6 BOTTOM CHORD DF 3281 1338 4619 0-4-14 3 ROWS @ 3^O.C. HF 2126 1159 3285 0-5-6 (12 TOTAL NAILS) SPF 2231 1131 3362 0-5-4 SYP 2966 1950 4916 0-5-12 21 8 BOTTOM CHORD DF 3281 1784 5065 0-5-6 4 ROWS @ 3"O.C. HF 2126 1545 3671 0-6-0 If TOTAL NAILS) SPF 2231 1 1508 3739 1 0-5-13 C CASE 1 ASE 2 4"MINIMUM T HEEL HEIGHT 1 BRG BLOCK TO BE SAME 12^BLOCK ADE,&SPECIES AS EXISTING NG BOTTOM CHORD. 12"BLOCK APPLY TO ONE FACE OF TRUSS. NOTES: 1.USE LOWER OF TOP PLATE OR TRUSS WOOD SPECIES. 23HE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3.NAILS DESIGNATED ARE 10d(.131"DIAM.x 3") FOR BEARINGS NOT NEARER THAN 3"TO THE END OF A MEMBER(CASE 2),THESE VALUES MAY BE MULTIPLIED BY A BEARING FACTOR OF 1.10 LOADS BASED ON FOLLOWING Fc PERPENDICULAR VALUES: SYP=565 psi DF =625 psi HF =405 psi SPF =425 psi NOTE:VALUES DO NOT INCLUDE MSR LUMBER WITH"E"VALUES GREATER THAN 1,900,000 PSI OR NON-DENSE GRADE LUMBER. CITY OF ATLANTIC BEACH :> 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 KK INSPECTION PHONE LINE 247-5814 W1 �. Application Number . . . . . 14-00000244 Date 3/06/14 Property Address . . . . . . 965 SAILFISH DR Application type description RESIDENTIAL ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 60000 -------------------------------------------- Application desc RENOVATION ------------------------------------------ Owner Contractor ---------------------- ------------------------ WOODS, CAROLYN & JEFF STYLES CONSTRUCTION, INC. W O6TH ST 1537 PENMAN ROAD SUITE A 303 ATLANTIC BEACH FL 32233 JACKSONVILLE BEACH FL 32250 (904) 241-4477 --- Structure Information 000 000 INTERIOR RENOVATION Occupancy Type . . . . . . RESIDENTIAL ---------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . Sub Contractor . . STYLES SMITH PLUMBING, INC . 00 Permit Fee 153 . 00 Plan Check Fee . Issue Date . . . Valuation 0 Expiration Date . . 9/02/14 --------------------------------------- Special Notes and Comments WILL PULL SEPARATE PERMITS FOR TRADES AND ROOF NEED NOC 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS --------------------- ------------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 2 . 30 STATE PLBG DBPR SURCHARGE 2 . 30 _____ _ ________ -- Fee summary Charged Paid Credited ----Due--- ----------------- ---------- ----- Permit Fee Total 153 . 00 153 . 00 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 60 4 . 60 . 00 . 00 PERMIT IS(;jV k1WED`L'®�N14N ACCORDANCE Wh�OALCEQATY OF AT�,�13T�� EACH ORDINANCE��ND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 2477-58226 Fax(904) 247-5845 JOB ADDRESS: �Gt�r�T i 15 �r ' PERMIT# NEW OR REPLACEMENT INSTALLATION: Project Values Baa 2 TYPE of FIXTURE QTY TYPE of FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer �_ Shower —L Dishwasher �_ Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet 2 Hose Bibs 2- Urinal Kitchen Sink /• Vacuum Breakers Laundry Tray _ Water Connected Appliances Lavatory _�}_ Water Heater / Other Fixtures Water Treating System RE-PIPE: TYPE of FIXTURE QTY TYPE of FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor (Trap) gallons(Requires 3 sets of plans) ❑ Lawn Sprinkler System-Number of Heads ❑ Well **SIR WD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.** ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name �•- e�.Y.•- !�>��s Phone Number Plumbing Company_SXy I s � � �� A,1,��`' 1;`e Office Phone Pyi- s'i3/ Fax Co. Address: /,3-7 /� �� a-�- �'v� City T x .3al State/0 Zip License Holder(Print): State Certification/Registration# Notarized Signature of License Holder ,�qtY I Notary Public State of Florida Before me thisgda 20 :° 1111k�- Shidey L Graham o My Commission FF 086990 gnature of Notary 0ra°� Expires 02/1412018 CITY OF ATLANTIC BEACH S 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number 14-00000244 Date 4/22/14 Property Address . . . . . . 965 SAILFISH DR Application type description RESIDENTIAL ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 60000 -------------------------------- Application desc RENOVATION ------------------------------ Owner Contractor _ -------------- ---------- ------------ WOODS, CAROLYN & JEFF STYLES CONSTRUCTION, INC. W O6TH ST 1537 PENMAN ROAD SUITE A 303 ATLANTIC BEACH FL 32233 JACKSONVILLE BEACH FL 32250 (904) 241-4477 Structure Information 000 000 INTERIOR RENOVATION Occupancy Type RESIDENTIAL _ -------- Permit ELECTRICAL PERMIT Additional desc Sub Contractor KNIGHT ELECTRIC LLC74 . 80 Plan Check Fee . 00 Permit Fee . . . . 0 Issue Date Valuation Expiration Date . . 10/19/14 ------------------------------ Special Notes and Comments WILL PULL SEPARATE PERMITS FOR TRADES AND ROOF NEED NOC 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS-TO-INSPECT-FASTENERS------------------- 2 . 00 Other Fees STATE ELEC DCA SURCHARGE STATE ELEC DBPR SURCHARGE 2 . 00 ________ ------ Fee summary Charged Paid CreditedDue _ ------- . 00 ---------- - . 00 Permit Fee Total 74 . 80 74 . 00 00 . 00 Plan Check Total • 00 . 00 4 . 00 . 00 Other Fee Total 4 . 00 ��77 ggp nn nn PERMIT IS9& EtT94�IN ACCORDANCE WIT7PAL� CITY OF ATLA§'PIC`BEACH ORDINANCAOAND THE FLORIO 0 BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904) 247-5845 L/ JIB ADDRESS: �}I I S� PERMIT# JEA INFORMATION REQUIRED ON ALL PERMITS Z 5Z AMPS �2,11U VOLTS PHASE VALUE OF WORK$ NEW SERVICE ffrOverhead ❑ Underground ❑T Underground up Pole ❑Residential(Main) Sepyvice 00-100 amps K101-150amps ❑151-200amps []_amps #of Meters ❑Commercial(Main) Service ❑0-100 amps ❑101-150amps ❑151-200amps amps OCT Service amps Conductor Type Size [I Multi-Family(Main)Service 00-100 amps ❑101-150amps ❑151-200amps ❑ amps #of Unit Meters ❑Temporary Pole ❑ amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ❑100 amps ❑150amps 11200amps ❑ amps OCT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: F_0-30amps 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ S kw Number of Lighting Outlets, Including Fixtures: 12 OTHER ELECTRICAL PROJECTS ❑Swimming Pool ❑ Sign ❑Smoke Detectors_Qty ❑Transformers KVA ❑Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans) Qty volts/amps VALUE OF WORK$ REPAIRS/MISCELLANEOUS ❑Replace Burnt/Damaged Meter Can ❑Safety Inspection ❑Panel Change ❑OH to UG ❑Other: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Phone Number Electrical Company K► 6AF 6Z6?-;t&(t- UC' Office Phone 2-17-9RV Fax 7` 74SV < 0 Co.Address: `i � t'�� �� S• City Its of State r/ Zip �2 r License Holder (Print): tit A r ertification/Registration# L'11 fit'Zt2� Notarized Signature of License Holder Before me this day of 20 Signature of Notary Public CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 iCll �? Application Number . . 14-00000244 Date 8/19/14 Property Address . . . . . . 965 SAILFISH DR Application type description RESIDENTIAL ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 60000 ------------------------------------------------------ Application desc RENOVATION --------------------------------------------------- Owner Contractor - ------------------------ ----------------------- WOODS, CAROLYN & JEFF STYLES CONSTRUCTION, INC. 303 6TH ST 1537 PENMAN ROAD SUITE A ATLANTIC BEACH FL 32233 JACKSONVILLE BEACH FL 32250 (904) 241-4477 --- Structure Information 000 000 INTERIOR RENOVATION Occupancy Type . . . . . . RESIDENTIAL ----------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . ANGLER HEATING & AIR INC. . 00 Permit Fee . . . . 99 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/15/15 -------------------------------------------- Special Notes and Comments 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS _ ----------------------------- Other Fees . STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 Fee summary Charged Paid Credited Due ---------- --------- ---------- Permit Fee Total 99 . 00 99 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 103 . 00 103 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904) 247-5845 JOE ADDRESS: q PERMIT# '— S �' PROJECT VALUE $ ARI# $K19' 11 "1 Z 13—REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit — Seer Rating Heat: Unit Quantity BTU's Per Unit gREQUIRED Duct Systems: Total CFM REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity�_ Tons Per Unit 3 do Heat: Unit Quantity BTU's Per Unit Seer Rating /3 Duct Systems: Total CFM 11-IG-0 REQUIRED FIRE PREVENTION Re uires 3 sets of plans) Fire Sprinkler System Quantity ((Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity Commercial Hoods Quantity (Requires 3 sets of plans) (Requires 3 sets of plans) Fire Suppression Systems Quantity FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters Solar Collection Systems Tanks(gallons) Wells OTHER: iod or work is suspended or abandoned for six months.I hereby certify that I have read Permit becomes void if work does not commence within a six month per this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. o �_ d Phone Number 6 � `� — U Property Owners Name c �r�r�� �"� � �� S Mechanical Company .QN�1 !�� ea �� �a AN4�A Office Phone 7,1 11-l3 yo Fax U Sy/J ti /1 dr City J-A State( � . Zip Co. Address: [ S 3 3 �`" License Holder(Print): !,Q £ Z o �' State Certification/Registration# C A C��7 Notarized Signature of License Holder KELLY L COLEMAN efore me this day of S}" 20 l 7 MY COMMISWON#EE155685 iignature of Notary Public EXPIRES April 08,2015 �07I X91-0163 F Ssmo�.cam