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356 10th St 2014 Detached Garage CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j .. ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 r J131 Application Number . . . . . 14-00000125 Date 2/18/14 Property Address . . . . . . 356 10TH ST Application type description DETACHED GARAGE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 69000 ---------------------------------------------------------------------------- Application desc detached garage ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- PER OLOF, EZELIUS PHILLIPS BUILDERS LLC 356 10TH ST 1250 SELVA MARINA CIRCLE ATLANTIC BEACH FL 32233 PHILLIPSBUILDERS@COMCAST.NET (704) 231-9188 ATLANTIC BEACH FL 32233 (904) 349-2999 --- Structure Information 000 000 DETACHED GARAGE W/ GUEST QUARTERS Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL -------------------------------------------------------------------------- Permit . . . . . . ACCESSORY STRUCTURE NEW RES Additional desc . . Permit Fee . . . 356 . 00 Plan Check Fee 178 . 00 Issue Date . . . . Valuation . . . . 69000 Expiration Date . . 8/17/14 ------------------------------------------------------------------------- Special Notes and Comments Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management. ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. Existing bricks in right-of-way must be reset following use for construction parking, providing a smooth, walkable surface. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS PERMIT IS iA VITIP&NL,4AgFA-V&ORTQNALI�VITWTAPq'Wj (W0ATj* ';RCE9PkJi14WF49M AND THE FLORIDA BUILDING CODES. 3 II1�� CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �J,I3 Page 2 Application Number . . . . . 14-00000125 Date 2/18/14 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 5 . 34 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 5 . 34 UTIL REV PRE APP >3 HRS 50 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 356 . 00 356 . 00 . 00 . 00 Plan Check Total 178 . 00 178 . 00 . 00 . 00 Other Fee Total 210 . 68 210 . 68 . 00 . 00 Grand Total 744 . 68 744 . 68 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �:�� 1ILDING PERMIT APPLICATION D (� M ITY OF ATLANTIC BEACH FILE C1. Y .� JAN 2 9 2014 eminole Road, Atlantic Beach, FL 32233 .� .�_w• • �,e, ice (904) 247-5826 Fax (904) 247-5845 IBY .. nn Job Address: 3s�z!(��t �.1�. (. _�Z�i3 _ Permit Number: �_ O� Legal Description Parcel# Floor Area of Sq. t. �y rl Sq.Ft Valuation of Work$ � Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial Rps e tial If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A Florida Product Approval# For multiple products use product approva orm LoZ- � �V�Sfi _ Describe in detail the type of work to be performed: Property Owner Information: Name: u r, Address: City 3clkctA Statel:LZip 3223 Phone goLt - 231 — '?1 88 E-Mail or Fax# (Optional) f�. e z e ►u S(!JVA +l. CoW, Contractor Information: Company Name: P I-I L ULes Qv+ Ors L LC, Qualifying Agent: Address: / 7 _CZ _Cel 1/,4MP1ZI,JAGVZ • City /4. 6 State- 'r Zip ZL Office Phone -Cl _,�244; 2l c79 Job Site/Contact Number Fax# State Certification/Registration# G L3 I ZS 7 /* Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void zf work M not commenced within siz(6)months, or if construction or work is suspended or abandoned for a period of six 6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, urnaces,Boilers,Heaters, 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 BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereb certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type ojYwork 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 other federal or local law regulating construction or the performance of construction. tignature of Owner Signature of Contractors' Print Name '[ .�...... ....... ?-G...... ........................... Print Name (i.<�al��lti.1,�', Before me Bef thi%c� Da of 20A/ th' ay f 20 ' Day t a CA tiJlN]Fd 11X4�1MISSl N f!DD 957760 Nota Public �.* �, s Notary Public,State ofa �.• ,?3 LA PIPES:February 14,2014 Commissionli l E 4 ; _° , _�Liond.'d Thru Nnf;public Underwriters evised 10.24.12 My comm.exoires Dec. `° ""'° DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING DE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: � iY k / - S/-/"/' Development Size Habitable Space 4oc s.,r, Non-Habitable boo S.P Impervious area Miscellaneous Information Occupancy Group - Type of Construction J�,: /3 Number of Stories 2 Zoning District I S- -a- Max. Max. Occupancy Load Fire Sprinklers Required Flood Zone K Conditions/Comments: 4Re 4,-1-? g,,, olvc t/UyYSSC-(.G R-'L F'IQC �PSI�. M ll,c7.). I ;T,q >°fo� 6,jec s�vrces . /h /( Off. y �alay.c� 4,v ee4L,,,Y, nc4 2egv,r-eGl �'df hc�N �aloiin � 2oow. s 93o � - 5. :2 Dt c4 Pell -2600ci'.A Y)'1P)C7/ OT i G loss O of 1 d�c/haP�v{ J j4XLl; CITY OF ATLANTIC BEACH �v 3; Building Department 800 Seminole Road Atlantic Beach,Florida 32233 ''•sem�-s (904)247-5800 19 PLAN REVIEW COMMENTS Permit Application # / 4�- /a Property Address: /p.//? Applicant: J010 d c Project: This permit application has been: Approved EJ Reviewed and the following items need atten 'pn: V Please re-submit your application when these items have been completed. Reviewed By: - Date: S1 blipI City of Atlantic Beach APPLICATION NUMBER Si Building Department (To be assigned by t e Building Department.) 800 Seminole Road 9 z 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://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: J (p /Q QApartment review required Yes No B ' /7 /�/ .5 �Gj�(1�� Planning &Zonin Applicant: Tree Adminis rator Project: D17-ethm <_Public Works Public Utilities Pubic 7aTety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection 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: i Approved. ❑Denied. (Circle one.) Comments: BUILD i PLANNING &ZONING Reviewed by: Date: )L T/ TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. 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 City of Atlantic Beach APPLICATION NUMBER Js ill Building Department (To be assigned by t e Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Q�Z Phone(904)247-5826 • Fax(904) 247-5845 r 111 E-mail: building-dept@coab.us Date routed: o? � _- City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: j �p ��Q 7W D rtment review required Yes No B " Applicant: /�/ ,�9 ,5341-lwxz_� Planning &Zonin Tree Aftinis rator Project: DER C& Q,1ePublic Works Public Utilities Pubic a ety Fire Services Review fee $ .. ` Dept Signature:: Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection 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: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: es Date: TREE ADMIN. Second Review: A roved as revise . ❑ pp ❑Denied. 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 ,s=�`�:r,I, City of Atlantic Beach iKECEIVED APPLICATION NUMBER �s I BuildingDepartment ` 800 Semile Road ! (To be assigned by t e Building Department.) Atlantic Beach, Florida 32233-5445 ; JAN' 2 9 2014 Q Z Phone(904)247-5826 • Fax(904) 47-5845 E-mail: building-dept@coab.us BY: Date routed: o? ------ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: JZV lQ D rtment review required Yes No B " Applicant: l�/ ,�9 ,5 / f PlanMAdminis onin Tree rator Project: Chit Public Works Public Utilities Pubic a ety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection 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: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Dater 7 TREE ADMIN. Second Review: ]Approved as revised. ❑Denie . 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 City of Atlantic Beach �, �s Building DepartmentAPPLICATION NUMBER 800 Seminole RoadJAIR 2 9 2014 (To be assigned by t e Building Department.) w� Atlantic Beach, Florida 32233-5445 Q�Z Phone(904)247-5826 • Fax(904)247- E-mail: building-dept@coab.us — Date routed: o? City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1Q D rtment review required Yes No J B " Applicant: /�/ ,r9,5 (�/ f Planning &Zonin Tree Adminis rator Project: C PublicWorks Public Utilities Pubic a ety Fire Services Review fee $ Dept Signatu Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection 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: 'Approved. ❑Denied. (Circle one.) Comments: ''vv BUILDING PLANNING &ZONING Reviewed by: Date:—!/-30 TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. aWO Comments: UTILI, L P13BLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 M A P O F S U R V E Y LOT 25, BLOCK 12, PLAT No. 1, SUBDIVISION "A", ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUV RIDA. 1 OWAY thSTREET 40ROAD FEB 06 014 By 49.99' FIELD '+ FOUND 1\2" IRON5000 FOUND 1/2" IRON . PIPE, NO CAP PIPE, CAP ILLEGIBL B 2 0 W I w O N I Y N N JO 0a 3 3 0 z a 13.9' 24.211.9' U) 0.2' 0.7' Q BRIC o I O W ALK TWO STORY I U Zn FRAME '6 RESIDENCE '6 2.a\ cn InV, No. 356 Q LTJ w O Ow O OE O 1 .8' 24.2' 11.9' 6-co I N CONCRETE PATIO w v LOT 23 LOT 270 LOT 25 3 � o Z Li NOTES $ THIS IS A BOUNDARY SURVEY 3 INTERIOR ANGLES AS PER FIELD SURVEY AS FOLLOWS: A = 90'11'10" g L— 1 z"PALM C K 1 B = 89'45'10" C = 89'48'20" D = 90'15'20" CONCRETE NORTH ARROW PROTRACTED PAD FROM PLAT. NO BUILDING RESTRICTION LINES D CPER PLAT. .s' FOUND 5\8' 3' 6 WOOD 50.00 FOUND 1\2' IRON REBAR, NO CAP FENCE 0.4 PIPE, NO CAP 49.85' FIELD 6' WOOD FENCE LOT 28 LOT 26 LOT 24 g L C K 12 Q 10 20 40 SCALE: 1" = 20' THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA THIS SURVEY WAS MADE FOR THE BENEFIT OF OUTSIDE THE 0.2% ANNUAL CHANCE PER OLOF FZELIUS AND MARITA EZELIUS. FLOOD PLAIN) AS DETERMINED FROM THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL No. 12031CO409H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. ��--- DONN BOAT'vVRIGHT, P.S.M. 'NOT VALID WITHOUT THE SIGNATURE AND THE FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DRAWN BY: MGC 1500 ROBERTS DRIVE DATE: OTOBER 3a, 2013 FILE #: 2013-1040 JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 �l a1 ` y re x O d b CD 0CD 0 o •� `�- CD CD O N `" vi m o �s �.CD 0 Q o w C .� oNID �P A ' FORMS t: : FILE COPY t . FLORIDA BUILDING CODE,ENERGY CONSERVATION FORM 402-2010 Residential Building Thermal Envelope Approach ALL CLIMATE ZONES 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 buildings,new heating,cooling,and water heating systems in existing buildings,as applicable-To comply,a building must meet or exceed all of the energy efficiency requirements on Table 402A and all applicable mandatory requirements summarized in Table 402B of this form.If a budding does not complywith this method or Altemate Form 402,it may still comply under Section 405 of the Florida Building Code,Energy Conservation. PROJECT NAME: -Z 14SGJAIZACtEBUILDER: Wi Lij 5 AND ADDRESS: S(Q 1Ot`b' PERMITTING �Q f#1 L.3Gt� FL OFFICE: OWNER: VWL4 LAS PERMIT NO.: a O JURISDICTION NO.: General Instructions: 1.New construction which incorporates any.of the followingg features cannot comply using this method:glass areas in excess of 20 percent of conditioned floor area,electric resistance heat and air handlers located in attics. Additions 5 600 sq.fl.,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. 2. Single-family detached or multiple-family attached 2. .SF 3. If multiple-family-No.of units covered by this submission 3, �- 4. Is this a worst case?(yes/no) 4. ND 5. Conditioned floor area(sq.ft.) 5, 6. Glass type and area: a.U-factor 6a. b.SHGC 6b. c.Glass area 6c. sq.ft. 7. Percentage of glass to floor area 7 i3 8. Floor type,area or perimeter,and insulation: a.Slab-on-grade(R-value) 8a"R- lin.ft. b.Wood,raised(R-value) 8b.R= sq.ft. c.Wood,common(R-value) 8c.R= sq.ft. d.Concrete,raised(R-value) 8d,R= sq,ft. c.Concrete,common(R-value) 8e,R= sq.ft. 9. Wall type,area and insulation: a.Exterior. 1. Masonry(Insulation R-value) 9a-1. R- sq.ft. 2. Wood flame(Insulation R-value) 9a-2_ R= sq.ft. b.Adjacent: 1. Masonry(Insulation R-value) 913-1. R= sq.ft. 2. Wood frame(Insulation R-value) 9b-2. R= sq.ft. 10. Ceiling type,area and insulation: a.Under attic(Insulation R-value) 10a.R= 3o sq.ft. 579--.. b.Single assembly(Insulation R-value) 10b.R= sq.ft. 11. Air distribution system:Duct insulation,location,On a_Duct location,insulation iia. R= b.AHU location 11b. c.Qn,Test report attached(<0.03;yes/no) 11 c.Test report attached? Yes CJ 12. Cooling system: a.Typc 12a.Type: dr 12b.SEER/EER: h_Efficiency y� 13. Heating system: 13a.Type: SPuT 1042 (7'iU-*- a.Typc 13b.HSPF/COP/AFUE: �. b.Efficiency p� 14. HVAC sizing calculation:attached 14. R sl No 15. Hot water system: v ^ a Type 15a.Type: �.i1 15b.EF: el ID b.Efficiency I hereby certify that nd s c cati thwlp�e in compliance with the Florida Review of plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. /U}r I Energy Code.Before construction is completed,this building will be inspected for compliance in accordance with Section 553.908,F.S. E: PREPARED BY: Z- DAT , CODE OFFICIAL:_ _ -- I hereby certify that s u with the Florida Energy Code: 1^ OO OWNER AGENT: DATE: DATE:- - C.4 2010 FLORIDA BUILDING CODE-ENERGY CONSERVATION FORMS TABLE 402A BUILDING COMPONENT PERFORMANCE CRITERIA' INSTALLED VALUES: U-Factor<0.65 Windows(see Note 2): SHGC=0.30 U-Factor= %of CFA<=20% SHGC= Skylights U-Factor<0.75 %of CFA= ,3 67,D Doors:Exterior door U-Factor U-Factor<0.65 U-Factor= Floors: Slab-on-grade No requirement / Over unconditioned spaces see Note 3 R-13 R-Value= Walls—Ext and Adj.(see Note 3): ; Frame R-13 R-Value= Mass (see Note 3) Interior of wall: R-7.8 R-Value= Exterior of wall: R-6 R-Value= Ceilings(see Notes 3&4) R--30 R-Value= 3 V Teal report Reflectance 025 Reflectance= Attached? Ye Air distribution system(see Note 4) Ductwork&air handling unit: Location: 'VR,;w yZ' Unconditioned space Not allowed Test report Conditioned space Attache.? Duct R-value R-value 2 6 /.. Ye o R-Value= tV Air leakage On Qn 5 0.03 an= Air condition' systems see Note 5 SEER=13-0 SEER= Heating system Heat pump(see Note 5) Cooling: SEER=13.0 SEER= Heating: HSPF=7-7 HSPF= Gas fumace AFUE 78% AFUE= Oil furnace AFUE 78% AFUE_ Electric resistance:Not allowed(see Note 5) Water heating system(storage type) �^ Electric(see Note 6): 40 gal:EF=0.92 Gallons=. 50 gal:EF=0.90 EF= Gas fired(see Note 7): 40 gal:EF=0.59 Gallons= Other(describe): 50 gal:EF=0.58 EF= (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 U-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. (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. Exception:Ducts installed onto an existing air distribution system as part of an addition or renovation;duct must be R-6 installed per Sec.503.2.7.2. (5)For all conventional units with capacities greater than 30,000 Btrl/hr. For other types of equipment,see Tables 503.2.3(1-8). 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). (7)For other natural gas storage volumes,minimum EF=0.67-(0.0019 x volume). TABLE 402B MANDATORY REQUIREMENTS COMPONENTS SECTION REQUIREMENTS CHECK To be caulked,gasketed,weafherstripped or otherwise sealed.Recessed lighting IC-rated as meeting ASTM E / Air leakage 402.4 283.Windows and doors=0.30 cfm/sq.ft.Testing or visual inspection required.Fireplaces:gasketed doors& outdoor combustion air. Ceilings/knee wags 40521 R-19 space permitting. Programmable thermostat 403.1.1 Where forced-air furnace is primary system,programmable thermostat is required. Air distribution system 403.2 Ducts in attics or on roofs insulated to R-8;other ducts R-6.Ducts tested to Q.=0.03 by a Class 1 BERS rater. Heat trap required for vertical pipe risers.Comply with efficiencies in Table 403.4.3.2.Provide switch or dearly Water heaters 403A marked circuit breaker(electric)or shutoff (gas).Circulating system pipes insulated to=R-2+accessible manual / OFF switch. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat ! Swimming pool&spas 403.9 loss except it 70%of heat from site-recovered energy.Off/timer switch required.Gas heaters minimum thermal efficiency=78% 82%after 4/16/13.Heat pump pool heaters minimum COP=4.0. Sizing calculation performed&attached.Minimum efficiencies per Tables 50323.Equipment efficiency verification Cooling/heating equipment 403.6 required.Special occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Lighting equipment 404.1 1 At least 5o%of permanently installed lighting fixtures shall be high-effrcxy lamps. 2010 FLORIDA BUILDING CODE—ENERGY CONSERVATION CS ZI ENGINEERING COVER SHEET Job Number: 61817847 4. Sold To: DURHAM BUILDING MATERIALS Ship To: 356 10TH STREET. ; }� Lot/Block/Subdivision: Y w Model: EZELIUS GARAGE CM County: DUVAL x t FILE CO Y a �� 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 nr Professional of Record: UNKNOWN AT TIME OF PRINTING This package include 3 Individual, dated Truss Design Drawing(s). # Truss IQ: Date: # Truss ID: Date: # Truss ID: Date: # Truss ID: Date: # Truss ID: Date: 1 F01 '112/19/13 16 31 46 61 2 F02: 12/19/131 17 32 47 62 3 F03 12/19/_13 18 33 48 63 4 19 34 49 64 5 20 35 50 65 6 21 36 51 66 7 22 37 52 67 8 23 38 53 68 9 24 39 54 69 10 25 r43 55 70 11 26 [60 71 12 27 72 13 28 73 14 29 74 15 30 45 75 DIGIACOMO ENGINEERING INC. Charles P. DiGiacomo P.E. (Truss Design Engineer; FL PE License #59660 3184 Litchfield Dr. Orange Park FL With my embossed seal affixed to this sheet, I hereby certify that I am the truss design engineer for the truss designs listed above only. This index sheet to be compliant with 61G15-31.003 sec.5 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 Drawings listed above. The suitability and use of each Truss design drawing for any particular building is the responsibility of the Building Designer, per ANSI/TPI 1-2002 Section 2. Unless noted above, there is no Structural Engineer Of Record at the time these drawings were sealed. WARNING-Trusses require extreme care in fabrication, handling, shipping, installing and bracing. Rete.,to BCSI 1-03 published by TPI and WTCA for safety practices prior to performing these functions. ; Job Truss Truss Type Oty ply 61817847 F01 GABLE 2 1 Job Reference(optional) • 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Dec 19 10:52:15 2013 Page 1 ID:Bh50PzdAcDgoPbOnJAF9PVy7jND-_YTt4nsXoreo?sCXggSQ01 HUZACsAy7ii1 RrEJ9y7RN 0-1-8 0-1-8 Scale-1:37.1 3x6 FP= A B C D E T, F G H I J K L M N O P O R S T 1 1 1 1 1 1 1 1 ci 1 1 1 1 E I 1 1 1 1 1 1 AP l AN AM AL AK AJ Al AH AG AF AE AD AC AB AA z Y x W v U 3x4= 3x6 FP= 3x4= 1-11-0 10-3-0 12-3-0 13-11-0 22-6-0 7 3-3-0 1 4-7-0 5-11-0 7-3-0 8-7-0 9-11-0 11-3 1 -7-0 115-3-0,16-7-0,17-11- 19-3-0 20-7-0 F1-11 0-7-01-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 '1-0-01-04 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 -7- Plate Offsets X :0-1-8 Ed a AO:0-1-8,0-1-0AP:0-1-8,0-1-0 0-4-0 0-4-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 U n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:100 Ib FT=20%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 22-6-0. (lb)- Max Uplift All uplift 100 Ib or less at joint(s)AN,U Max Grav All reactions 250 lb or less at joint(s)AN,U,AE,AF,AG,AH,Al,AJ,AK, AL,AM,AC,AB,AA,Z,Y,X,W,V FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (7-8) 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)AN,U. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL. 8)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 �7Truss Type Qty Ply 61817847 F02 FLOOR 11 1 Job Reference(optional) 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Dec 19 10:52:15 2013 Page 2 ID:Bh50PzdAcDgoPbOnJAF9PVy7jND-_YTt4nsXoreo?sCXggSQ01HN6A?XAIYi1RrEJ9y7RN LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:F=-300(F)1=-300(F) END OF TRUSS DESIGN DRAWINGS ALL ADDITIONAL INFORMATION IS PROVIDED SOLELY FOR USE AS REFERENCE. THE SUITABILITY AND USE OF THE PRECEEDING TRUSS DESIGN DRAWINGS FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-2002 SECTION 2. :O myomp,1"kin amts e.. .. rwrm s w,rw4.oa= wo Now wommM Ma OA o It.1nomt 1 s1 MIII11u on MOL NIS'Md1 • mmuowry^ web rpt flMM To: Reaction Durham Building Materials Job Number: B1300009 Fax: Page: 1 Project:61817847 Block No: Date: 12/19/13 11:14:18 Model: EZELIUS GARAGE Lot No: Contact: Site: Office: Deliver TO: Account No: 000000003 Name: 356 10TH STREET Designer: / Phone: Salesperson: Everett ogden Fax: F. Quote Number: B1300009 P.O.Number: Qty: Truss Id: Span: Truss Type: Depth Reactions: 22-06-00 Joint U Joint V Joint W Joint X Joint Y It 2 F01 GABLE 01-04-00 120.72 151.95 145.32 147.01 -7.43 22-06-00 Joint O Joint Z 11 F02 FLOOR 01-04-00 1516.88 1516.88 22-06-00 Joint O Joint Z 2 F03 FLOOR 01.04-00 1441.88 1441.88 JANUARY 1, 2009 L-BRACE DETAIL ST - L-BRACE L�laa O MiTek Industries,Chesterfield,MO Page 1 of 1 0 00 LILILI 0 00 a MiTek Industries,Inc. Nailing Pattern Note: L-Bracing to be used when continuous L-Brace size Nail Size Nail Spacing lateral bracing is impractical. L-brace 1x4 or 6 10d 8"o.c. must cover 90%of web length. 2x4,6,or 8 16d 8"o.c. Note:Nail along entire length of L-Brace L-Brace Size (On Two-Ply's Nail to Both Plies) for One-Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 Nails 2x3 or 2x4 1x4 *" t 2x6 1x6 2x8 2x8 DIRECT SUBSTITUTION NOT APLICABLE. k a SPACING k WEB k L-Brace Size -A for Two-Ply Truss L-BRACE Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 — 2x6 2x6 2x8 2x8 DIRECT SUBSTITUTION NOT APLICABLE. Nails � Section Detail E— L-Brace a Web L-Brace must be same species grade(or better)as web member. JANUARY 1, 2009 Standard Gable End Detail ST-GE130-001 00 MiTek Industries,Chesterfield,MO Page 1 of 2 FV_10E1 Typical_x4 L Brace Nailed To 2x Verticals W/tOd Nails,6"o.c. Vertical Stud o 0o Vertical Stud (4)-16d Common DIAGONAL Lu U in Wire Nails ACE MiTek Industries, Inc. 16d Common SECTION B-B Wire Nails DIAGONAL BRACE Spaced 6"O.C. 4'-0"O.C.MAX (2)-10d Common 2x6 Stud or TRUSS GEOMETRY AND CONDITIONS Wire Nails into 2x6 2x4 No.2 of better SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace Naile12 � w/(4)10d CommonTo 2x )Nails SECTION A-A 2x4 Stud A � Varies to Common Truss SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING A TO TRUSSES WITH(2)-10d NAILS AT EACH END. ** ATTACH DIAGONAL BRACE TO BLOCKING WITH B B 3x4= (5)-10d COMMON WIRE NAILS. (4)-8d NAILS MINIMUM,PLYWOOD 111711 ;It7�11 SHEATHING TO 2x4 STD SPF BLOCK Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B 2a"Max Roof Sheathin NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND 1,3„ WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. (2)-10 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. Max. (2)-10d NAILS ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF - �rUS S @ 24" o.c. DIAPHRAM AT 4'-0"O.C. 6.2OSTUD AND A < STUD ASS OWNN W THNSTRUCT HORIZONTAL B6d NAILRACE S SPACED 6"O.C.NNECTING A HORIZONTAL / BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. 2 6 DIAGONAL BRACE SPACED 48"O.C. (REFER TO SECTION A-A) Dlag. Brace /ATTACHED TO VERTICAL WITH(4)-16d 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. at 1/3 point /COMMON WIRE NAILS AND ATTACHED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. TO BLOCKING WITH(5)-10d COMMONS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed _ TYPE TRUSSES. End Wall HORIZONTAL BRACE (SEE SECTION A-A) 2 DIAGONAL Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS Species and Grade Maximum Stud Length 2x4 SPF Std/Stud 12"O.C. 4-0-7 4-3-2 6-0-4 8-0-15 12-1-6 2x4 SPF Std/Stud 16"O.C. 3-7-0 3-8-4 5-2-10 7-1-15 10-8-15 2x4 SPF Std/Stud 24"O.C. 1 2-11-1 3-0-2 4-3-2 5-10-3 8-9-4 Diagonal braces over 6'-3"require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6"require 2x4 I-braces attached to both edges. Fasten T and I braces to narrow edge of web with 10d common wire nails 8in o.c.,with 3in minimum end distance. Brace must cover 90%of diagonal length. MAXIMUM WIND SPEED=130 MPH MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7-98,ASCE 7-02,ASCE 7-05 STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. OCT 29, 2004 STANDARD PIGGYBACK TRUSS CONNECTION DETAIL ST-PIGGY MAN"' * 2 x_x 6'-O"SIZE TO MATCH TOP CHORD OF PIGGYBACK. ALL VALUES SHOWN BELOW ARE mffl� ATTACHED TO ONE FACE OF TOP BASED ON LOAD DURATION OF 1.33 MiTek Industries,Inc. CHORD WITH 2 ROWS OF 1 Od(0.131"X 3') NAILS SPACED 6"O.C. MAXIMUM UPLIFT SCAB CAPACITY USING(10) IOd(0.131"X 3")NAILS: PIGGYBACK TRUSS SYP= 1409 LBS SPF= 1090 LBS 1k ATTACH PIGGYBACK TRUSS DF= 1290 LBS TO EACH PURLIN WITH HF= 1117 LBS 2-16d(0.131"X 3.5")NAILS TOENAILED SPF•S= 957 LBS 6 RLIN CAIMUM UPLIFT PACITY USING(2)16d (0.131"X 3.5")NAILS: SYP= 155 LBS SPF= 79 LBS DF= 122 LBS BASE TRUSS HF= 63 LBS SPF-S= 54 LBS SPACE PURLINS ACCORDING TOTWE MAXIMUM MAXIMUM UPLIFT SHEATHING SPACING ON THE TOP CHORD OFTHE BASE ATTACH EACH PURLIN TO TOP CAPACITY USING 112"SHEATHING TRUSS(SPACING NOTTO EXCEED 24"O C.), CHORD OF BASE TRUSS WITH AND(2)8d(0.131"X 2.5")NAILS: A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. 2-16d(0.131"X 35)NAILS. * LBS FOR PIGGYBACK TRUSSES WITH SPANS<12' SPF= 155 LBS SCAB MAY BE OM MITED PROVIDED THAT DF= 85 LBS ROOF SHEATHING TO BE CONTINUOUS OVER JOINT HF= 58 LBS (SHEATHING TO OVERLAP MINIMUM 12"OVER JOINT) SPF-S= 37 LBS CAP CONNECTION IS MADE TO RESIST UPLIFT. SEE MAXIMUM CONNECTION CAPACITIES AND COMPARE WITH ENGINEERING DRAWING CONNECTION CAPACITIES FOR SCABS,PURLINS,AND SHEATHING MAY BE COMBINED WHEN DETERMINING OVERALL UPLIFT CAPACITY. IF NO GAP EXISTS BETWEEN CAP TRUSS AND BASE TRUSS: SET MAXIMUM UPLIFT GUS REPLACE TOE NAILING OF CAP TRUSS TO PURLINS WITH GUSSETS CAPACITY USING GUS 7116'GUSSETS AS SHOWN,AND APPLY PURLINS TO LOWER EDGE OF BASE AND(6)6d{0.113"X 2''NAILS TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS DESIGN DRAWING. qtr CONNECTION AS ABOVE 11r 6"x 6"x 1/2"PLYWOOD(or 7/16"OSB) SYP= 399 LBS GUSSET EACH SIDE AT SPF= 367 LBS EACH BASE TRUSS JOINT. DF= 391 LBS ATTACH WITH 3-6d(0.113"X 2")NAILS HF= 367 LBS INTO EACH CHORD FROM SPF-S= 343 LBS EACH SIDE(TOTAL•12 NAILS) ADD PURLINS TO BOTTOM EDGE FOR LARGE CONCENTRATED LOADS APPLIED MAXIMUM UPLIFT SCAB TO CAP TRUSS REQUIRING A VERTICAL WEB. CAPACITY USING(20) 10d(0.131"X 3")NAILS: 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS SYP= 2819 LBS MUST MATCH IN SIZE,GRADE,AND MUST LINE UP SPF= 2181 LBS VERTICAL WEB TO AS SHOWN IN DETAIL DF= 2580 LBS EXTEND THROUGH 2) VERTICAL WEBS OF PIGGYBACK MUST RUN THROUGH HF= 2234 LBS BOTTOM CHORD BOTTOM CHORD SO THAT THERE IS FULL WOOD SPF-S= 1915 LBS OF PIGGYBACK TO WOOD CONTACT BETWEEN WEB OF PIGGYBACK AND THE TOP CHORD OF THE BASE TRUSS. 3) CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS. 4) ATTACH 2 x x 6'-0"SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 1 Od(0.131"X 3')NAILS SPACED 6"O G FROM EACH FACE. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS) (MINIMUM 2X4) 5) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM CONCENTRATED LOAD OF 4000 LBS(@1 15) REVIEW BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 4000 LBS. 6) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. JANUARY 1, 2009 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND2 0� ® MiTek Industries,Chesterfield,MO Page 1 of 1 GENERAL SPECIFICATIONS a o0 o� 1.NAIL SIZE=3"X 0.131"=10d 2.WOOD SCREW=4.5"WS45 USP OR EOUILIVANT 3.INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. MiTek Industries,Inc. GABLE END,COMMON TRUSS 4.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND OR GIRDER TRUSS SECURE TO BASE TRUSSES AS PER DETAIL A 5.BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6.NAILING DONE PER NDS-01 7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C. --moi--- ry i i u u u u i i p ii u u ii a 'i 'i i i u u n u i i i h h it i' BASE TRUSSES VALLEY TRUSS TYPICAL VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS P 12 OR GIRDER TRUSS SEE DETAIL A BELOW(TYP.) SECURE VALLEY TRUSS W/ONE ROW OF 10d NAILS 6"O.C. WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 ATTACH 2x4 CONTINUOUS N0.2 SYP MAXIMUM WIND SPEED=146 MPH TO THE ROOF W/TWO USP WS45 1/4"X 4.5" MAX MEAN ROOF HEIGHT 30 FEET ( ) ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 WOOD SCREWS INTO EACH BASE TRUSS. CATEGORY II BUILDING PILOT HOLES SHALL BE DRILLED FOR THE EXPOSURE C INSTALLATION OF ALL WOOD SCREWS. WIND DURATION OF LOAD INCREASE:1.60 THE DIAMETER OF THE HOLES SHALL MAX TOP CHORD TOTAL LOAD=50 PSF CONFORM TO NDS-2001 SEC.11.1.4. MAX SPACING=24"O.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES Max i FEBRUARY 19, 2009 UPLIFT TOE-NAIL DETAIL ST-TOENAIL-UPLIFT MiTek Industries,Chesterfield,MO Page 1 of 1 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING a 00 0 0o UPLIFT FORCES ONLY.BUILDING DESIGNER IS RESPONSIBLE a FOR LOADS IN OTHER DIRECTIONS. MiTek Industries,Inc. END VIEW SIDE VIEW 0.00° TOP PLATE OF W LL 1"FOR 3"NAIL NEAR SIDE 1-1/16"FOR 3.25"NAIL NEAR SIDE L 1-3/16"FOR 3.5"NAIL VIEWS SHOWN ARE FOR FAR SIDE ILLUSTRATION PURPOSES ONLY TOE-NAIL WITHDRAWAL VALUES PER NDS 2005(Ib/nail) DIAM. SYP DF HF SPF SPF-S .131 5g 46 32 30 20 NOTES: z 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES Z0 135 60 48 33 30 20 WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE En ,162 72 58 39 37 25 NAIL FROM THE MEMBER END AS SHOWN. co 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF -' NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING H z .128 54 42 28 27 19 OF THE WOOD. w 131 55 43 29 2g 19 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN N .148 62 48 34 31 21 THE CONNECTION. z "' (7 .120 51 39 27 26 17 O .128 49 38 26 25 17 o .131 51 39 27 26 17 `° .148 57 44 31 28 20 VALUES SHOWN ARE CAPACITY PER TOE-NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES TOP PLATE For Wind DOL of 1.33: 3(nails)X 37(Ib/nail)X 1.33(DOL for wind)=148 Ib Maximum Allowable Uplift Reaction Due To Wind For Wind DOL of 1.60: 3(nails)X 37(Ib/nail)X 1.60(DOL for wind)=177 Ib Maximum Allowable Uplift Reaction Due To Wind If the uplift reaction specified on the Truss Design Drawing exceeds 147 lbs(177 lbs)Building Designer is responsible to specifiy a different connection. 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W L1J, C? .✓ U OL Q�. 1-- . z Z y� ^C, ��, �m u, c?Hvo ai0 m z0,;, 0 O U a?JOHOd01 Via= Uz d U LU -.4 m rn � .5g > � 2 p boa ��� � ou o m ° o c N avc aoo a� Z.o ° �? oc m a� 4 c a) 3` U c �= D C�,c Oa + O Y pC� LvNi °C � � � � °U opo c 0 -C a°i c o ►°-� � o �E L a o.o a �c=� c= °pcC: 0 .') ° Oce C °-'6 �'Uw CU'D ° °�-2- C�o� � W 6 o_ � �o roN ° a > a� = ° U� o0 cUo2 0 o_ 2 0-0 c Epmr � -0 oo �r a3o � arnv OLn ° a� xd o E G o. ° a' Q ° c °' 3 � ' o a� c o _ N '� 'CE � c � - p c pUO p �._ C p p '_^ (Tc N 4J p ° J ��a QU E p C CUV o8 Q Uoo<a-p oao foo o F3 c o p h Z vc C9 Seo= S� � c aoNp>��� O 0 O ca (� v° om -000C u 00 E O I ) Ua N m °Z��mOcU P LU X w ZCL % Q ° o ~ � °G ? - m .: • b v, g V Q m.°v) h h a a Q m r ou } E IDE Copy1� 'x 1, ENGINEERING COVER SHEET ..UL Job Number: 61817698 ��\ •NSF 0-; Sold To: DURHAM BUILDING MATERIALS U . 59 60 0- Ship To: 356 10T" STREET Lot/Block/Subdivision: Model: EZELIUS GARAGE p •• STATE OF :' 4ij County: DUVAL �tORIpP• ' /77//11111111����\ 12/19/2013 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: UNKNOWN AT TIME OF PRINTING This package include 2 Individual, dated Truss Design Drawing(s). # Truss ID; Date: # Truss ID: Date: # Truss ID: Date: # Truss ID: Date: # Truss ID: Date: 1 A01 12/191/.13 16 31 46 61 2 A02" 12/19/13 17 32 47 62 3 18 33 48 63 4 19 34 49 64 5 20 35 50 65 6 21 36 51 66 7 22 37 52 67 8 23 38 53 68 9 24 39 54 69 10 25 40 55 70 11 26 [43 56 71 12 27 57 72 13 28 58 73 14 29 59 74 151 30 45 60 75 DIGIACOMO ENGINEERING INC. Charles P DiGiacomo P.E. (Truss Design Engineer; FL PE License#59660 3184 Litchfield Dr. Orange Park FIL With my embossed seal affixed to this sheet, I hereby certify that I am the truss design engineer for the truss designs listed above only. This index sheet to be compliant with 61 G15-31.003 sec.5 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 Drawings listed above. The suitability and use of each Truss design drawing for any particular building is the responsibility of the Building Designer, per ANSI/TPI 1-2002 Section 2. Unless noted above, there is no Structural Engineer Of Record at the time these drawings were sealed. WARNING-Trusses require extreme care in fabrication, handling, shipping, installing and bracing. Refer to BCSI 1-03 published by TPI and WTCA for safety practices prior to performing these functions. M Job Truss Truss Type Qty Ply 61817698 A01 SCISSOR 13 1 • Job Reference(optional) 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Dec 19 10:48:43 2013 Page 1 I D:ngY9am 7eBwBeX_nc9TpjbXy7j9f-Bmfjbl IYjjxtaH_n P8fiQKV9XihzVynVHSUOsRy7RQ -2-0-0 6-0-12 11-3-0 16-5-4 22-6-0 24-6-0 2-0-0 6-0-12 5-2-4 5-2-4 6-0-12 2-0-0 4x4= Scale-1:42. D 5.00 F12 3x4 3x4 C E I 5x8= J H F B 3x4 II 30 II G jo A 3x8= 2.50 F12 3x8= 6-0-12 11-3-0 16-5-4 22-6-0 6-0-12 5-2-4 5-2-4 6-0-12 Plate Offsets X B:0-1-13,0-0-9 [D:0-2-0.0-2-41,[F:0-1-13,0-0-91 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.23 H-1 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.54 H-1 >489 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(TL) 0.34 F n/a n/a BCDL 10.0 Code FRC201 O/TP 12007 (Matrix) Weight:99 Ib FT=20 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-7 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) B=803/0-5-8 (min.0-1-8),F=803/0-5-8 (min.0-1-8) Max Horz B=55(LC 13) Max UpliftB=-69(LC 12),F=-69(LC 13) Max GravB=936(LC 2),F=936(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-C=-2826/692,C-D=-2072/510,D-E=-2072/511,E-F=-2835/713 BOT CHORD B-J=-532/2576,I-J=-532/2579,H-I=-576/2599,F-H=-575/2596 WEBS D-I=-205/1259,E-I=-704/278,C-I=-704/281 NOTES (7-8) 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)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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 5)Bearing at joint(s)B,F considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 69 Ib uplift at joint B and 69 Ib uplift at joint F. 7)DiGiacomo Engineering,inc.,C.Paul DiGiacomo P.E.#59660,3184 Litchfield Dr.O.P.FL. 8)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 END OF TRUSS DESIGN DRAWINGS ALL ADDITIONAL INFORMATION IS PROVIDED SOLELY FOR USE AS REFERENCE. THE SUITABILITY AND USE OF THE PRECEEDING TRUSS DESIGN DRAWINGS FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-2002 SECTION 2. To: Reaction Durham Building Materials Job Number: B1300009 Fax: Page: I Project:61817698 Block No: Date: 12/19/13 11:12:06 Model: EZELIUS GARAGE Lot No: Contact: Site: Office: Deliver To: Account No: 000000003 Name: 356 10TH STREET Designer: / Phone: Salesperson: Everett ogden Fax: F. Quote Number: B1300009 P.O.Number: Qty: Truss Id: Span: Truss Type: Slope Reactions: 22-06-00 Joint B Joint F 13 A01 SCISSOR 5.00 935.92 935.92 2.50 -69.33 -69.33 22-06-00 Joint B Joint N Joint P Joint Q Joint R 2 A02 GABLE 5.00 300.65 300.65 463.33 6.41 149.88 v 2.50 -63.14 -66.31 -55.24 -124.60 -19.32 JANUARY 1, 2009 L-BRACE DETAIL ST - L-BRACE 0O ® MiTek Industries,Chesterfield,MO Page 1 of 1 aaaa 0 00 0 00 LM—Un MiTek Industries,Inc. Nailing Pattern Note:L-Bracing to be used when continuous L-Brace size Nail Size Nail Spacing lateral bracing is impractical.L-brace 1x4 or 6 10d 8"o.c. must cover 90%of web length. 2x4,6,or 8 16d 8"o.c. Note: Nail along entire length of L-Brace L-Brace Size (On Two-Ply's Nail to Both Plies) for One-Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 Nails 2x3 or 2x4 1x4 !!! 2x6 1x6 "! 2x8 2x8 !!! DIRECT SUBSTITUTION NOT APLICABLE. k a SPACING k WEB } L-Brace Size for Two-Ply Truss t L-BRACE Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 !" 2x6 2x6 2x8 2x8 !!' DIRECT SUBSTITUTION NOT AMICABLE. i Nails Section Detail E L-Brace a Web L-Brace must be same species grade(or better)as web member. JANUARY 1, 2009 Standard Gable End Detail ST-GE130-001 MiTek Industries,Chesterfield,MO Page 1 of 2 EV]DO 2x VertO Typical_x4 L-Brace Nailed To icals W/10d Nails,6"o.c. Vertical Stud o 0o Vertical Stud (4)-16d Common / Wire Nails DIAGONAL EKMDBRACE MiTek Industries, Inc. 16d Common SECTION B-B Wire Nails DIAGONAL BRACE Spaced 6"o.c. 4'-0"O.C.MAX 2 -10d Common O 2x6 Stud or Wire Nails into 2x6 2x4 No.2 of better TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace Nailed To 2x_Verticals 12 SECTION A-A w/(4)-10d Common Nails A Varies to Common Truss zxa stud SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING A TO TRUSSES WITH(2)-10d NAILS AT EACH END. ** ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d COMMON WIRE NAILS. B g 3x4= (4)-8d NAILS MINIMUM,PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK * -Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B 2a"Max NOTE: Roof Sheathing- 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. \� 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 1 3„ (2)-10 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. Max. (2) 10d NAILS ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT / BRACING OF ROOF SYSTEM. 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF - �rUS S 'Z4" O.C. DIAPHRAM AT 4'-0"O.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A / 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. LATTACHED ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. ONAL BRACE SPACED 48"O.C. (REFER TO SECTION A-A) Diag. Brace TO VERTICAL WITH(4)-16d 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1/3 point WIRE NAILS AND ATTACHED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. KING WITH(5)-10d COMMONS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed TYPE TRUSSES. End Wall HORIZONTAL BRACE (SEE SECTION A-A) 2 DIAGONAL Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS Species and Grade Maximum Stud Length 2x4 SPF Std/Stud 12"O.C. 4-0-7 4-3-2 6-0-4 8-0-15 12-1-6 2x4 SPF Std/Stud 16"O.C. 3-7-0 3-8-4 5-2-10 7-1-15 10-8-15 2x4 SPF Std/Stud 24"O.C. 1 2-11-1 3-0-2 4-3-2 5-10-3 8-9-4 Diagonal braces over 6'-3"require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6"require 2x4 I-braces attached to both edges. Fasten T and I braces to narrow edge of web with 10d common wire nails 8in D.C.,with 3in minimum end distance. Brace must cover 90%of diagonal length. MAXIMUM WIND SPEED=130 MPH MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7-98,ASCE 7-02,ASCE 7-05 STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. OCT 29, 20Q4 STANDARD PIGGYBACK ST-PIGGY TRUSS CONNECTION DETAIL 2 x_x 6'-0"SIZE TO MATCH ALL VALUES SHOWN BELOW ARE TOP CHORD OF PIGGYBACK. ATTACHED TO ONE FACE OF TOP BASED ON LOAD DURATION OF 1.33 MiTeklndustries,Inc. CHORD WITH 2 ROWS OF 10d(0.131"X 3") NAILS SPACED 6"O C MAXIMUM UPLIFT SCAB CAPACITY USING(10) 10d(0.131"X 3')NAILS: PIGGYBACK TRUSS SYP= 1409 LBS SPF= 1090 LBS DF= 1290 LBS * ATTACH PIGGYBACK TRUSS HF= 1117 LBS TO EACH PURLIN WITH SPF-S= 957 LBS 2-16 (0.131"X35")NAILS TOENAILED. MAXIMUM UPLIFT PURLIN O CAPACITY USING(2)16d 6 Fl (0.131"X 3.5'1 NAILS: SYP= 155 LBS SPF= 79 LBS DF= 122 LBS BASE TRUSS HF= 83 LBS kl\ SPF-S= 54 LBS ! MAXIMUM UPLIFT SHEATHING SPACE PURLINS ACCORDINGTOTHE MAXIMUM ATTACH EACH PURLIN TO TOP CAPACITY USING 1/2'SHEATHING SPACING ON THE TOP CHORD OF THE BASE CHORD OF BASE TRUSS WITH AND(2)8d(0.131"X 2.5")NAILS: TRUSS(SPACING NOT TO EXCEED 24"Q C.). 2.16d(0 131"X 3.51 NAILS. A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. SyP= 109 LBS dr FOR PIGGYBACK TRUSSES WITH SPANS<12' SPF= 55 LBS SCAB MAY BE OMMITED PROVIDED THAT DF= 85 LBS ROOF SHEATHING TO BE CONTINUOUS OVER JOINT HF= 58 LBS (SHEATHING TO OVERLAP MINI MUM 12"OVER JOINT) SPF-S= 37 LBS �r CAP CONNECTION IS MADE TO RESIST UPLIFT_ SEE MAXIMUM CONNECTION CAPACITIES AND COMPARE WITH ENGINEERING DRAWING CONNECTION CAPACITIES FOR SCABS,PURLINS,AND SHEATHING MAY BE COMBINED WHEN DETERMINING OVERALL UPLIFT CAPACITY. IF NO GAP EXISTS BETWEEN CAP TRUSS AND BASE TRUSS: MAXIMUM UPLIFT GUSSET REPLACE TOE NAILING OF CAP TRUSS TO PURLINS WITH GUSSETS CAPACITY USING 7116"GUSSETS AS SHOWN,AND APPLY PURLINS TO LOWER EDGE OF BASE AND(6)6d(0.113"X 2')NAILS' TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN CN BASE TRUSS DESIGN DRAWING. 6"x 6"x 1/2"PLYWOOD(or 7/16"OSB) SYP= 399 LBS �c CONNECTION AS ABOVE GUSSET EACH SIDE AT SPF= 367 LBS EACH BASE TRUSS JOINT. DF= 391 LBS ATTACH WITH 3-6d(0.113"X 2")NAILS = 367 LBS SP INTO EACH CHORD FROM SPF-S= 343 LBS EACH SIDE(TOTAL-12 NAILS) ADD PURLINS TO BOTTOM EDGE FOR LARGE CONCENTRATED LOADS APPLIED MAXIMUM UPLIFT SCAB TO CAP TRUSS REQUIRING A VERTICAL WEB: CAPACITY USING(20) t Od(0.131-X3-)NAILS: 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS SYP= 2819 LBS MUST MATCH IN SIZE,GRADE,AND MUST LINE UP SPF= 2181 LBS AS SHOWN IN DETAIL DF= 2580 LBS VERTICAL WEB TO 2) VERTICAL WEBS OF PIGGYBACK MUST RUN THROUGH HF= 2234 LBS EXTEND THROUGH BOTTOM CHORD SO THAT THERE IS FULL WOOD SPF-S= 1915 LBS BOTTOM CHORD TO WOOD CONTACT BETWEEN WEB OF PIGGYBACK OF PIGGYBACK AND THE TOP CHORD OF THE BASE TRUSS. 3) CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS. 4) ATTACH 2 x x 6'-0"SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 1 Od(0.131"X 3'�NAILS SPACED 6"Q C FROM EACH FACE, (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) (MINIMUM 2X4) Sj THIS CONNECTION IS ONLY VALID FOR A MAXIMUM CONCENTRATED LOAD OF 4000 LBS(@1 15) REVIEW BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 4000 LBS. 6) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. JANUARY 1, 2009 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND2 00 ® MiTek Industries,Chesterfield,MO Page 1 of 1 �flQ GENERAL SPECIFICATIONS a 00 1.NAIL SIZE=3"X0.131"=10d 2.WOOD SCREW=4.5"WS45 USP OR EQUILIVANT 3.INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. MiTek Industries, Inc. GABLE END,COMMON TRUSS 4.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND OR GIRDER TRUSS SECURE TO BASE TRUSSES AS PER DETAIL A 5.BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6.NAILING DONE PER NDS-01 7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C. ii ij n ii u u u n li 'i I i I u u u u I I iII u n N ii I �I ii ii ii I I BASE TRUSSES VALLEY TRUSS TYPICAL I VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS P i2 OR GIRDER TRUSS SEE DETAIL A BELOW(TYP.) SECURE VALLEY TRUSS W/ONE ROW OF 10d NAILS 6"O.C. WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 ATTACH 2x4 CONTINUOUS N0.2 SYP MAXIMUM WIND SPEED=146 MPH TO THE ROOF W/TWO USP WS45 1/4"X 4.5" MAX MEAN ROOF HEIGHT 30 FEET ( ) ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 WOOD SCREWS INTO EACH BASE TRUSS. CATEGORY II BUILDING PILOT HOLES SHALL BE DRILLED FOR THE EXPOSURE C INSTALLATION OF ALL WOOD SCREWS. WIND DURATION OF LOAD INCREASE:1.60 THE DIAMETER OF THE HOLES SHALL MAX TOP CHORD TOTAL LOAD=50 PSF CONFORM TO NDS-2001 SEC.11.1.4. MAX SPACING=24"O.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES -�-1-1.5"Max FEBRUARY 19, 2009 UPLIFT TOE-NAIL DETAIL ST-TOENAIL-UPLIFT MiTek Industries,Chesterfield,MO Page 1 of 1 0 0o THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING UPLIFT FORCES ONLY.BUILDING DESIGNER IS RESPONSIBLE a FOR LOADS IN OTHER DIRECTIONS. MiTek Industries,Inc. END VIEW SIDE VIEW 30.00' TOP PLATE OF W LL 1"FOR 3"NAIL NEAR SIDE 1-1/16"FOR 3.25'NAIL NEAR SIDE L 1-3/16"FOR 3.5"NAIL VIEWS SHOWN ARE FOR FAR SIDE ILLUSTRATION PURPOSES ONLY TOE-NAIL WITHDRAWAL VALUES PER NDS 2005(Ib/nail) DIAM. SYP DF HF SPF SPF-S c7 .131 59 46 32 30 20 NOTES: 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES p .135 60 48 33 30 20 WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE J .162 72 58 39 37 25 NAIL FROM THE MEMBER END AS SHOWN. Cl) 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF J NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING 128 54 42 28 27 19 OF THE WOOD. c9 Z 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH w OJ .131 55 43 29 28 19 LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN J Ln .148 62 48 34 31 21 THE CONNECTION. J N Q M Z 0 .120 51 39 27 26 17 O .128 49 38 26 25 17 J c .131 51 39 27 26 17 6 ,148 57 44 r3l 28 20 VALUES SHOWN ARE CAPACITY PER TOE-NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3)-16d NAILS(.162"diam.x 3.5)WITH SPF SPECIES TOP PLATE For Wind DOL of 1.33: 3(nails)X 37(Ib/nail)X 1.33(DOL for wind)=148 Ib Maximum Allowable Uplift Reaction Due To Wind For Wind DOL of 1.60: 3(nails)X 37(Ib/nail)X 1.60(DOL for wind)=177 Ib Maximum Allowable Uplift Reaction Due To Wind If the uplift reaction specified on the Truss Design Drawing exceeds 147 lbs(177 lbs)Building Designer is responsible to specifiy a different connection. 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LU ti w P T m Q M 1� w U �2 Z W > CV P 10M •� -o 0 3 Za W L O O J¢ m w w h n K Go Ot y W H W M p NO R Zzw 0 �' O,�P F' ` U U' WCi Z� U Q L�LI�ZCM U ~ Q N V t co Qm N t4 ° Z FZuJi 0m D w M��O co ZQW O� O U �`rW GNOHO dOi �a= U Z a U� C, Z rn � c= v 0 �A pA c N ` + p> O U O � ° o c n o0'0y coo 00 C: .2 �= X (D `° ° °: o a�oo 3ua oar ° 00 0�— p-0 -C Y .L ° Cv� z U7COU1 CU C °d O °cN' °uQ OPCLLj, 3 � c Z23n��Oa �°Co - uopZ) C) A 0 0 ° oo 00j._. 0.- a) 0z : D _v, Z --0 00 mai agN �2aio ° Qc (, o,me a) °' ° O °AZ o OU O cQAp 6 Q_ X03° ° ° 0 ,oa) . u ° ° Qz 6p-o g °Qo � � coVaamo� cUooQ0 ° -CoNc C)_2o Z y c N Ucc �S °4°1.) p .o ° a.o ma)o 0� ca -b- � 5o � a] _u0 m O 0 O Z W W i C m CL ! n Q w Z 'mU d • d -� m �Q O oa �s 4 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 14-00000125 Date 2/20/14 Property Address . . . . . . 356 10TH ST Application type description DETACHED ACCESSORY STRUCTURE NEW Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 69000 ----------------------------------------- Application desc Detached garage with living quarters ---------------------------------------- Owner Contractor ------------------------ PER OLOF, EZELIUS PHILLIPS BUILDERS LLC 356 10TH ST 1250 SELVA MARINA CIRCLE ATLANTIC BEACH FL 32233 PHILLIPSBUILDERSQCOMCAST.NET (704) 231-9188 ATLANTIC BEACH FL 32233 (904) 349-2999 -- Structure Information 000 000 DETACHED GARAGE W/ GUEST QUARTERS Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL --------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc 8 FIXTURES BATH & KITCHEN Sub Contractor TDG PLUMBING .00 Permit Fee 111 . 00 Plan Check Fee . Issue Date . . . Valuation 0 Expiration Date . . 8/19/14 ----------------------- - -------------------------------------------------- Special Notes and Comments Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. ght-of-way must be reset following use Existing bricks in ri for construction parking, providing a smooth, walkable surface . 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION IINNS�STUCTIONS REQUIRED PERMIT IS kAIRTiV I Fi CEtixf7Ar�l Wi p H ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH sl 800 SEMINOLE ROAD j A ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 r i3 Page 2 Application Number . -_ _-_-_--14_00000125-------------Date 2/20/14 -------------------------- - Special Notes and Comments *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ----------------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 2 . 00 STATE PLBG DBPR SURCHARGE 2 . 00 ------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---- Permit Fee Total 111 . 00 111 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 115 . 00 115 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax(904) 247-5845 JOB ADDRESS: st. O 1Z;_1 PERMIT # NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE of FIXTURE QTY TYPE of FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer I Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink 1 Vacuum Breakers Laundry Tray I Water Connected Appliances Lavatory _� Water Heater f 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 ISCELLANEOUS: Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plans) ❑ Lawn Sprinkler System-Number of Heads ❑ Well **SIRWD 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 PBtL- OLO F .�2 G�`'-� Phone Number Plumbing Company.. P1.60%WA9 Office Phone S9X-731J I Fax 5-4Y ^I &S V Co. Address: Li 4D(. Ls`i•� CJ fL City 0% 7` StateFL- Zip 3 Z'Z'4 J- License Holder(Print): v+`J �e State Certification/Registration# �FC-(4 2• ?nc,2 Notarized Signature of License Holder Before me this day of 20 Signature of Notary Public NOTICE OF COMMENCEMENT Permit No. Tax Folio No. State of Florida, County of Duval THE UNDERSIGNED hereby give notice that the improvement will be made to certain real property in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1. Description of pr erty (legal description of property and address if available): 2. General Description of improvements: 3. Owner Information:,_ a)Name and Address: I�cQZ `t�(.st �2LtceS 7jS(; LO '`f5� rht$t►S►LL�cAcC� t-L322�� b) Interest in property: 5 0 c)Name and address of simple titleholder(if other than owner): 4. Contractor Information: ;)FRULAPS 13 V' LL/— _ a)Name and Addres : 1 2 6 5 t V+4 mP a)^1 A L�R �• �"t- ? 2-Z 3 b)Phone Number: C)C) 5. Surety Information: Doc#2014037047,OR BK 16693 Page 1003, a)Name and Address: Number Pages:1 _ b) Phone Number: Recorded 02/19/2014 at 10:13 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL c)Amount of Bond: $ COUNTY RECORDING$10.00 6. Lender Information: a)Name and Address: b)Phone Number: 7. Person within the State of Florida designated by owner,upon whom notices or other documents may be served as provided by 713.13 (1)(a) 7, Florida Statutes: a)Name and Address: b)Phone Numbers of Designated Person: 8. In addition to himself/herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. a)Name and Address: b)Phone Number of person or entity designated by owner: 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be one (1) year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated there* e rue to the best of my knowledge and belief. ��2 �ZGGI U-5 Signature of Owner or Owner's Authorized Officer/Director/Partner/Manager Signatory's Printed Name&Title/Off ce The foregoing instrument was acknowledged before me this ,'V Iday of , 20?L by 1' t as O (Name of Person (Type of Authority,i.e.Officer/Attorney) (Name of Party Instrtiment was Executed for) pRTENCAGJINISTATE .FLORI A �~Oi Notary Public,state of Florida NOT Y PUBLIC, Commission#EE 49709 Print.Name: My comm.expires Dec.16,2014 r..� ❑ rsonally Known ,erldentification./Type:(Affix Notary Notary Seal Above) Revised 3/15/12 CITY OF ATLANTIC BEACH y 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Jjilt Application Number . . . . . 14-00000511 Date 4/03/14 Property Address . . . . . . 356 10TH ST Application type description MECHANICAL GAS PIPING Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 0 -------------------------------------- Application desc 3 outlets, 1 120gal tank ------------------------------------ Owner Contractor ------------------------ ------------------------ PEROLOF, EZELIUS PROGASCO, CORP. 356 10TH ST 7709 ALTON AVE. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (704) 231-9188 (904) 721-5431 -- -----Permit . . . MECHANICAL GAS PIPE PERMIT Additional desc . Plan Check Fee . 00 Permit Fee . . . . 105 . 00 0 Issue Date Valuation Expiration Date . . 9/30/14 -------------------------------------------- -- Other Fees STATE MECH DCA SURCHARGE 2 . 0 STATE MECH DBPR SURCHARGE 2 . 00 ___ _ ________ --- Fee summary Charged Paid Credited ----Due--- ----------------- ---------- ----- -- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 109 . 00 109 . 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 JOB ADDRESS: /0 '4 - PERMIT# PROJECT VALUE $ �� ARI# REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity­ _ BTU's Per Unit Seer RatingREQUIRED Duct Systems: Total CFM REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity_ Tons Per Unit Heat: Unit Quantity_ BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION 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 QL1a11tity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quart ity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets �-3 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) W«0 Wells 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 Mechanical Company 7'n'Pll G' Rk� Office Phone 2/S 3/ Fax 72/-573 7 A Co. Address: -,770 � o-5— City � x State FL Zi p3-3a 11 License Holder (Print): �,��r/,�J �(jle/i4A0 State Certification/Registration# 09,9 7Y Notarized Signature of License Holder <M.•• ww�t Befc t.m day of 2 _'� �" MY CgtWASStdN#FF Ott#80 �' i= EXPIRES:kptt7 24.2017 Sign zre of Nota Public :, Notary CITY OF ATLANTIC BEACH t1 i 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �JF31� Application Number . . . . . 14-00000125 Date 4/03/14 Property Address . . . . . . 356 10TH ST Application type description DETACHED ACCESSORY STRUCTURE NEW Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 69000 -------------------------------------- Application desc Detached garage with living quarters -------------- -- ------------------------------------------------- ------------------------------------ Owner Contractor ------------------ _ ------------------------ PER OLOF, EZELIUS PHILLIPS BUILDERS LLC 356 10TH ST 1250 SELVA MARINA CIRCLE AST ATLANTIC BEACH FL 32233 PHILLIPSBUILDERSQCOMC322T FL (704) 231-9188 ATLANTIC BEACH FL 32233 (904) 349-2999 Structure Information 000 000 DETACHED GARAGE W/ GUEST QUARTERS Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL ------ -- ------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . KNIGHT ELECTRIC LLC 00 Permit Fee . . . . 88 . 80 Plan Check Fee Issue Date Valuation . . . Expiration Date . . 9/30/14 --------------------------------- Special Notes and Comments Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. Existing bricks in right-of-way must be reset following use for construction parking, providing a smooth, walkable surface. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION II�NSSTUCTIONS REQQnU�IR++EDFF� i���77T���7777��nn��,77 PERMIT IS*A4OVFI � SE1�I CW ('fP�IL'4rTN B RH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J � ATLANTIC BEACH, FL 32233 � - INSPECTION PHONE LINE 247-5814 Page 2 Application Number 14-00000125 Date 4/03/14 --------------------------------------- Special Notes and Comments *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS --------------------- ------------------------------ Other Fees . . . . . . . . . STATE ELEC DCA SURCHARGE 2 . 00 STATE ELEC DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due _ ---------- --- ------------ ---------- Permit Fee Total 88 . 80 88 . 80 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 92 . 80 92 . 80 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax(904)247-5845 JOB ADDRESS: 7 to l01-1- sire—eZ PERMIT# JEA INFORMATION REQUIRED ON ALL PERMITS AMPS VOLTS PHASE VALUE OF WORK$ NEW SERVICE ❑ Overhead ❑ Underground ❑T Underground up Pole ❑Residential(Main) Service 00-100 amps ❑101-150amps ❑151-200amps ❑ amps #of Meters ❑Commercial(Main)Service 00-100 amps ❑101-150amps ❑151-200amps ❑ amps OCT Service amps Conductor Type Size ❑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 ❑200amps ❑ amps OCT Service at ADDITIONS,REMODELS REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: =0-30amps 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: —�-0-60amps 61-100amps Heat Circuits: # circuits @ kw�� Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS ❑Swimming Pool ❑ Sign ❑Smoke Detectors_Qty ❑Transformers K V A ❑Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans&Fire Alarm Checklist) VALUE OF WORK$ Qty volts/amps REPAIRS/MISCELLANEOUS El Replace Burnt/Damaged Meter Can ❑Safety Inspection ❑Panel Change [I 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 ✓�'1 C LZ rel L L�- Office Phone Fax Co.Address: N� Il S � City �A# . State Zip 322 License Holder(Print): "9-,e Vf Krvt State Certification/Registration# LPl?Of?S-L) Notarized Signature of License Holder 1y,• JE=24,2 orn and subscribed before e this _SYa day of 20 r=i = MY CO01 EXPI7BondedTlwkers gnature of Notary Publi �1±'= -j CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 e INSPECTION PHONE LINE 247-5814 Application Number . . . . . 14-00000125 Date 5/27/14 Property Address . . . . . . 356 10TH ST Application type description DETACHED ACCESSORY STRUCTURE NEW Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 69000 ------------------------------------------- Application desc Detached garage with living quarters ----------------------------------------- Owner Contractor ------------------ ------------------------ PER OLOF, EZELIUS PHILLIPS BUILDERS LLC 356 10TH ST 1250 SELVA MARINA CIRCLE ATLANTIC BEACH FL 32233 PHILLIPSBUILDERS@COMCAST.NET (704) 231-9188 ATLANTIC BEACH FL 32233 (904) 349-2999 -- Structure Information 000 000 DETACHED GARAGE W/ GUEST QUARTERS Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL -- ------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . HOKE KELLER HEATING & AC INC 00 Permit Fee . . . . 87 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/23/14 ------------------------------------- Special Notes and Comments Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. Existing bricks in right-of-way must be reset following use for construction parking, providing a smooth, walkable surface. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSSTUUC�TRIOONMSS REQUIRED TN (��7 PERMIT IS AP VE[T�� ;1W5,CC AA1QCE ` fM AZ1 `"` 6F- LAI�TI�BE CH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH I 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 14-00000125 Date 5/27/14 ------------------------------------------ Special Notes and Comments *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 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 91 . 00 91 . 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 PERMIT# 14 O�)otZ JOB ADDRESS: L S� PROJECT VALUE $ ARI# 2 Z�C REQUIRED NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating_ Duct Systems: Total CFM lsb= REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM FIRE PREVENTION Re uires 3 sets of plans) Fire Sprinkler System Quantity ( q (Requires 3 sets of plans) Fire Standpipe Quantity uires 3 sets of plans) Underground Fire Main Value (Requires Fire Hose Cabinets Quantity (Requires 3 sets of plans) (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 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: 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 state or local law regulation co or not. The permit does not give authority to violate the provisions of any other construction or the performance of construction. Phone Number Property Owners Name ��� s � ``uc, Mechanical Company e �`\ i A Office Phoneme&3 4a ax Co. Address: `�ylv(o ���� amt City `i�SO4-I k State E Zip, tD -CIOLicense Holder(Print): State Certification/Registration# Notarized Signature of License Holder 20 ICA O or f me this da R ®EIDRE L KN : . *; MY z✓pMM18810N*EE�3 ure of Notary Public EXPIRES August_20 407 398-0153 Plot 9arvics.00m