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360 5th St SFR 2013 •..++'LTJ f+lv, . CITY OF ATLANTIC BEAT H. r) 800 SEMINOLE ROAD J , ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002832 Date 6/20/13 Property Address . . . . . . 360 5TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 400000 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ AF AB VENTURE LLC ELITE HOMES INC. 357 12TH ST 357 12TH ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 349-2803 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 955 . 00 Plan Check Fee 477 . 50 Issue Date . . . . Valuation . . . . 400000 Expiration Date . . 12/17/13 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line . Reinforcing rods or mesh area not allowed in the PERMITISIAigh)tVE®fi?ikJagq.ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. j CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD _4t 800 BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 �Jj31>� Page 2 Application Number . . . . . 13-00002832 Date 6/20/13 ------------------------------------------------------------------------ Special Notes and Comments Full right-of-way restoration, including sod, is required. 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. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *PROVIDE FINAL ELEVATION CERTIFICATE PRIOR TO C.O. A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. *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 *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 14 . 33 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 14 . 33 SEWER SDC-SYSTEM DEV CHG 4050 . 00 UTIL REV PRE APP >3 HRS 50 . 00 WATER CONNECT/METER ONLY 185 . 00 WATER CROSS CONNECTION 50 . 00 WATER SDC-SYSTEM DEV CHG 1140 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 955 . 00 955 . 00 . 00 . 00 Plan Check Total 477 . 50 477 . 50 . 00 . 00 Other Fee Total 5653 . 66 5653 . 66 . 00 . 00 Grand Total 7086 . 16 7086 . 16 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. A" BUILDING PERMIT'APPLICATION 0 �( EILEop CITY OF ATLANTIC BEACH JUN OA 2013 800 Seminole Road, Atlantic Beach, FL 32233 Office (904)247-5826 Fax(904)247-5845 Job Address: 5 ^ 5fuz dnl�-C �GR I �L Permit Number: a Legal Description Orr 9-7 610614 60 OA-f-Ab-1 iri5ivry Parcel# 10914S- 0970 Floor Area of q. t. �q.F't Valuation of Work$_ 4.001 DOD Proposed Work heated/cooled,35a6 non-heated/cooledIva a Class of Work(circle one): (S) Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial Residentia If an existing structure,is a fire sprinkler system installed? (Circle one): es No Florida Product Approval# For multiple products use product approval foildi Describe in detail the type of work to be performed:—,&/6,.C) -�I f e Property Owner Information: Name: 1'-' Address: City__ State�LZip 3ol;(33 Phone o'%- 7/6 37g7 E-Mail or Fax#(Optional) Contractor Information: l Company Name: �� M:°.5 L Qualifyin Agent: efhle 5 G�4 �i er?3�ti Address: _ e / —jr City ,44,Vb i l� a, State Zip �3 Office Phone_gD ZSlD3 Job Site/Contact Number /-36/9-Zf3'c53 Fax# State Certification/Registration# C6(- C7 190 Architect Name&Phone# Engineer's Name&Phone# /5 it die2l - o Fee Simple Title Holder Name and Addfess Bonding Company Name and Address 4-14 f Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated I cert 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 ritrll and void if work is not commenced within six(ti)months, or if construction or work is sus ended or abandoned for aperiod of six(6)months at any time anter work is commenced. 1 understand that separate permits must be secured for ETectricalpWork,Plumbing,Signs, Wells, Pools, Furnaces, Boilers,Neaiers, 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 INTENT) TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereby certifv that I have read and examined this plication and know the same to be true and correct. All provisions of laws and ordinances governing this type p(work will be complied with whether spec!ted herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal.state, or local law regulating construction or the performance of construction. Signature of Owner � AIA4 AA' Signature of CoclPrint Name ............ Print N �1.. ✓"----------------------------..... ----------- -------------- . ... Swor and subscrib ble me Sworn to nd subscribed before me thi D f 20 this L6Day�of A 20 /3 otary I i. �* My COMMISSION#OD 9 ota * 14,2014 EXPIRES,February ,: 'ry JENNIFER WALKER ', R y�ded Thm Notary Public Undervrtit�rs _*. ;. MY COMMISSION#FF 011 ftv 1 d 01.26.10 W a'•. a: EXPIRES:April 24,2017 Bonded Thru NotaryPublic Underwriters NOTICE OF C01 ENCEjV-FZPr P` FILE Cif S' (PREPARE IN DUPLICATE) _ Permit No. — 9 O _ _ iax Folio No.State of ! �� — �v County of %Q� To whom it Thlay con"rll: The undarsigned hereby informs you Viet Improvements w€it be trade to ceif,3in real property,and jr, accordance with Section 713 of ttie Ftorlda Statutes,tare foi(ovring information is stated in this fdGTICE OF COMIMENCEMENT. t�� Level description of property being unproved: �i �� b[oc.�f � t NIL `l L2 i9)211r`t'7 Address of props-ty bein7 improved: General description of it provements: A,1&0='�LLiill C� �lyvi i+� �?�� Address V.h-ymrui,v. . -t , rte--`� 1. �. •"``�-t✓�v�ic, rpt, i=L 3��3.� Owner's interest in site of the improvement_ tee Fee Simple itieholder(if ether than owner) lvame Address Address r.� t{S,Z{ l �yf 'ta'. '� '�i'�„�nlfi-' .,4r 5/*3j i ft LTJ Phone No. �(V�". �-1 f '�t�✓� _F8X N0. II', Surety elf any)�1✓� Address _ Amount of hand Phone no. Fax No. Name and address of Eny person maKing-a loan or the cons'.action of the i;rpravaments. Blame NIS' Address Phone No. rax No. Name of person within,the State of Florida,other than himself,designated by owner upon whom notices or other documents may bgserved: Marne_ All'q` Address Phone No. Fax No. In addition to himself,ohner designates the 10HOwing person t0 rerPive a copy 0f the Lienor's Notice as provides!in Section 713.06(2)(b),Florida Siatutes.(HI in at 04vners option). Name_ my./W Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year tram the date of recorrifng mess a different dale Is specified): 7-HIS SPACE FOR RECORDER'S USI-'QIvE°Y � OIfJI�ER � ,� gned: u'✓'61 �n1 0( Q jwi lam. siofS AE Before me,hls day of in the ------- County of Duval,Stag of Florida, res persana ry appeared -------------- Dec 20 i 31 d f886,OP.8K 16?01 Page 1131, i herel.�by himself;herself and affirms that all s,a(eraents and declarations herein Number Pages:1 f are rose and ate Recorded 06,107 X013 at 10:03 AM, l Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 — � L I f:ca bis lLur csfr :.. ^c. f t Pr apt0 Cal UP. IH S:,Pt f,aq 14 L TzE / �/ DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2001 Florida Building Code w Revisions Review Result (circle one)• Approved Disapproved Approved w/ Conditions Review Initials/Date: Development Size Habitable Space Non-Habitable Impervious area .Eo v Miscellaneous Information Occupancy Group R – .3 Type of Construction - Number of Stories Zoning District /�S Max. Occupancy Load Fire Sprinklers Required Flood Zone — 4/4 Conditions/Comments: tL1rJ CITY OF ATLANTIC BEACH r S, Building Department 800 Seminole Road J Atlantic Beach,Florida 32233 (904)247-5800 PLAN REVIEW COMMENTS Permit Application # -2,5 .3 a Property Address: 360 S �{ S le Applicant: , /yos-n2 s' Project: This permit application has been: Approved Reviewed and the following items need attention: /n 0k3 000 r - Please s re-submit your application when these items have been completed. Reviewed By: . /77 OL Date: Ghi—!� Vis_% Vi- City of Atlantic Beach APPLICATION NUMBER \mss Building Department (To be assigned by the Building Department.) j I s 800 Seminole Road Atlantic Beach, Florida 32233-5445 0 Phone(904)247-5826 • Fax(904)247-5845 j; E-mail: building-dept@coab.us Date routed: 1Y City web-site: http://Www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3 �� 47— ment review required Ye No Bu' Applicant: Planning &Zoni ��// '- / ree inistrator Project: //�h /7�D /1� L ublic Works ublic Uti i i u is a ety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 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: proved. ❑Denied. (Circle one.) Comments: UILDI PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. F-]DeniecO 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 TREE & VEGETATION REMOVAL PERMIT APPLICATION INSTRUCTIONS t City of Atlantic Beach Department of Community Development (1) Complete and sign this form. 800 Seminole Road Atlantic Beach,FL 32233 (2) Attach the required supporting exhibits as listed on the application (P)904247-5800 (F)904 247-5845 checklist. (3) Contact the Department of Community Development if you have (— Single-/Two-Family Residential $125.00 questions or need assistance completing the application or determining which exhibits are required for your particular project. r Multi-Family Residential $250.00 (4) Submit this form, along with all required exhibits and payment to r Commercial/Industrial $250.00 the City of Atlantic Beach,and in the appropriate amount according to the application fees listed to the right, to the reception desk at r Institutional/Other Non-residential $250.00 the Building Department. f Application#TREE - SECTION 1-SITE INFORMATION PHYSICAL ADDRESS 3� GfA5f/,k- i I L �L 3223 3 If an address has not been assigned to this p/ropT efrty�clolntact the AB Building Department at(904)247-5826 to request an address. SUBDIVISION "A ri BLOCK (p LOT (97 RE# / � + �^ X70 SECTION 11-APPLICANT INFORMATION rf WNER r LEGAL AUTHORIZED AGENT NAME OF APPLICANT AiG V&vfilS ADDRESS OF APPLICANT ✓� �iYflNu 2I(1ke �, FL 3z:2-33 ��i L PHONE CELL l 716.3787 EMAIL SECTION III-TREE&VEGETATION REMOVAL REQUEST I REQUEST THAT THE TREES&VEGETATION ON THE ABOVE DESCRIBED PROPERTY AND INDICATED ON THE ATTACHED REQUIRED EXHIBITS BE APPROVED FOR REMOVAL,AS PROVIDED IN THE CITY OF ATLANTIC BEACH VEGETATION CODE,CHAPTER 23, FOR THE FOLLOWING REASONS(check all that apply): r Vegetation(trees)are difficult to maintain/ownerdislikes. Trees are dead,diseased or so weakened by age,storm,fire,or other it* ryso os to pose a dang r to pers s,pro rty, improvements or other trees. �1�,00 �/Ir �12Laf r Vegetation(trees) pose a safety hazard to pedestrian or vehicular traffi� a di ption to publ' utility services. (— Vegetatiait(trees)pose a safety hazard to buildings or structures. tZ F— Vegetation(trees)completely prevent access or cross access to a lot or parcel. Vegetation and/or trees prevent development or physical use. It is the intent of this provision that a permit shall be granted for F the removal of vegetation and/or trees when the applicant has demonstrated an effort to design or locate the proposed improvements so as to minimize the removal of vegetation and/or trees. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITHIN THIS APPLICATION IS CORRECT AND I AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23,PROTECTION OF TREES AND NATURAL VEGETATION,AND ALL OTHER APPLICABLE CODES A D ORDINANCES OF THE CITY OF ATLAN : C 1� ^ k at \X 1A � I A t SIGNATURE O APPLICANT DATE s FOR INTERNAL OFFICE USE ONLY FRONTAGE FLU ZVAR ESA SR-1 DEPTH ZONING UBEX H/H SR-2 AREA ISA WAIV OAB CR Tree&Vegetation Removal Permit Application_versionozot.oy i rt}r'`F(' fs_L�� City of Atlantic Peach ,JUN (_Uig � APPLICATION NUMBER Building Department j (To be assigned by the Building Department.) r 800 Seminole Road BY: / S Atlantic Beach, Florida 32233-5445 0 li Phone(904)247-5826 - Fax(904)247-5845 LJ;�9Y E-mail: building-dept@coab.us L Date routed: (Y. e City web-site: http://wwvv.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: (Q Jr DapaLtment review required Yes No Bui Applicant: ,fl Gs Planning &Zoni re inistrator Project: /�lV /4 ublic IN �Ppublic Uti i i Pu tc a ety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 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: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. C WORK Comments: BLIC UTILIIT3 P BLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 Ss� CITY OF ATLANTIC BEACH j ? PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH, FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: �l(0 2-�3 Project Address: 340 s%-4 ST- No. of Units: Commercial Residential Multi-Family New Water Tap(s) &Meter(s) Meter Size(s) 31q-`r New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer_�� Name: Applicant Address: City: Atlantic Beach State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) Application# /3 —z F3 2 CITY STAFF USE ONLY Water System Development Charge $ 1. 140-06 Sewer System Development Charge $ -W Water Meter Only $ ( 185--. 00 Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ Other $ TOTAL APPROVED: (Utility Director or AjAorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach APPLICATION NUMBER aJs ; Building Department (To be assigned by the Building Department.) t 800 Seminole Road / p Z P Atlantic Beach, Florida 32233-5445 e� 0 Phone (904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: 1Y Ile 11.g City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �(� .� d-� ment review required Yes No f — — / Bu. Applicant: �/ �� /J�GS Planning &Zoni // ree inistrator Project: /r�j1� A ublic Works Public Uti i i u is a ety Fire Services Review fee _ 6�w Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 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: G PLANNING &ZONING Reviewed by; Dater 41211 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. i Comments: Reviewed by: Date: Revised 05/14/09 RE r 'D Ys!'bl f J, City of Atlantic Beach Jul� 10 ��I� APPLICATION NUMBER Building Department (To be assigned by the Building Department.) s 800 Seminole Road BY:- Atlantic Y'Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 It E-mail: building-dept@coab.us Date routed: City web-site: http:/Imvw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: (� .� a __ went review required Yes No / B u' . Applicant: L/ T� �/l��S Planning &Zoni v// '_ / / ree inistrator Project: __/I IV /71L � 7ublic Works ublic Uti i i u is a ety Fire Services Review fee $ lC� Dept Signature �L Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 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 00 V Reviewing Department First Review: pproved. ❑Denied. C ( ircle one.) Comments: f , BUILDING , �`- d� PLANNING &ZONING Reviewed by: Date: 1Q 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: i I i Reviewed by: Date: _ Revised 05/14/09 k ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek V , RE: 131037- L27 5TH STREET MiTek USA, Inc. Site Information: �" ' �� K <..,<,..., 6904 Parke East Blvd, Customer Info: Elite Homes Project Name: L27 Model: Tampa,FL 33610-4115 Lot/Block: Subdivision: Address: 27 5th Street City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: N/A Wind Speed: N/A mph Floor Load: 55.0 psf Roof Load: N/A psf This package includes 19 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. JSeal# (Truss Name Date No. Seal# Truss Name Date 11 IT4847426 11701 5/22/013 118 IT4847443 IFT02 5/22/014 2 IT4847427 (F02 15/22/013 119 I T4847444 I FT04 15�2/p�;,WING Rt�1EVU D ' 13 I T4847428 I F03 15/22/013 1 for Coniormar=e"``' drawings IS only 14 I T4847429 I F05 15/22/013 1 ReV1ew of shop tC'and does not relieve the contras o9 15 I T4847430 I F06 15/22/013 1 ATTENTION onaePt of the Proi the requirements of the shoe 15/22/013 1 all geld measurements. 16 �T4847431 I F07 the desrg {or any deviation e adv" 17 I T4847432 I F08 15/22/013 oI respo S61,11aa r shall determine a TION to FpR CORREC 18 I T4847433 I F09 15/22/013 1 drawing RETURNED 19 I T4847434 I F11 15/22/0131 PPROVED RETURNED WITHOUT ACTION 110 IT4847435 I F12 15/22/013 1 p SEE TRAr.SM AE 11 I T4847436 I F13 15/22/0131 p APPROVED AS NOTED ETTE 112 I T4847437 I F14 15/22/013 ] p NOT AP ED COt1pnENTS 13 T4847438 I F15 15/22/013 1 , 114 I T4847439 I F17 15/22/0131 FL C_RT 2596 X15 1 74847440 IF18 15/22/013 1 BV HULSB G ENGINEERING 202 116 IT4847441 IF19 15/22/013 1 11481 ST.AUGUSTINE RD. 117 IT4847442 IFT01 15/22/013 I �pCKSONVtLLE,FL x2258 The truss drawing(s)referenced above have been prepared by MiTek %.%`� S'A,� Industries, Inc. under my direct supervision based on the parameters ��O�• •�G'E•Iv provided by TrussMart Bldg Compts, LLC. ��.•' �- F•'•.'L�'� Truss Design Engineer's Name: Albani, Thomas No 39380 My license renewal date for the state of Florida is February 28,2015. IMPORTANT NOTE:Truss Engineer's responsibility is solely for ST TE OF design of individual trusses based upon design parameters shown :0,�'•,� on referenced truss drawings. Parameters have not been verified �'.,F •' O R �•'•�� as appropriate for any use. Any location identification specified is0NA�� for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, FL Cert. 6634 per ANSI/TPI-1, Chapter 2. May 22,2013 Albani, Thomas 1 of 1 Job Truss Truss Type Qty Ply L27 STH STREET T4847426 131037 F01 Floor Truss 1 1 Job Reference(optional) _ TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed May 22 16:10 412013 Page ID:gVoiwQ2go WiR8NyrRf3A WJzDvx7-PCKBeh?ptOHCzGeye5FgDpDBmeRToW2je_sMJgzDve 0-4a 0.48 Scale=1:35.6 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 7 38 36 35 34 33 32 31 30 29 2a 27 26 25 24 23 22 21 20 19 3x3= 3x6 FP= 3x3= 21-1-0 21-1-0 —� Plate Offsets X 1:Ed a 0-0.12 37:0-1-8 0-0-12 38:0-1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft 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 Ina YES WB 0.03 Horz(TL) 0.00 19 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:111 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 21-1-0. (lb)- Max Grav All reactions 250 lb or less at joint(s)36,19,35,34,33,32,31,29,28,27,26,25,24,23,22,21, 20 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x4 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 14-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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. -�1j�1 111 A. f>>!I LOADCASE(S) Standard � ``+' . . A 44�f, I 0' ..\ ENS*-. 1 �'. •. 1 .10 39380 '- -STATE OF '.,��'•.t p R 0•.•��,�. SS�0 N A 1-E�.t��• f�ttttt FL Cert. 6634 I, May 22,2013 Q WARNING-Veri design parameter-s an d RFAD MOTES ON TRIS AND INCLUDED M"'EK REFERETK B PAGE P9I 7473 BEFORE USE. Design vol'xi for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown ,` is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the M leR- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,derrvery,erection and bracing,consult ANSI/Tr11 Quality Criteria,DSB-89 and BCSI Building Componenl 5904 Parke East BIW. solely Information vagqable from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 222314. Tampa,FL 33610-4115 11 If zt>utheerrl Pule SF}I1,rvn Laer i.;pec iti rl,lihls de-:sign vahresam_t'hcr4e effectirm 06/{11,(201.3 izy AL:"sf. � • t FJob Truss Truss Type Oty Ply L27 5TH STREET F03 Floor Truss T4847428 —:: 18 1 Job Reference o tional _ BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed May 22 16:10:44 2013 Page ID:9Voiw02goWR8NyrRf3AWJzDvx7-qn?KCi2hAJgmgjMWJDoXrSrZtrlO?mS9Ly51w?zDve H 1 1-3-0—{ 1-7-0 0-��1{{a Soa'f9=1:35.9 1.5x4 II 1.5x4 1.5x4= 44 = 1.5x4 11 3x8 FP= 44 = 1.5x4 = 1 2 3 4 5 6 7 8 9 10 11 12 4 25 —;Z! 23 22 21 20 19 18 17 16 15 14 13 34 = 44 = 300 MT20H FP= 1.5x4 11 44 = 3x6— 2-30 5.3-0 7-9-0 13-4-0 15.10.0 18-4-0 21-1-0 2-9-0 280 2-60 5-7-0 2-6-0 280 2-9-0 Plate Offsets X 1:Ed a 0-0-12 24:0.1-8 0-0-12 25:D-1-8 0.0-12 LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) '/de' L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.66 Vert(LL) -0.20 16-17 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.32 16-17 >783 360 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.07 13 n/a n/a BCDL 5.0 Code FRC201 OITP12007 (Matrix) Weight:125 Ib FT=0%F,O%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, except BOT CHORD 2x4 SP No.2(flat)*Except* end verticals. 13-20:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 23=1140/0-5-8 (min.0-1-8),13=1140/0-5-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1387/0,34=2347/0,4-5=-2935/0,5-6=-3161/0,6-7=-3161/0,7-8=-2939/0, 8-9=-2939/0,9-10=-2346/0,10-11=-1387/0 BOT CHORD 22-23=0/802,21-22=0/1953,20-21=0/2724,19-20=0/2724,18-1 9=0/3161,17-18=0/3161, 16-17=0/3126,15-16=0/2727,14-15=0/1952,13-14=0/802 WEBS 11-13=-1355/0,2-23=1354/0,11-14=0/1054,2-22=0/1054,10.14=-1018/0,3-22=-1021/0, 10-15=0/711,3-21=0/711,9-15=-687/0,4-21=678/0,9-16=0/382,4-19=0/477, 7-16=-375/0,5-19=-599/6,7-17=-241/412 NOTES 1)Unbalanced floor live loads have been considered for this design. ``%V111111111111 ``t t t I I I r r rrrrr, 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x3 MT20 unless otherwise indicated. ,� p,S A. q /� 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,��Ol`+' .•• �e ''ice 5)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 �� .r •\ E INS•••. 9 'i attached to walls at their outer ends or restrained by other means. /Q LOAD CASE(S) Standard NO 39380 'k • 4. :O. -s TATE Uh.__ ;�4/J /O .,C?��. rrrrrlttt�t�� FL Cert. 6634 May 22,2013 it!dRNING-Yxrijy design parcmetera nn d RFAD NO TW ON THI S AND INCL UDED JUT EY REFEF-EIKE PAGE W1 74 T3 BFFORE USL. Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent brocing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control,storage.delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMorm Ilion a/able from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 2314. Tampa,FL 33610-4115 If Sof* pitre�5t3}Iumher >s ier.�erJ,the xte-.sign vahxnare t�ho.se effettivr-0603/3013 by ALK -7: Job Truss Truss Type pry Ply L27 5TH STREET 131037 F06 Floor Truss q 1 7T4847430 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed May 22 16:10:46 2013 Page ID:9Voiw02goWIR8NyrRf3AWJzDvx7-m974dO3yiwwU3lWvQer?wlwvGfz5TkPSoGa7 uzDve 0-1-8 F..I 13— 0 2-38 1 Sul -1:19.8 1.5x4 II 1.5x4 II 1.5x4= 3x3= 3x3= 1.5x4 II 3x3= 1.5x4= 1 2 3 4 53x3= B 7 1 15 I if 12 11 10 9 3x3= 3x3= 1.5x4 II 3x3,=- 3x6= 3,6= 11-9.8 11-9.8 - Plate Offsets 1:Ed a 0-0-12 14:0-1-8 0 0 121,115:0-11-8.0-0-12] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.67 Vert(LL) -0.11 11-12 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.15 11-12 >929 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:72 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 13=629/0-6-0 (min.0-1-8),8=629/0-5-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=675/0,3-4=-946/0,4-5=-946/0,5-6=-674/0 BOT CHORD 12-13=0/432,11-12=0/887,10-11=0/946,9-10=0/946,8-9=0/421 WEBS 2-13=-728/0,2-12=0/439,3-12=-383/0,3-11=24/283,6-8=-710/0,6-9=0/455, 5-9=-494/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard `,` �PS'AIt % No 3938„Q 441 . ORI . �. Iliffill FL Cert. 663444 May 22,20 3 0 WARNING-Verify design parameters and READ ROTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU 7473 BEFORE USE, Design volld for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSIITP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information vor ble from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 2314. Tempe,FL 33610-4115 If, XIX)thein Pirtle SP lunt#ser i::yiecifie-d,0e Je_sign values are those etfectiw O6 tr7./2D1:3 by ALS£ Job Truss Truss Type Qty Ply L27 5TH STREET T4847432 131037 F08 Floor Truss 1 1 Job Reference o banal TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed May 22 16:10:48 2013 Page ID:9VoiwQ2goW RBNyrRf3AWJzDvx7-iYF245CEYACJLgIY3tT?IOOvSgxxh11Fa3E3mzDv °ta Oita Sale=1:22.8 1 2 3 4 5 6 7 8 9 10 11 12 2 25 23 22 21 20 19 18 17 16 15 14 13 3x3= 30= i 138-0 Plate Offsets X 1:Ed a 0-0-12 24:0-1-8 0-0-12 25:0-1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(TL) 0.00 13 n/a n/a BCDL 5.0 Code FRC201 OfTPI2007 (Matrix) Weight:76 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 or bracing. OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 13-8-0. (lb)- Max Grav All reactions 250 Ib or less at joints)23,13,22,21,20,19,18,17,16,15,14 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x4 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 spared at 1-4-0 or. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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. LOAD CASE(S) Standard NO 39384 ,s FL Cert. 6634 May 22,20 3 WAPh7NG Vets design parameters and REALM NOTSS ON THIS AND INCLUDED IGTSX REFS ZFjWE PAGE AIII 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility or the building designer.For general guidance regarding fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB•89 and SCSI Building Component 5904 Puke Fast EWA. Safety Information va ble from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA/2314. Tempe,FL 33810.4115 — IfSouthern Praw�Sp tuinher rs 4wcifieti,the rte.:ignvaluesare diose effective 0601{2013 by ALsc t 0 46 FJob Truss Truss Type Oty Ply L27 5TH STREET F11 Floor Truss q 1 T4847434 Job Reference nn,tional _ T BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed May 22 16 10:50 2013 Page ID:9Voiw02goWR8NyrRf3AWJzDvx7-fxNbTm6SmgQwYeggfUvx5j5cAGKPPXX1jtYL7fzDv H L 1-3-0_� I-1� 0.1 Scale 1:23.1 1.5x4 II 1.5x4= 1.5x4 II 1.5x4 1 2 1.5x4 3 4 B 6 7 8 8 17 14 13 12 11 10 3x6 1.5x4 II - 3x6= 2-9-0 &5 0 Plate Offsets 2-9.0 5-&0 1 2-11-0 13-8-0 8-0 1:Ed a 0-0-12 16:0-1-8 0.0-iz 17:0-1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.09 11-12 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.79 Vert(TL) -0.1311-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.02 9 n/a We BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:84 Ib FT=0%F,O%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 15=732/0-5-8 (min.0-1-8),9=732/0-5-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=809/0,3-4=-11299/0,4-5=1299/0,5-6=-1228/0,6-7=-818/0 BOT CHORD 14-15=0/505,13-14=0/1106,12-13=0/1299,11-12=0/1299,10.11=0/1119,9-10=0/501 WEBS 7-9=-844/0,2-15=-852/0,7-10=0/572,2-14=0/548,6-10=-543/0,3-14=-536/0, 6-11=0/259,3-13=0/465,5-11=-272/37 NOTES 1)Unbalanced floor live loads have been considered for this design. ';2)All plates are 3x3 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard �� p'S l A q`--.,, 0 �G•E N.4 NO 39380 F . 8 ATE Vit. 111: OR k ss/0N N A`E- III FL Cert. 6634 May 22,20 3 AWARA7NG Verify design parameters and READ NOTES ON THIS AND INC'4UDED MTTEKRF,FFJ?BW.BPAGE P91 7473 BEFORE t7SE. Design valid for use only with MiTek connectors.This design is based only upon parometers shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ��T�k, erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sdety Information vP ble from Truss Plate Institute,781 N.Lee Sheet,Suite 312.Alexandria,VA 2314. Tempe,FL 33810-4115 if Sratit.hern Pine�8 lumTr-r is Weci ied,the de:cign vaiur_sare fihrxse,effective_0501./2013 by ALSL Job Truss Truss Type City Ply L27 5TH STREET T4847436 131037 F13 FLOOR TRUSS 5 1 Job Reference aptlonall TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed May 2216:10:52 2013 Page ID:9Voiw02go W R8NyrRf3AWJzDvx7-bJULuRBilmgeny_3nvyPABAxN44_tOkKAB1 SCXzDve 1-0-8 1-2-0 1-3-0 0,1 a I--r Scale=1.14.9 1.5x4 I 3x3= 3x3 11 1.5x4 11 1 2 3 3x3= 4 57x6— 6 12 1.5x4 = q N 11 10 9 7 1.5x4 II 1.5x4 II 3x8 = 3x3 = 7z6 = 4-2-8 3-11-81- 5.10-0 3.11-8 0.1- i 1-74 6-1.8 Plate Offsets X 1:Ed a 0.0-12 12:0-1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.63 Vert(LL) 0.02 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) 0.03 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) -0.00 8 n/a n/a BCDL 5.0 Code FRC201 O/TPI2007 (Matrix) Weight:47 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc pudins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) l l=-12/Mechanical,8=1052/0-6-0 (min.0-1-8) Max Uplift I=-166(LC 4) Max Grav 11=151(LG 3),8=1052(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 7-12=-480/0,6-12=-480/0,3-4=0/483,4-5=0/483 BOT CHORD 7-8=-346/0 WEBS 2-11=-85/358,3-8=-594/0,5-7=0/612,5-8=-689/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 166 Ib uplift at joint 11. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `11111 I i ill 5)Recommend 2x6 to walls at theiracks,on outerendsdorrestrained by other means,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be `p`PS A q�i, attached 6)CAUTION,Do not erect truss backwards. ,��0`v` ,.•••• �Q �j� LOAD CASE(S) Standard : x, 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 3938Q Uniform Loads(plf) _� k ✓ f, Vert:7-11=-10,1-6=-100 Concentrated Loads(lb) ' Vert:6=425 : r 1• ATE Ui�� :�✓:•111 , O 1 •,�S'S/d N Ay��• FL Cert. 6634 May 22,20 13 0 WARNING.yerif design pararrld ers and READ NOTES ON 77115 AND INCLUDED PHT'EK REFFRETKE PAGE MTF 7473 BEFORE(TSE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BNd. Sol IMormal on a' ble from Truss Plate Institute,781 N.Lee Sheet,Suite 312.Alexandria.VA 2314. Tamps,FL 33610-4115 If Stauthern pine�Sp Futntter is specified,the.design values are those effective 04'r/01.112013 IN ALSO. Job Truss Truss Typeply ply L27 5TH STREET T4847438 131037 F15 Floor Truss 2 1 Job Reference(optional) _ TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 a Sep 26 2012 MiTek Industries,Inc. Wed May 22 16:10:54 2013 Page ID:9VoiwQ2goWl R8NyrRf3A WJzDvx7-Xic6179zgNwM 1 G7R uK_tFZGPpttRLOFdeV WYGQzDve 0" 1 2 3 4 Scale=1:13.0 9 10 N 8 7 6 5 3x3= 30 = 4-2-0 4-2-0 Plate Offsets X 1:Ed a 0-0-12 9:0-1-s D-0-12 10:0-1-a 0-0-12 LOADING(pyo SPACING 2-0-0 CSI DEFL in (loc) I/deft 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 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:27 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 4-2-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)8,5,7,6 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x4 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 14-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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. `t`�11 LOAD CASE(S) Standard 00� ,S. A. q .`�,'r�•�,�GE. SF��,��' f N10 39380 ' 0.. NATE (fir :1t✓ ,�• c P �. FL Cert. 6634 May 22,20 13 0 WARNING Verify design parameters and READ MMES ON THIS AND INCLUDED AUTEK REFERENCE PAG£11II 7473 BEFORE(1&E. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BW. Salety Information vo able from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria.VA 2314. Tampa,FL 33610-4115 if Southern Pince, lumber i:ss iecifierl,the de-.mV vahnes are Phase etlectiwe OFr 03(2t1i3 by ALAC, i V � JobTruss Truss Type aY Ply L27 5TH STREET 131037 F18 Floor Truss T4847440 1 1 Job Reference a tional TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed May 22 16:10:56 2013 Page ID:9Voiw02goVMRBNyrRf3AWJzDvx7-T5ksjpBDL?A4GZHg010LK Lf7hSRpDxw5p?fLlzDv a1-a H 1 1--3-0 i 0-7-0 1-2-0 i 1-7-0 1 0-1 a Stale=1.27.3 1.5x4 I 1.5x4 1.5x4= 4x4= 1.5x4= 1 2 3 4 5 8 7 8 9 10 11 3 24 22 20 19 18 17 1s 14 13 3x6= 4x8= 1.5x4 II 3x8 FP= 3x6= 1.5x4 II 1.5x4 II 3x8= 1.5x4 II 2-2-8 1-11-8 2-1i0 4-10-0 6-9-9 114-8 1-11-8 0-14 2-74 -� 3-110 2-7-8 46.1- 0-1-8 Plate Offsets 1:Ed a 0-0-12 23:0-1-8 0-0-12 24:0-1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.03 16-18 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.05 16-18 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.34 Horz(TL) 0.01 12 n/a n/a BCDL 5.0 Code FRC20101TP12007 (Matrix) Weight:110 Ib FT=0%F,C%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 21=1366/0-6-0 (min.0-1-8),12=203/0-3-8 (min.0-1-8),15=680/0-6-0 (min.0-1-8) Max Grav21=1366(LC 3),12=248(LC 11),15=763(LC 13) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 22-23=-575/0,1-23=575/0,2-3=0/671,3-4=0/672,4-5=-346/373,5-6=-523/210, 6-7=-421/115 BOT CHORD 21-22=-406/0,20-21=511/174,19-20=-210/523,18-19=-210/523,17-18=-210/523, 16-17=-210/523,15-16=-71/300 WEBS 2-22=0/718,2-21=-747/0,7-15=-540/0,4-21=-685/0,4-20=0/422,5-20=-460/0, 9-15=-365/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3 end fixity model was used in the analysis {{{{1111/1 4)Recommend)26 st ongbacksnonhedge,spaced rat 10-0-0 oc and fastened to each truss with 3nd 1 Od(0. 31"X 3')esign of this snails. Strongbacks to be ON, 4) A. attached to walls at their outer ends or restrained by other means. ��c) ,.•••• �g �� 5)CAUTION,Do not erect truss backwards. ``�� ••.��C E N SF. S7 �i� LOADCASE(S) Standard NO 39380 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 k •• ". Uniform Loads(plf) A Vert:12-22=-10,1-11=-100 Concentrated Loads(lb) d= Vert:1=520 -�'.• STAT E U% IL: A` FL Cert. 6634 May 22,20 13 A WARMNG-Verify design parameters and READ NOTES ON 77115 AND 1hrLUDE0 JffTEK REFERENCE PAGE 1191 7473 BEFORE M.E Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSII and SCSI Building Component 6904 Parke East BW. Solely Information va able from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria.VA 2314. Tempe,FL 33610-4115 If Southern pine1SP 1writwr is specified,the design vak care t'hlase effective Of'r/01/3£31.3 by ALSO 4 M � Job Truss Truss Type Qty Ply L27 5TH STREET 131037 FT01 Floor Truss 1 n L Reference(optional) 74847442 TRUSSMART BUILDING COMPONENTS,Midway,GA,31320,Hampton Inn 7.350 s Sep 26 2012 Mi7ek Industries,Inc.Wed May 22 16:18:13 2013 Page 1 ID:9VoiwQ2goW RBNyrRf3AWJzDvx7-v5wjOb9lUDlvg8gvmBspo7xMHrcQivRFaIMHATzDvXu 2-0-0 Scale=122.7 1.5x4 II 1.5x4 I 1 13 2 14 15 3 4 16 17 5 6 F1 F1 Z-7 Li 11 10 9 8 1.5x4 11 1.5x4 11 17_8-0 13-8-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.04 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.45 Vert(TL) -0.05 8-9 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:142 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 12=982/0-3-8 (min.0-1-8),7=980/0-3-8 (min.0-1-8) Max Grav 12=1139(LC 3),7=1146(LC 4) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-14=1713/0,14-15=-1713/0.3-15=-1713/0,3-4=-2085/0,4-16=-1783/0,16-17=-1783/0,5-17=-1783/0 BOT CHORD 11-12=0/1296,10-11=0/2085,9-10=0/2085,8-9=0/2085,7-8=0/1407 WEBS 2-12=1633/0,2-11=0/682,3-11=-725/0,5-7=-1794/0,5-8=0/627,4-8=-637/0 NOTES 1)2-ply truss to be connected together with t Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)All plates are 3x4 MT20 unless otherwise indicated. ♦ J A 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �� _p P` •, 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 `moi� `• G E N S•L• 9 i to be attached to walls at their outer ends or restrained by other means. �C •, 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)199 Ib down at 1-5�,131 Ib ••�' i down at 3-5-4,131 Ib down at 5-5-4,131 Ib down at 7-54,131 Ib down at 9-5-4,and 131 Ib down at 10-3-12,and 199 lb down at N 0 39380 11-5-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. * s LOAD CASE(S) Standard rj 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 "j j ATE -r. Uniform Loads(plf) Vert:7-12=-10,1-6=-100 Concentrated Loads(lb) �iO��•�< 0 R ,O P Vert:5=-119(F)4=-51(F)13=-119(F)14=-51(F)15=-51(F)16=-51(F)17=-51(F) �j S'�••••..••••• 0 N A`E 0 I FL Cert. 663 May 22,2013'; err esrgn pca era an - . Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. ApplicoUlity of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown �L is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M)Tpik erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication.quality control,storage,delivery,erection and bracing,consult ANSIM11 Quality Criteria,OSB-89 and III Building Component 6904 Parke East Blvd. Solely IMormalbn 51vo able from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandra,VA 2314. Tempe,FL 33610-4115 If Southerrl Pule{Sp lurnkwr is Wecifie ll,the deOgn vatur-s;we those effective r 01/3013 by ALSO r Job Truss Truss Type Qty Ply J-175TH STREET 131037 Frus Floor Truss 1 74847444 L ob Reference o tional TRUSSMART BUILDING COMPONENTS,Midway,GA,31320,Hampton Inn 7.350 is Sep 26 2012 MiTek Industries,Inc.Wed May 22 16:20:54 2013 Page 1 ID:9VoiwQ2goWIR8NyrRf3AWJzDvx7-i38bBe61Zha3VtesiSFZp46vekbLwklxcssJKezDvVN 2-0-0 0-7-6_I Scale=1:19.6 I 1.5x4 II 3x4 = 1.5x4 II 3x4 = 1.5x4 11 1 2 3 4 3x4 = 5 6 10 9 8 3x4= 1.5x4 II 3x4 = 3,4= 3x4= 11-a�1 11-9-8 — ---� LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.02 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.03 8-9 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:123 Ib FT=0 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 11=725/0-3-8 (min.0-1-8),7=725/0-3-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1207/0,3-4=1207/0,4-5=-1053/0 BOT CHORD 10-11=0/760,9-10=0/1207,8-9=0/1207,7-8=0/816 WEBS 2-11-952/0,2-10=0/582,5-7=-1033/0,5-8=0/312 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��111111(111 5)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. LOADCASE(S) Standard `��.�,•..�\GENSF•, 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) IN 0 39380 Vert:7-11=-1 0,1-6=-118 . - - b'fATE Ui-_ i I FL Cert. 6634 May 22,2013 WAKMvia vmfy design parametem andPAGE LK �- ------- Desi n valid for s only with MiTek g use y e connectors.This design a based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during constructionits the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek fabricationr quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BIM. Safety Irdonnatlon G a'oble from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandra.VA X2314. Tampa,FL 33610-4115 If MAthern Pirie{SP linntmf*i;speci ierl.,rho.design values ane those et�c,tivr_0610.../20]_3 4 ALS[ JANUARY 1, 2009 STANDARD RIBBON BLOCK DETAIL ST-RIBBON ® MiTek USA,Inc. Page 1 of 1 aaaa 0 00 0 00 MiTek USA,Inc. z z v T T T FASTEN RIBBON BLOCK TO END VERTICAL WITH FASTEN RIBBON BLOCK TO END VERTICAL WITH TWO ROWS OF 10d NAILS(.120"DIA.X 3")SPACED TWO ROWS OF 10d NAILS(.120"DIA.X 3")SPACED 4"O.C.(USE THREE NAILS MINIMUM) 4"O.C.(USE THREE NAILS MINIMUM) JANUARY 1, 2009 STANDARD DETAIL FOR ALLOWING A DECK ST-DECK LEDGR LEDGER CONNECTION TO A FLOOR TRUSS I�laa U MiTek USA,Inc. Page 1 of 1 0 00 Lm-u O 00 In MiTek USA, Inc. LADDER TRUSS WITH 4X2 SPF NO.2 MINIMUM CHORD LUMBER,WEBS SHALL 2x4 BANDBE 04 STUD HF,SPF,DF OR SYP AT 16"O.C.MAX. DOUBLE END FASTENER(S)SPECIFIED BY OTHERS VERTICAL -\1 1 770 FLOOR BLOCKING PER BUILDING DESIGNER FASTENER(S)SPECIFIED LEDGER SPECIFIED BY OTHERS. BY OTHERS O LEDGER SPECIFIED c p. BY OTHERS FLOOR TRUSSES p 24"O.C.MAX. TYPICAL FLOOR p TRUSS LADDER FRAME BE SU CONTINUOUSLY SUPPORTED BEARING AT END OF TRUSS FLOOR TRUSS PERPENDICULAR FLOOR TRUSS PARALLEL TO BEARING WALL TO BEARING WALL N.T.S. N.T.S. OTHER FRAMING ELEMENTS OTHER FRAMING ELEMENTS NOT SHOWN FOR CLARITY NOT SHOWN FOR CLARITY NOTES: DETAIL PERMITS A MAXIMUM OF TWO 1/2"DIA.THRU BOLTS OR LAG SCREWS TO BE INSTALLED ALONG THE VERTICAL CENTER LINE AND INTO THE DOUBLE END VERTICAL OF FLOOR TRUSSES OR INTO THE 4X4 VERTICALS OF A LADDER TRUSS. FASTENERS SHALL NOT INTERFERE WITH ANY JOINTS OR CONNECTORS WITHIN THE FLOOR OR LADDER TRUSS AND BE INSTALLED PER NDS. CAPACITY OF CONNECTION SHALL BE SPECIFIED BY THE BUILDING DESIGNER.REFER TO NATIONAL,STATE,LOCAL BUILDING CODES OR STANDARD INDUSTRY DETAILS APPROVED BY THE BUILDING OFFICAL. DETAIL HAS CONSIDERED VERTICAL LOAD CAPACITY OF THE FASTENERS ONLY.ALL OTHER FRAMING ELEMENTS REQUIRED TO SUPPORT AND OR RESIST ANY OTHER LOADS AND OR FORCES SHALL BE THE RESPONSIBILITY OF OTHERS. DESIGN OF ALL DECK OR PORCH COMPONENTS SHALL BE BY OTHERS. JANUARY 1, 2009 STANDARD DETAIL FOR ATTACHING A LEDGER ST-LEDGR TO THE SIDE OF A FLOOR TRUSS GABLE MiTek USA,Inc. Page 1 Of 1 O 00 O OD MAX.WALL LOAD=800 PLF MiTek USA,Inc. FLOOR GABLE TRUSS WITH SPF NO.2 MINIMUM OP CHORD LUMBER. FLOOR TRU S MAX LOAD ON LEDGER=480 PLF HEATHING 14, DEPTH=14", 16",18",OR 20" SHEA HING 04 STUDS AT 16"SPACING MAX. BRG.WALL (HF,SPF,DF,OR SYP) A ACH LEDGER(DESIGNED BY OTHERS)WITH TWO 1/2"DIAMETER ASTM A307 BOLTS WITH WASHERS AT EACH STUD LOCATION. (MINIMUM 2X8 SPF NO.2) 7 iwO o act' o 0 34-10-00 0 ° o w'o C N G Y v A I FO 13-08-00 R O R R E1A��d f O o v m anm�O a N R 9�Y�u'cu'S a 45 N� O - R ' o 'Ili45 io m o J 9 N V C Y 2 O a�0 w0 M .Z LD Y W Nw W li 0 -a I,N v. C rn 03 N�acc w � W 6a. ` :. ° Y CC d�s w O Q o I!m Im p a LL ILL ,LLO�� O � E N 2 d3 'N d 017: 2 p ru~_ p Y C t d� Y 2 oa N"«v 20:5'-28 E u f C m LOi I� B� 'o c • �z E Or-LU �.�cy�'m �� j I 7 AO 2 3o YA 72 aVO=C 0°1^ 0 " wZ 1, 0. mo'ma ° °c 2 0) l 7 N G N C.L f,Ug 0 CLN_n>��.,G O Q Q R O N YY—Y I2 d N�� 11 LL N N A#a jw C 5 O g O W N E U 'U CO°c c 2 iom�3N:0C°1 Xw r. mwdQo4 o C M'%RR N d" Y m NNN NN N N C 1 I I °oa°0y c jr % �� u CS m i1n ri°p�s Ch Es uwi I jI j / \ j' A p �„Vly °N C m C a K F 0 o I o 0 0 0 0mU.m`2 '= E•2Av No~> LL LL LL LL LL LL �' j ILL I� ��' f- vD a OZ QO Q r. b i 4 II I --__—? -_I o -F12m F12 F12 c u V F2 N R LU �j ZN CI m m m r co 06 L o F11 0 •� QI —T— yA y L oA O 0) O N O 00 O F11 j C f/; "t O tC) j gaANS �� 4 co � 1 v N E E�N W (7 pp l� �t j I Q Y E w 2 U Q 00 .-.00 I N ANrYV��OCC /I"1 Rooco �LL LL LL_ LL_�I LL LL LL� Aq CCY f4 r' co co N 3-03-M 7-02-00 3-O3 08 7-0&4)0 ^N 9 pt 3LL ��1�G' 34-10.00 3 3 E ` ` -j "' — LL FrF I L- :EC OPY Residential System Sizing Calcul Summary Elite Homes Inc. Project Title: Lot 27 5th Street Atlantic Beach, FL 32233-0000 6/3/2013 Location for weather data: Jacksonville, FL - Defaults: Latitude(30.5) Altitude(30 ft.) Temp Range(M) Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 53 r. Winter design temperature(MJ8 99%) 32 F Summer design temperature(MJ8 99%) 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 18 F Total heating load calculation 48066 Btuh Total cooling load calculation 42783 Btuh Submitted heating capacity %of calc Btuh Submitted cooling capacity %of calc Btuh Total (Electric Heat Pump) 99.9 48000 Sensible(SHR = 0.72) 109.7 34800 Heat Pump+Auxiliary(O.OkW) 99.9 48000 Latent 119.4 13200 Total Electric Heat Pum 112.2 48000 WINTER CALCULATIONS Winter Heating Load for 3523 sqft) Load component LoadVNrMows(16%) Window total 593 sqft 7881 Btuh Wall total 3722 sqft 10929 Btuh ntll.c32%) Door total 72 sqft 1255 Btuh CeilingsQ%) Ceiling total 1919 sqft 3489 Btuh Floor total See detail report 9277 Btuh Infiltration 365 cfm 15236 Btuh Duct loss 0 Btuh Doors( %) Wans(23%) Subtotal 48066 Btuh Ventilation 0 cfm 0 Btuh Floors(19%) TOTAL HEAT LOSS 48066 Btuh SUMMER CALCULATIONS Summer Cooling Load for 3523 sqft) Load component Load Window total 593 sqft 14505 Btuh Wall total 3722 sqft 5867 Btuh Door total 72 sqft 958 Btuh Ceiling total 1919 sqft 2204 Btuh Floor total 205 Btuh ) Infiltration 274 cfm 5413 Btuh VNrrciurvs(34%) Internal gain 2580 Btuh Duct gain 0 Btuh Sens.Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Intil.(36%) Total sensible gain 31731 Btuh Latent gain(ducts) 0 Btuh Latent gain(infiltration) 9852 Btuh cell:,ys(s%) Latent gain(ventilation) 0 Btuh Dpi) VVM.(14%) Latent gain(internal/occupants/other) 1200 Btuh Total latent gain 11052 Btuh TOTAL HEAT GAIN 1 42783 Btuh Digitally signed by Timothy D. EnergyGaugeO SysI Ga-er ldthy D. DN CN=Timothy D Ga dner, _ PREPARED BY: us o=usnHeas 8th Edition —Ixeason:I attest to the accuracy DATE:�a rd n e r and inleg N/d this document Date:2013.06.03 14:49:47-04'D r EnergyGauge®/USRRZB 0.1 Residential Window Diversity MidSummer Elite Homes Inc. Project Title: Lot 27 5th Street Atlantic Beach, FL 32233-0000 6/3/2013 Weather data for: Jacksonville -Defaults Summer design temperature 93 F Average window load for July 6040 Btuh Cooling setpoint 75 F Peak window load for July 7205 Btuh Summer temperature difference 18 F Excusion limit(130% of Ave.) 7852 Btuh Latitude 30.5 North I Window excursion (July) None WINDOW Average and Peak Loads 9000.00- 8000.00 Limit for excursion 7000.00 r 6000.00 12 Hour Average-, M 5000.00 0 J � '0 4000.00 c 3000.00- 2000.00 - 1000.00- 0.00 000.002000.001000.000.00 8 a.m. 10 12 2 p.m. 4 p.m. 6 p.m. 8 P.M. a.m. Total July Window Load(Radiation and conduction) The midsummer window load for this house does not exceed the window load excursion limit. This house has adequate midsummer window diversity. EnergyGauge®System Sizing for Florida residences only PREPARED BY: DATE: 10 EnergyGauge®/USRRZB 0.1 Residential Window Diversity October Elite Homes Inc. Project Title: Lot 27 5th Street Atlantic Beach, FL 32233-0000 6/3/2013 Weather data for: Jacksonville - Defaults Summer design temperature 93 F Average window load for October 6540 Btuh Cooling setpoint 75 F Peak window load for October 9618 Btuh Summer temperature difference 18 F Excusion limit(130%of Ave.) 8502 Btuh Latitude 30.5 North I Window excursion (October) 1116 Btuh WINDOW Average and Peak Loads 10000.00 9000.00 Limit for excursion 8000.00 7000.00 12 Hour Average L 6000.00 a J 5000.00 0 4000.00 3000.00 - 2000.00 - 1000.00 . 000.002000.001000.00 0.00 8 a.m. 10 12 2 p.m. 4 p.m. 6 p.m. 8 p.m. a.m. Total October Window Load(Radiation and conduction) Warning:This application has glass areas that produce relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms.A zoned system may be required or some rooms may require zone control. EnergyGauge®System Sizing for Florida residences only PREPARED BY: DATE: EnergyGauge®/USRRZB v3.1 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Elite Homes Inc. Project Title: Lot 27 5th Street Atlantic Beach, FL 32233-0000 Building Type: User 6/3/2013 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference: 38.0 F(MJ8 99%) Component Loads for Room#1: 1st Floor Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 2, NFRC 0.30 Vinyl 0.35 N 34.0 13.3 452 Btuh 2 2, NFRC 0.30 Vinyl 0.35 N 5.4 13.3 72 Btuh 3 2, NFRC 0.30 Vinyl 0.35 N 34.0 13.3 452 Btuh 4 2, NFRC 0.30 Vinyl 0.35 E 17.0 13.3 226 Btuh 5 2, NFRC 0.30 Vinyl 0.35 E 16.0 13.3 213 Btuh 6 2, NFRC 0.30 Vinyl 0.35 E 21.3 13.3 284 Btuh 7 2, NFRC 0.30 Vinyl 0.35 S 21.3 13.3 284 Btuh 8 2, NFRC 0.30 Vinyl 0.35 S 96.0 13.3 1277 Btuh 9 2, NFRC 0.30 Vinyl 0.35 W 68.0 13.3 904 Btuh Window Total 313.1 s ft 4164 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame-Wood - Ext (0.077) 19.0/0.0 130 2.94 382 Btuh 2 Frame-Wood -Ext (0.077) 19.0/0.0 60 2.94 175 Btuh 3 Frame-Wood -Ext (0.077) 19.0/0.0 131 2.94 385 Btuh 4 Frame-Wood -Ext (0.077) 19.0/0.0 596 2.94 1750 Btuh 5 Frame-Wood -Ext (0.077) 19.0/0.0 361 2.94 1059 Btuh 6 Frame-Wood - Ext (0.077) 19.0/0.0 736 2.94 2161 Btuh Wall Total 2013 s ft 5911 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated- Exterior, n (0.460) 24 17.5 420 Btuh 2 Insulated- Exterior, n (0.460) 18 17.5 311 Btuh Door Total 42 s ft 73013tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 193.5 ft(perim.) 44.8 8677 Btuh Floor Total 1604 s ft 8677 Btuh Room Envelope Subtotal: 19482 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.60 19248 0.54 197.3 8241 Btuh Duct load Average sealed,Supply(R6.0-Cond.),Retum(R6.0-Cond.) (DLM of 0.000) 0 Btuh Room#1 Sensible Room Subtotal 27723 Btuh EnergyGauge®/USRRZB v3.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Lot 27 5th Street Atlantic Beach, FL 32233-0000 Building Type: User 6/3/2013 Component Loads for Room#2:2nd Floor Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 10 2, NFRC 0.30 Vinyl 0.35 N 20.0 13.3 266 Btuh 11 2, NFRC 0.30 Vinyl 0.35 N 15.1 13.3 201 Btuh 12 2, NFRC 0.30 Vinyl 0.35 N 30.2 13.3 402 Btuh 13 2, NFRC 0.30 Vinyl 0.35 E 45.3 13.3 603 Btuh 14 2, NFRC 0.30 Vinyl 0.35 E 16.0 13.3 213 Btuh 15 2, NFRC 0.30 Vinyl 0.35 E 8.0 13.3 106 Btuh 16 2, NFRC 0.30 Vinyl 0.35 S 45.3 13.3 603 Btuh 17 2, NFRC 0.30 Vinyl 0.35 S 21.0 13.3 279 Btuh 18 2, NFRC 0.30 Vinyl 0.35 W 8.0 13.3 107 Btuh 19 2, NFRC 0.30 Vinyl 0.35 W 60.4 13.3 804 Btuh 20 2, NFRC 0.30 Vinyl 0.35 W 10.0 13.3 133 Btuh Window Total 279.5(sqft) 3717 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 7 Frame-Wood -Ext (0.077) 19.0/0.0 135 2.94 395 Btuh 8 Frame-Wood -Ext (0.077) 19.0/0.0 108 2.94 316 Btuh 9 Frame-Wood -Ext (0.077) 19.0/0.0 565 2.94 1660 Btuh 10 Frame-Wood - Ext (0.077) 19.0/0.0 261 2.94 765 Btuh 11 Frame-Wood - Ext (0.077) 19.0/0.0 589 2.94 1728 Btuh 12 Frame-Wood - Ext (0.077) 19.0/0.0 52 2.94 153 Btuh Wall Total 1709(sqft) 5018 Btuh Doors Type Storm Ueff. Area X HTM= Load 3 Insulated- Exterior, n (0.460) 20 17.5 350 Btuh 4 Insulated - Exterior, n (0.460) 10 17.5 175 Btuh Door Total 30(sqft) 52413tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Unvent Attic/L/Shing (0.048) 1.0/19.0 1919 1.8 3489 Btuh Ceiling Total 1919(sqft) 3489Btuh Floors Type Ueff. R-Value Size X HTM= Load 2 Interior (1.180) 0.0 1604.0 sqft 0.0 0 Btuh 3 Raised-Open (0.050) 19.0 315.0 sqft 1.9 600 Btuh Floor Total 1919 sqft 600 Btuh Room Envelope Subtotal: 13348 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.60 17271 0.46 167.5 6995 Btuh Duct load Average sealed,Supply(R6.0-Cond.),Retum(R6.0-Cond.) (DLM of 0.000) 0 Btuh Room#2 Sensible Room Subtotal 20343 Btuh EnergyGaugeO/USRRZB v3.1 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Lot 27 5th Street Atlantic Beach, FL 32233-0000 Building Type: User 6/3/2013 SYSTEM GROUPS (BLOCK LOADS) Heating Loads For System(s):1 Block load 27723 Btuh Serving Rooms: 1 Heating Loads For System(s):2 Block load 20343 Btuh Servina Rooms: 2 HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 48066 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 48066 Btuh EQUIPMENT 1. Electric Heat Pump # 24000 Btuh 2. Electric Heat Pump # 24000 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear or'Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) 10 Version 8 EnergyGaugeO/USRRZB v3.1 Page 3 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Elite Homes Inc. Project Title: Lot 27 5th Street Atlantic Beach, FL 32233-0000 6/3/2013 Reference City:Jacksonville, FL Temperature Difference: 18.OF(MJ8 99%) Humidity difference: 53gr. Component Loads for Room#1: 1st Floor " . . Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len H t Gross Shaded Unshaded Shaded_ Unshaded 1 2 NFRC 0.30,0.35 No No N B.Oft 1.Oft 34A OA 34.0 13 13 427 l3tuh 2 2 NFRC 0.30,0.35 No No N 10.Of 2.5ft 5.4 0.0 5.413 13 68 Btuh 3 2 NFRC 0.30,0.35 No No N 2.Oft 5.Oft 34.0 0.0 34.0 13 13 427 Btuh 4 2 NFRC 0.30,0.35 No No E 2.Oft 12.Of 17.0 0.0 17.0 13 35 598 Btuh 5 2 NFRC 0.30,0.35 No No E 2.Oft 3.Oft 16.0 0.0 16.0 13 35 562 Btuh 6 2 NFRC 0.30,0.35 No No E 2.Oft 12.Of 21.3 0.0 21.3 13 35 750 Btuh 7 2 NFRC 0.30,0.35 No No S 11.3f 2.Oft 21.3 21.3 0.0 13 15 268 Btuh 8 2 NFRC 0.30,0.35 No No S 11.3f 2.Oft 96.0 96.0 0.0 13 15 1207 Btuh 9 2 NFRC 0.30,0.35 No No W 2.Oft 12.Of 68.0 0.0 68.0 13 35 2391 Btuh Window Total 1 313 (sqft) 6698 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Frame-Wood-Ext 0.08 19.0/0.0 130.0 1.6 205 Btuh 2 Frame-Wood-Ext 0.08 19.0/0.0 59.6 1.6 94 Btuh 3 Frame-Wood-Ext 0.08 19.0/0.0 131.0 1.6 207 Btuh 4 Frame-Wood-Ext 0.08 19.0/0.0 595.9 1.6 939 Btuh 5 Frame-Wood-Ext 0.08 19.0/0.0 360.7 1.6 569 Btuh 6 Frame-Wood-Ext 0.08 19.010.0 736.0 1.6 1160 Btuh Wall Total 2013 (sqft) 3173 Btuh Doors Type Area (sqft) HTM Load 1 Insulated-Exterior 24.0 13.3 320 Btuh 2 Insulated-Exterior 17.8 13.3 1 237 Btuh Door Total 42 (sqft) 557 Btuh Floors Type R-Value Size HTNI Load 1 Slab On Grade 0.0 1604(ft-perimeter) 0.0 0 Btuh Floor Total 1604.0 (sqft) 0 Btuh Zone Envelope Subtotal: 10429 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.45 19248 0.54 148.0 2928 Btuh Internal Occupants Btuh/occupant Appliance Load gain 1 X 230 + 1200 1430 Btuh Sensible Envelope Load: 14787 Btuh DUCt IOad Average sealed,Supply(R6.0-Cond.),Retum(R6.0-Cond.) (DGM of 0.000) 0 Btuh Sensible Zone Load 14787 Btuh EnergyGauge®/USRRZB 0.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Lot 27 5th Street Atlantic Beach, FL 32233-0000 6/3/2013 Component Loads for Room#2: 2nd Floor Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len H t Gross Shaded Unshaded Shaded Unshaded 10 2 NFRC 0.30,0.35 No No N 8.Oft 2.Oft 20.0 0.0 20.0 13 13 251 Btuh 11 2 NFRC 0.30,0.35 No No N 8.0ft 2.0ft 15.1 0.0 15.1 13 13 190 Btuh 12 2 NFRC 0.30,0.35 No No N 2.0ft 2.0ft 30.2 0.0 30.2 13 13 380 Btuh 13 2 NFRC 0.30,0.35 No No E 2.0ft 2.0ft 45.3 0.0 45.3 13 35 1594 Btuh 14 2 NFRC 0.30,0.35 No No E 2.0ft 2.Oft 16.0 0.0 16.0 13 35 562 Btuh 15 2 NFRC 0.30,0.35 No No E 2.0ft 2.Oft 8.0 0.0 8.0 13 35 281 Btuh 16 2 NFRC 0.30,0.35 No No S 2.0ft 8.0ft 45.3 20.7 24.7 13 15 635 Btuh 17 2 NFRC 0.30,0.35 No No S 2.0ft 5.0ft 21.0 21.0 0.0 13 15 264 Btuh 18 2 NFRC 0.30,0.35 No No W 2.0ft 4.0ft 8.0 0.0 8.0 13 35 282 Btuh 19 2 NFRC 0.30,0.35 No No W 2.0ft 4.0ft 60.4 0.0 60.4 13 35 2125 Btuh 20 2 NFRC 0.30,0.35 No No W 21.Of 2.Oft 10.0 10.0 0.0 13 35 126 Btuh Window Total 279 (sqft) 6690 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 7 Frame-Wood-Ext 0.08 19.0/0.0 134.6 1.6 212 Btuh 8 Frame-Wood-Ext 0.08 19.0/0.0 107.8 1.6 170 Btuh 9 Frame-Wood-Ext 0.08 19.0/0.0 565.2 1.6 891 Btuh 10 Frame-Wood-Ext 0.08 19.0/0.0 260.7 1.6 411 Btuh 11 Frame-Wood-Ext 0.08 19.0/0.0 588.5 1.6 928 Btuh 12 Frame-Wood-Ext 0.08 19.0/0.0 52.0 1.6 82 Btuh Wall Total 1709(sqft) 2694 Btuh Doors Type Area (sqft) HTM Load 3 Insulated-Exterior 20.0 13.3 267 Btuh 4 Insulated-Exterior 10.0 13.3 133 Btuh Door Total 30 (sqft) 400 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Unvented Attic/Light/Shingle 0.048 1.0/19.0 1919.0 1.15 2204 Btuh Ceiling Total 1919(sqft) 2204 Btuh Floors Type R-Value Size HTM Load 2 Interior 0.0 1604(sqft) 0.0 0 Btuh 3 Raised-Open 19.0 315(sqft) 0.7 205 Btuh Floor Total 1919.-O (sgft) 205 Btuh Zone Envelope Subtotal: 12193 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.45 17271 0.46 125.6 2485 Btuh Internal Occupants Btuh/occupant Appliance Load gain 5 X 230 + 0 1150 Btuh Sensible Envelope Load: 15828 Btuh Duct load Average sealed,Supply(R6.0-Cond.),Retum(R6.0-Cond.) (DGM of 0.000) 0 Btuh Sensible Zone Load 15828 Btuh EnergyGauge®/USRRZB 0.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Lot 27 5th Street Atlantic Beach, FL 32233-0000 6/3/2013 The following window Excursion will be assigned to the system loads. Windows October excursion for System 1 1116 Btuh July excursion for System 2 0 Btuh Excursion Subtotal: 1116 Btuh Duct load 0 Btuh Sensible Excursion Load 1116 Btuh EnergyGauge®/USRRZB v3.1 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Lot 27 5th Street Atlantic Beach, FL 32233-0000 6/3/2013 SYSTEM GROUPS(BLOCK LOADS) Sensible Envelope Load 14787 Btuh Window Excursion 1116 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of 0.000) 0 Btuh (Includes 0 Btuh due to window excursion) Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 15903 Btuh 1 Latent infiltration/ventilation gain 5329 Btuh Serving Zones: Latent duct gain 0 Btuh 1 Latent occupant gain 200 Btuh Latent other gain 0 Btuh Total block load 21432 Btuh Sensible Envelope Load 15828 Btuh Window Excursion 0 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of 0.000) 0 Btuh Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 15828 Btuh 2 Latent infiltration/ventilation gain 4523 Btuh Serving Zones: Latent duct gain 0 Btuh 2 Latent occupant gain 1000 Btuh Latent other gain 0 Btuh Total block load 21351 Btuh EnergyGauge®/USRRZB 0.1 Page 4 Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Lot 27 5th Street Atlantic Beach, FL 32233-0000 6/3/2013 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 31731 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 31731 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 31731 Btuh Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 9852 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain (6.0 people @ 200 Btuh per person) 1200 Btuh Latent other gain 0 Btuh Latent total gain 11052 Btuh TOTAL GAIN 42783 Btuh EQUIPMENT 1. Central Unit # 24000 Btuh 2. Central Unit # 24000 Btuh *Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No),Blinds(B),Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed (IS-Insect screen:none(N), Full(F)or Half(%)) 10 (Ornt-compass orientation) Version 8 EnergyGauge®/USRRZB v3.1 Page 5 L�[LF1 . E COI FORM 405-10 - �.&JL FLORIDA ENERGY EFFICIENCY CODE FOR BUILDI Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 27 5th Street Builder Name: Elite Homes Inc. Street: Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach, FL,32233-0000 Permit Number: Owner: Elite Homes Inc. Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(4386.3 sqft.) Insulation Area a.Frame-Wood, Exterior R=19.0 4386.30 ft2 2. Single family or multiple family Single-family b.N/A R= ft2 3. Number of units,if multiple family 1 c. N/A R- ft2 4. Number of Bedrooms 5 d.N/A R= ft2 10.Ceiling Types (1919.0 sqft.) Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=19.0 1919.00 ft2 6. Conditioned floor area above grade(ft2) 3523 b.N/A R= ft2 c.N/A R= ft2 Conditioned floor area below grade(ft2) 0 11.Ducts R ft2 7. Windows(592.5 sgft.) Description Area a.Sup: 1st Floor,Ret:1st Floor,AH:2nd Floor 6 352.3 a. U-Factor: Dbl, U=0.35 592.53 ft2 b.Sup: 2nd Floor, Ret:2nd Floor,AH:2nd Floor 6 352.3 SHGC: SHGC=0.30 b. U-Factor: NIA ft2 12.Cooling systems kBtu/hr Efficiency a.Central Unit 24.0 SEER:13.00 SHGC: b.Central Unit 24.0 SEER:13.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 24.0 HSPF:7.70 SHGC: b. Electric Heat Pump 24.0 HSPF:7.70 Area Weighted Average Overhang Depth: 4.925 ft. Area Weighted Average SHGC: 0.300 14.Hot water systems a.Propane Tankless Cap: 1 gallons 8. Floor Types (3523.0 sqft.) Insulation Area EF:0.840 a.Slab-On-Grade Edge Insulation R=0.0 1604.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 1604.00 ftz None c.other(see details) R= 315.00 ft2 15.Credits None Glass/Floor Area: 0.168 Total Proposed Modified Loads: 46.85 PASS Total Standard Reference Loads: 77.21 1 hereby certify that the plans and specifications covered by Review of the plans and 0�.111E 5rA3. this calculation are in compliance with the Florida Energy specifications covered by this .y Oma, Dgitaiy signed by Timothy D.Gardner calculation indicates compliancevj n„ Code. Timothy D. ON:CN=TimWhy D.Gardner,C= _== US,O=USA HERS with the Florida Energy Code. F' f„+it '"� `` "'-•'"�' t Reason:I attest to the accuracy and - -t- ::,•.p •'•"... d ��+T'o PREPARED BY: rin ll - rdegdt"d1hOfi.03cuisdomen1 Before construction is complete - maDate:2013. 1448:30 DATE: _ _ this building will be inspected for O a compliance with Section 553.908 I hereby certify that this building,as designed,is in compliance Florida Statutes. wt with the Florida Energy Code. COO OWNER/AGENT: _ _ BUILDING OFFICIAL: DATE: DATE: Compliance requires an envelope leakage test report, by a Florida Class 1 Rater, in accordance with Table B-1.1.2. 6/3/2013 1:07 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Lot 27 5th Street Bedrooms: 5 Address Type: Lot Information Building Type: User Conditioned Area: 3523 Lot# 27 Owner: Elite Homes Inc. Total Stories: 2 Block/SubDivision: 5th Street #of Units: 1 Worst Case: No PlatBook: Builder Name: Elite Homes Inc. Rotate Angle: 0 Street: Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach , Family Type: Single-family FL, 32233-0000 New/Existing: New(From Plans) Comment: CLIMATE V// IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 1604 19248 2 Block2 1919 17271 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 1604 19248 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1919 17271 No 5 4 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 193.5 ft 0 1604 ft2 ---- 0.6 0.2 0.2 2 Floor Over Other Space 2nd Floor ---- ---- 1604 ftz 0 0 0.5 0.5 3 Raised Floor 2nd Floor ---- ---- 315 ftz 19 0 0.5 0.5 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2400 ftz 0 ftz Medium 0.85 No 0.9 No 19 36.9 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 1919 ftz N N 6/3/2013 1:07 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Unvented) 2nd Floor 1 1919 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below y Ornt To Wall TypeFt In Ft o _ 1 N Exterior Frame-Wood 1st Floor 19 13 8 12 164.0 ft2 0.23 0.5 0 _ 2 N Exterior Frame-Wood 1st Floor 19 7 5 12 89.0 ft2 0.23 0.5 0 _ 3 N Exterior Frame-Wood 1st Floor 19 13 9 12 165.0 ft2 0.23 0.5 0 _4 E Exterior Frame-Wood 1st Floor 19 55 8 12 668.0 ft2 0.23 0.5 0 _ 5 S Exterior Frame-Wood 1st Floor 19 39 10 12 478.0 ft2 0.23 0.5 0 _ 6 W Exterior Frame-Wood 1st Floor 19 67 12 804.0 ft2 0.23 0.5 0 7 N Exterior Frame-Wood 2nd Floor 19 21 1 9 189.8 ft2 0.23 0.5 0 _ 8 N Exterior Frame-Wood 2nd Floor 19 15 4 9 138.0 ft2 0.23 0.5 0 9 E Exterior Frame-Wood 2nd Floor 19 70 6 9 634.5 ft2 0.23 0.5 0 _10 S Exterior Frame-Wood 2nd Floor 19 36 4 9 327.0 ft2 0.23 0.5 0 _11 W Exterior Frame-Wood 2nd Floor 19 73 9 657.0 ft2 0.23 0.5 0 12 W Exterior Frame-Wood 2nd Floor 19 8 9 72.0 ft2 0.23 0.5 0 DOORS # Ornt Door Type Space Storms U-Value Ft In In FtWidthArea 1 N Insulated 1st Floor None .46 3 8 24 ft2 2 E Insulated 1st Floor None .46 2 8 6 8 17.8 ft2 3 N Insulated 2nd Floor None .46 3 6 8 20 ft2 4 W Insulated 2nd Floor None .46 1 6 6 8 10 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.35 0.3 34.0 ft2 8 ft 0 in 1 ft 0 in None None 2 N 2 Vinyl Low-E Double Yes 0.35 0.3 5.4 ft2 10 ft 0 in 2 ft 6 in None None 3 N 3 Vinyl Low-E Double Yes 0.35 0.3 34.0 ft2 2 ft 0 in 5 ft 0 in None None 4 E 4 Vinyl Low-E Double Yes 0.35 0.3 17.0 ft2 2 ft 0 in 12 ft 0 in None None 5 E 4 Vinyl Low-E Double Yes 0.35 0.3 16.0 ft2 2 ft 0 in 3 ft 0 in None None 6 E 4 Vinyl Low-E Double Yes 0.35 0.3 21.3 ft2 2 ft 0 in 12 ft 0 in None None 7 S 5 Vinyl Low-E Double Yes 0.35 0.3 21.3 ft2 11 ft3 in 2 ft0 in None None 8 S 5 Vinyl Low-E Double Yes 0.35 0.3 96.0 ft2 11 ft 3 in 2 ft 0 in None None 9 W 6 Vinyl Low-E Double Yes 0.35 0.3 68.0 ft2 2 ft 0 in 12 ft 0 in None None 10 N 7 Vinyl Low-E Double Yes 0.35 0.3 20.0 ft2 8 ft 0 in 2 ft 0 in None None 11 N 7 Vinyl Low-E Double Yes 0.35 0.3 15.1 ft2 8 ft 0 in 2 ft 0 in None None 12 N 8 Vinyl Low-E Double Yes 0.35 0.3 30.2 ft2 2 ft 0 in 2 ft 0 in None None 13 E 9 Vinyl Low-E Double Yes 0.35 0.3 45.3 ft2 2 ft 0 in 2 ft 0 in None None 14 E 9 Vinyl Low-E Double Yes 0.35 0.3 16.0 ft2 2 ft 0 in 2 ft 0 in None None 15 E 9 Vinyl Low-E Double Yes 0.35 0.3 8.0 ft2 2 ft 0 in 2 ft 0 in None None 6/3/2013 1:07 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 16 S 10 Vinyl Low-E Double Yes 0.35 0.3 45.3 ft2 2 ft 0 in 8 ft 0 in None None 17 S 10 Vinyl Low-E Double Yes 0.35 0.3 21.0 ft2 2 ft 0 in 5 ft 0 in None None 18 W 11 Vinyl Low-E Double Yes 0.35 0.3 8.0 ft2 2 ft 0 in 4 ft 0 in None None 19 W 11 Vinyl Low-E Double Yes 0.35 0.3 60.4 ft2 2 ft 0 in 4 ft 0 in None None 20 W 12 Vinyl Low-E Double Yes 0.35 0.3 10.0 ft2 21 ft 0 in 2 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000395 3651.9 200.48 377.04 .3746 6 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:7.7 24 kBtu/hr 1 sys#1 2 Electric Heat Pump None HSPF:7.7 24 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block, Ducts 1 Central Unit Split SEER:13 24 kBtu/hr 720 cfm 0.7 1 sys#1 2 Central Unit Split SEER: 13 24 kBtu/hr 720 cfm 0.75 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation- 1 Propane Tankless Exterior 0.84 1 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF — None None ft2 DUCTS / --Supply--- ---Return--- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 1st Floor 6 352.3 ft 1st Floor 88.075 Default Leakage 2nd Floor (Default) (Default) 1 1 2 2nd Floor 6 352.3 ft 2nd Floor 88.075 Default Leakage 2nd Floor (Default) (Default) 2 2 6/3/2013 1:07 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Programable Thermostat:None Ceiling Fans: Jan F M Apr jMa a May Aug Jun Heating Dec Jan Feb Mar �X�Apr € May rj Jun lX�Jul lX�Aug lX�Sep Oct �X�Nov �Oct NovX�Dec Venting Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 6/3/2013 1:07 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT#: Atlantic Beach, FL, 32233-0000 MANDATORY REQUIREMENTS SUMMARY- See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heatingand controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. - Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to= R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 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. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 6/3/2013 1'07 PM 9Y 9 Ener Gau e®USA-FlaRes2010 Section 405.4.1 compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 61 The lower the EnergyPerformance Index,the more efficient the home. Atlantic Beach, FL, 32233-0000 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area a.Frame-Wood, Exterior R=19.0 4386.30 ft2 2. Single family or multiple family Single-family b.N/A R= ftz 3. Number of units,if multiple family 1 c.N/A R= ftz 5 d.N/A R= ftz 4. Number of Bedrooms 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=19.0 1919.00 ftz 6. Conditioned floor area(ftz) 3523 b.N/A R= ftZ c.N/A R= ftz 7. Windows" Description Area 11.Ducts R ftz a. U-Factor: Dbl, U=0.35 592.53 ftz a.Sup:1st Floor,Ret:1st Floor,AH:2nd Floor 6 352.3 SHGC: SHGC=0.30 b.Sup: 2nd Floor, Ret:2nd Floor,AH:2nd Floor 6 352.3 b. U-Factor: N/A ftz SHGC: 12.Cooling systems kBtu/hr Efficiency ftz a.Central Unit 24.0 SEER:13.00 c. U-Factor: N/A b.Central Unit 24.0 SEER:13.00 SHGC: d. U-Factor: N/A ftz kBtu/hr Efficiency 13. Heating systems y SHGC: a.Electric Heat Pump 24.0 HSPF:7.70 Area Weighted Average Overhang Depth: 4.925 ft. b.Electric Heat Pump 24.0 HSPF:7.70 Area Weighted Average SHGC: 0.300 Insulation Area 14.Hot water systems Cap: 1 gallons 8. Floor Types z a.Propane a.Slab-On-Grade Edge Insulation R=0.0 1604.00 ft EF:0.84 b.Floor Over Other Space R=0.0 1604.00 ftz b. Conservation features c.other(see details) R= 315.00 ftz None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for BuildingO�TKE ST,gl� Construction through the above energy saving features which will be installed (or exceeded) _- p in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: _ Date: Q p Address of New Home: City/FL Zip: C00 W'>EE -- - W *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 27 5th Street Builder Name: Elite Homes Inc. Street: Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach, FL,32233-0000 Permit Number: Owner: Elite Homes Inc. Jurisdiction: 261100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/doorjambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit,or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace I Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ;r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002832 Date 7/02/13 Property Address . . . . . . 360 5TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 400000 -------------------------------------------------------- Application desc NEW HOME ----------------------------------------------------- Owner Contractor - ------------------------ ----------------------- AF AB VENTURE LLC ELITE HOMES INC. 357 12TH ST 357 12TH ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 349-2803 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X -------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . NELSON PLUMBING CO. INC. Permit Fee . . . . 258 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/29/13 ---------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to ,t,�h�,ee property PERMIT IS�PM.VED 16RIjinI 4�Nrp44V'IPRL� FINfiANYW'BER(4� D'tPYAN�R A�'PI"OI'HE FLORIDA BUILDING CODES. J 111 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00002832 Date 7/02/13 ----------------------------------------------------------------------- Special Notes and Comments right-of-way. Full right-of-way restoration, including sod, is required. 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. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *PROVIDE FINAL ELEVATION CERTIFICATE PRIOR TO C.O. A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. *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 *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ----------------------------------------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 3 . 87 STATE PLBG DBPR SURCHARGE 3 . 87 -------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 258 . 00 258 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 7 . 74 7 . 74 . 00 . 00 Grand Total 265 . 74 265 . 74 . 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) 247-58826 Fax(904) 247-5845 I d r� PERMTr# 13 r JOB ADDRESS: �� LC/+ ' ` NEW OR REPLACEMENT INSTALLATION: Project Value s TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan g SlopSink FFountain Floor Thre 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 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 ** ** SJRWD 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 Pea 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 Plumbing Company 2�SGn_P) M bl t`�-si Co `1 V)C Office Phone �6�_ � 6 0 Fax X- �13 Co. Address: l 1 a`A - l Tai F C' O\, State_n Zip 3 License Holder(P22-�� rint : __ ( �T1 N) t'�S to ertification/Registration# C R U� `w , l t .SignaturY�LNAs�.Jjf aH der :Sroti °�s Notary Publi -State o on a 20 = •__My Comm.Expires Nov 16,zols worn and subscri ed before me s day of '�— =,� T, Commission#EE 137475 ''-?,�;;;.•° sooaed Through N86081 Nauy Assn. ignature of Notary Public ' It CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002832 Date 8/23/13 Property Address . . . . . . 360 5TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 400000 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ AF AB VENTURE LLC ELITE HOMES INC. 357 12TH ST 357 12TH ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 349-2803 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . HWK MECHANICAL INC (BEEHIVE) Permit Fee . . . . 143 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/19/14 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge o}}f..�� pavemenntt to ll ptthe�e property PERMIT IS Ai TD OA%i41qfA@r gCIrR& ARE C%%S4 R q IC_SE'A 'CJRDINA L AN�4& FLORIDA BUILDING CODES. IS CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 J3il�� Page 2 Application Number . . . . . 13-00002832 Date 8/23/13 ------------------------------------------------------ Special Notes and Comments right-of-way. Full right-of-way restoration, including sod, is required. 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. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *PROVIDE FINAL ELEVATION CERTIFICATE PRIOR TO C.O. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *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 *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ----------------------------- Other Fees . . STATE MECH DCA SURCHARGE 2 . 15 STATE MECH DBPR SURCHARGE 2 . 15 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----- ---------- ---------- Permit Fee Total 143 . 00 143 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 30 4 . 30 . 00 . 00 Grand Total 147 . 30 147 . 30 . 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 2 Ph(904) 247-5826 Fax (904) 247-5845 .TOB ADDRESS: LJ 60 �rN PERMTr PROJECT VALUE $ NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATIONwL Air Conditioning: Unit Quantity �?— Tons Per Unit 1_S Heat: Unit Quantity—sem BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION ARI# Air Conditioning: Unit Quantity Tons Per Unit REQUIRED 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 Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) 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 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 COY/�'�-� Z-/;�'? Phone Numbery9 D11.4 Lei- yo4�-Y79- 9oY-P7 t Mechanical Company4(4k/ylf,Cll 4A1a4& Dvc. m Z g a Office Phone -A 1 Fax Cot 1 Cr Co. Address: 4132 DZ14TZ L 44 L City eA�UA t-4r-n State f:7— Zip 3 2-O License Holder(Print): W&S G •U)Z_-1SbtJ St e ification/Registration# Notarized Signature of License Holder Sworn and subsc bed before me#Vs `U day(�of ' 20 KRISTINA T.WILSON Signature of Notary Public Notary Public,State of Florida My Comm.Expires April 21,2016 Commission No.EE 188868 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ►� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002832 Date 8/28/13 Property Address . . . . . . 360 STH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 400000 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ AF AB VENTURE LLC ELITE HOMES INC. 357 12TH ST 357 12TH ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 349-2803 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW SERVICE Sub Contractor KNIGHT ELECTRIC LLC Permit Fee . . . . 125 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/24/14 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge o}f- pavement to, the property _4J& PERMIT IS�AVED S�L ��1 ►NIF�A�LL"f`YFY OI� tNEI'Oi2DIAN A�VeIHE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEAM 800 SEMINOLE RAD r) ATLANTIC BEACH, FL 32233 J INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00002832 Date 8/28/13 ---------------------------------------------------------------------------- Special Notes and Comments right-of-way. Full right-of-way restoration, including sod, is required. 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. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *PROVIDE FINAL ELEVATION CERTIFICATE PRIOR TO C.O. A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. *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 *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 125 . 00 125 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 129 . 00 129 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION 42 CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 Ph (904) 247-5826 Fax (904) 247-5845 p JOB ADDRESS: J 7 ST/-e-q-- PERMIT JEA INFORMATION REQUIRED ON ALL PERMITS aD AMPS VOLTS PHASE VALUE OF WORK$ NEW SERVICE ❑ Overhead ❑ Underground Underground up Pole ❑Residential(Main) Service � ❑0-100 amps ❑101-150amps L151-200amps !_' amps # of Meters -j Commercial(Main) Service ❑0-100 amps ❑101-150amps ❑151-200amps []_amps ❑CT Service amps Conductor Type Size --Multi-Family(Main) Service ❑0-100 amps [110 1-1 50amps ❑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 ECT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-30amps 31-l 00amps 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 KVA :i 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 NameI/ Phone Number Electrical Company TnrrrArr �Z.cnyt,•C__ j Office-�P^ "hone /,�4�?- Fax 2W-M13 Co. Address: 1/k t City _1�1� h. State Zip 32 G License Holder (Print): p r . 4 r State Certification/Registration# �'P/30(2 S'L3 Notarized Signat '. SHIRLEY L GRAHAM ,.. c nt4+Mlss�� e is 0 2 fat` 4 2 •` APIRES:February dundedThruNot IiCUnderwritersA/ 4::�� . Notary Pblic �S yL�jr 1 CITY OF ATLANTIC BEACH . j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003396 Date 9/11/13 Property Address . . . . . . 360 5TH ST Application type description MECHANICAL GAS PIPING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1p gas ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ AF AB VENTURE LLC FLORIDA PROPANE PARTNERS 357 12TH ST DBA:GRIFFIS GAS & MACK GAS ATLANTIC BEACH FL 32233 115 B SOLANO RD PONTE VEDRA BEACH FL 32082 (904) 543-4343 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL GAS PIPE PERMIT Additional desc . . Permit Fee . . . . 90 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/10/14 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 90 . 00 90 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 94 . 00 94 . 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 JOB ADDRESS: 3 � 0 5-rl^— —� PERMIT# 0000 15P 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 Rating Duct Systems: Total CFM REQUIRED 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 Manual J documentation required on residential change out 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 Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty 1 Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets T— Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's #Water Heaters �_ Solar Collection Systems Tanks (gallons) Wells OTHER: ?ermit becomes void if work does At commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read his 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 iot. 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 F7 I a_:P - 88 Tfimm_�Office Phone ax �o. Address: City State Zip 3D_Z_a ' License Holder(Print): �a. O State Certification/Registration# Votarized Signature of License Holder Before me this day of 20 Signature of Notary Public C, CITY OF ATLANTIC BEACH i 800 SEMINOLE ROAD -r ATLANTIC BEACH, FL 32233 J INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003348 Date 9/04/13 Property Address . . . . . . 360 STH ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------------- Application desc LOW VOLTAGE ----------------------------------------- Owner Contractor -------------- ------------------------ AF AB VENTURE LLC PROTECTION GROUP USA INC 357 12TH ST 1556 WHITLOCK AVE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 ---------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . . 00 Permit Fee . . . . 90 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/03/14 _ ----------------------------- Other Fees . STATE ELEC DCA SURCHARGE 2 . 00 STATE ELEC DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited ----Due--- _ _ ---------- -- --------- ---------- Permit Fee Total 90 . 00 90 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 94 . 00 94 . 00 . 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: -�lN I�F�J s AI A;U-- f�fT�1� _ PERMIT# JEA INFORMATION REQUIRED ON ALL PERMITS AMPS VOLTS PHASE VALUE OF WORK$ �3 ) NEW SERVICE ❑ Overhead ❑ Underground ❑T Underground up Pole `Residential(Main) Service # of Meters -0-100 amps -101-150amps ==151-200amps _ amps -Commercial(Main) Service - ams -CT Service amps -0-100 amps -101-150amps -151-200amps - P Conductor Type Size -Multi-Family(Main) Service - # of Unit Meters -0-100 amps 101-.101 -151-200amps __amps -Temporary Pole ❑ amps SERVICE UPGRADE amps CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) -100amps -150amps -200amps amps -CT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. s Appliances: 0-30amps outlets/Switches: 0-30amps 31-100amps P 31-l 00amP s 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS KV A -Motors hp -Swimming Pool - Sign Smoke Detectors_Qty -Transformers FIRE ALARM SYSTEM (Requires 3 sets of plans) VALUE OF WORK,S Qty volts/amps REpAERS/NIISCELLANEOUS -Replace Burnt/Damaged Meter Can -Safety Inspection _Panel Change -OH to UG ig'Other: �-OGU VoL�� Permit becomes void if work does not comb nt a thinnd arect Allsix tp provisions ons o or of laws and ordwork is inances govemed or i g thisd for 'work willl be complieds. I hereby rtwith whether ify that I e read this application and know the same to 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 o construction. Property Owners Name �1 "rl S S v� Phone Number _ '�Q,o�GT1 o� Electrical Company G f2Uk P ttS 4- Office PhoneFa'FIO`1,-- )- f3 Co. Address: 1 %(c W}�7Tc-�- City"�++c,>i6So.,�vj U- ._ State Zip 3 License Holder(Print): State Certification/Registration# XZ-Q=zzq Notarized Signature of License Holder MIC4IELE M.SPEAKER 13— Sworn ands scribed before me this �� day of rvfi►� 20 Notary Public-State of Florida 'a My Comm.Expires NOVO,2016 Signature of Notary Public Commission#EE 843836