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327 5th St 2014 New Home CITY OF ATLANTIC BEACH �-� 800 SEMINOLE ROAD J =". ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 14-00000091 Date 2/05/14 Property Address . . . . . . 327 STH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 400000 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BUCKLAND, JAMIE & DEBBIE ELITE HOMES INC. 4855 APACHE AVE 357 12TH ST JACKSONVILLE FL 32210 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 . . . . 1380 . 00 Plan Check Fee 690 . 00 Issue Date . . . . Valuation . . . . 400000 Expiration Date . . 8/04/14 ---------------------------------------------------------------------------- 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 . Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must beinstalled and PERMIT IScap�'dNPXI 1QXC�A�@ei�V�i�S C yOIQk�L�Xrig!LRV i�NCES AND THE FLORIDA BUILDING CODES. ms 's CITY OF ATLANTIC BEACH j s) 800 SEMINOLE ROAD J ~" ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 14-00000091 Date 2/05/14 ------------------------------------------------------------- Special Notes and Comments 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 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 PER ATTACHED LETTER, APPLICANT WILL SUBMIT SEPARATE FENCE AND PERGOLA PERMITS. ---------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 20 . 70 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 20 . 70 SEWER SDC-SYSTEM DEV CHG 4050 . 00 UTIL REV PRE APP >3 HRS 50 . 00 WATER CONNECT/TAP & METER 800 . 00 WATER CROSS CONNECTION 50 . 00 WATER SDC-SYSTEM DEV CHG 1140 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1380 . 00 1380 . 00 . 00 . 00 Plan Check Total 690 . 00 690 . 00 . 00 . 00 Other Fee Total 6281 .40 6281 .40 . 00 . 00 Grand Total 8351 . 40 8351 . 40 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH Building Department j 800 Seminole Road Atlantic Beach,Florida 32233 r ..; Fs (904)247-5800 FILE Cap PLAN REVIEW COMMENTS" Permit Application # /y — �'/ Property Address: -.3d7 5-74A S7,- Applicant: 661e- Project: f>1e-Project: This permit application has been: Approved 12�Reviewed and the followingitems need attention: OR M P tr i d y- Please re-submit your application when these items have been completed. Reviewed By: , /),I� Date: ��tr - � 7V TO: Rick Carper Director, City of Atlantic Beach, Public Works FROM: Chris Lambertson ZK. Elite Homes, Inc DATE: February 3, 2014 SUBJECT: 3275 th street 1) Dumpster location is on Construction Management Plan and will be on private property 2) We will use approved dumpster company 3) Erosion Control has already been put in place and inspected by Freddie Daniels and approved 4) Right of way will be fully restored at the completion of construction. r ` s� CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904)270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date:/—3O/ Project Address: 3z7 _ No. of Units: Commercial Residential ✓ Multi-Family 3/ New Water Tap(s) & Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer Name: '/t1�'f�127�� Applicant Address: City: Atlantic Beach State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) G/ CITY STAFF USE ONLY Application# ✓ 7 " � � Water System Development Charge $ Sewer System Development Charge $1 OSU. urs Water Meter Only $ Water Meter Tap $ [Z (notes) Sewer Tap $ Cross Connection $ ,0, G07 Other $ TOTAL $ �� v APPROVED: (Utility Direct r or Au orized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED s-%�+vr City of Atlantic Beach s r . �l' APPLICATION NUMBER Building Department =BY: 'o be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 - Q 9 }` z Phone(904)247-5826 • Fax(904) E-mail: building-dept@coab.us r"ate routed: / Z L f City web-site: http://www.coab.us APPLICATION REVIEW AND TRACk _ANG FORM Property Address: _S2 _7 S M Jr e nt review required Yes No Ri Applicant: �L/ j �j�s Planning &Zonin ri trs ator Project: N-:50-:5 0 14 7)/7I Public U is Ula` aes U i a J tY Fire SeR. ;s Review fee $ 6t) be"O"t"'81"' batur& Other Agency Review or Permit Required Review or Recei Date Florida Dept. of Environmental Protection of Permit Verified 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: QApproved. Denied. (Circle one.) Comments: p BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. - Second Review: Approved as revised. ❑Denied PUBLIC WORKS Comments: PUBLIC UTILITIES ( '1� �_� �'O.Oee PUBLIC SAFETY Reviewed by: Date: � FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach EDate LICATION NUMBER Building Department 800 Seminole Road ned by the Building Department.) Atlantic Beach, Florida 32233-5445 - 0 9 Phone (904)247-5826 • Fax(904)247-5845 / E-mail: building-dept@coab.us : City web-site: http://www.coab.us APPLICATION REVIEW AND TRACE .ING FORM Property Address: S Z ? .5`7;Y Jr epartns�nt review required Yes No Applicant: L/7_AC A p7 Planning &Zonin ^/ strator Project: /V � 0 /!'I �, Public u is Utilities u is afe y Fire Services Review fee $ - Dept Signature Other Agency Review or Permit Required Review or Receip' 17 Date Florida Dept. of Environmental Protection of Permit Verified 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: BUILDING11 How 14/) ed PLANNING &ZONINGNt acAde 5 S1Q R iewed by- Date: TREE ADMIN. Second Review: proved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES, 49�td 'e J et!at PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 !-�Lvrl" City of Atlantic Beach %A Building Department RECEI�TE+ D APPLICATION NUMBER 800 Seminole Road (To be assigned by the Building Department.) �r Atlantic Beach, Florida 32233-5449 JAN 2 3 2014 09 Phone(904)247-5826 • Fax(9041247-5845 E-mail: building-dept@coab.us BY: City web-site: http://www.coab.us date routed: / Z L APPLICATION REVIEW AND TRACE- ING FORM Property Address: Z ? S rn Jr e132rt at review required Yes No Applicant: L A076 s Planninc x Zonin r,.." s rator Project: N� 0 �/� Public' I.. . u is Utilities u is a ety Fire Services Review fee $_ Dept Signatur Other Agency Review or Permit Required Review or Receip- Date Florida Dept. of Environmental Protection of Permit Verified 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: �Igpproved. I--' ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: b J TREE ADMIN. Date: Second Review: []Approved as revised. ❑Denied. WOR S Comments: P BLI UTILITIES 50- 1 fy P LIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 �;;51 `�; City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Q Phone(904)247-5826 • Fax(904)247-5845 / E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: d Z ? S Jr nt review required Yes No Applicant: L/ r j /yj�s IFire ing &Zonin ^/ strator Project: /V , �n7 Utilities U a ety ervices Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: , BUILDIN PLANNING &ZONING n / Reviewed by: Date: , TREE ADMIN. Second Review: []Approved as revised. ❑ nied. 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 Comp. By: RLC Date: 2/3/2014 Public Works Department City of Atlantic Beach Permit No: 14-0091 Address: 327 5th Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V=Volume of Runoff C = Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = ft 2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 7,500 1.00 0.00 Pervious 7,500 7,500 0.20 0.20 Runoff Coefficient(C)= 0.20 Runoff Volume V= 0.20 x 7,500 x 9.3 / 12 V= 1,163 ft3 Postdevelopment Runoff Volume: Lot Area (A) = ftz Runoff Coefficient Area Lot Area Description (ft2) (ft) "C" Wtd "C" Impervious 3,586 7,500 1.00 0.48 % IMP 48% Pervious 3,914 7,500 0.20 0.10 Runoff Coefficient(C)= 0.58 Runoff Volume V= 0.58 x 7,500 x 9.3 / 12 V= 3,386 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 3,386 - 1,163 DV= 2,223 ft3 Retention-327 Copy of 327 5th st-onsite Retention w-grndrevised 13114 2/3/2014 ; Comp. By: RLC Date: 2/3/2014 of N ��Jii rr Public Works Department City of Atlantic Beach Permit No: 14-0091 Address: 327 5th Street Provided Storage: Elevation Area Storage (ft) (ft) (ft) 10.0 2,100 0 BOTTOM 10.3 2,294 732 TOB Elevation Area Storage (ft) (ft) (ft3) 0.0 {) BOTTOM 0.5 ) TOB Elevation Area Storage (ft) (ft) (ft3) BOTTOM 0. 0 TOB Inground storage=A*d*pf A=Area= 2294.0 d=depth to ESHWT= 3.0 pf= pore factor= 0.3 Inground Storage= 2064.6 ft3 Required Treatment Volume= 2,223 ft3 Supplied Treatment Volume= 2,797 ft3 Retention-327 Copy of 327 5th st-onsite Retention w-grndrevised 13114 2/3/2014 BUILDING PERMIT APPLICATION [FNOV UCITY OF ATLANTIC BEACH 25 2013800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 3j2-1 +h �5+ Permit Number: Legal Description L,-F 12 3)ocAL -7 • Parcel # Floor Area of Sq.Ft.. Sq Ft Valuation of Work$_q,60,ooD Proposed Work heated/coo* non-heated/coop♦► Class of Work(circle one): AS, Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial Residential If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No OTD Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: 6.vs� Property Owner Information: Name: 1 t e Uuc-14A,"o Address: L4Iacie- e�r Cit-11 c vv 1 State Zip 3ZZ a Phone god- *E-Mail or Fax#(Optional) Contractor Information: Company Name: 5 Qualifi,in Agent: (k rt,> Lib f3 wu Address: 355 l 5r City ,cwfic_ &Ac.0, State IF- _ Zip 3d,933 Office Phone 3 °I-Zgo3 Job Site/Contact Number cfki's ,349 X03 Fax-# 2-141 -971R' State Certification/Registration# Architect Name&Phone# Engineer's Name&Phone# ref;,,, o - 881,- a o Fee Simple Title Holder Name and Addre s s o A,/z Bonding Company Name and Address 416Mortgage Lender Name and Address .Application is hereby made to obtain a permit to do the work and installations as indicated. 1 eer tiff,that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void rf work is not commenced within six(6)months, or if construction or work is suspended or abandoned for apenod of sir(6)months at any time after work is commenced I understand that separate permits must be secured for Electrical [fork PGunbing, Signs, Wells, Pools, Furnaces, Boilers,Heaters, Tanks and Air Conditioners,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certif fi,that 1 have read and examined thisapplication and know the same to be true and correct. All provisions of laws and ordinances governing this tape o work will be complied with whether speci led herein or not. The granting of a permit does riot presume to give authority to violate or cancel the provisions of any of r federal,state, or local law regulating const coon or the performance of construction. 6 Signature of Owner '!�`h Signature of Contractor Print Name r Print Name i Arl .... ................_............................. Sworn and subscribes)before me Swor d subscrib efore me ' this�Day of vy-nw e.- 20 /3 thi Dav of ��v/ •°��a'�P�a'�. JOSE ROMBOLA JENMFERWALKER <ary PUb11C r n MY COMMISSION#FF 011480 Notary Public-NcttWIFUb1 EXPIRES:Apri124,2017 My Comm.Expires Apr 17,2015 8f,f.. BondedThruNetayPublic Underwriters commission #EE 85066 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 JAN 2 2 014 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 3J7 S' 6t,-,e-f- y Permit umber: Legal Description t 2 blvc 1t 7 C 14-k- Nn. a 5�6 a,,;, L,� Aarcel # 16 q,�b -C)/or Floor ea o t. Valuation of Work q(z � Proposed Work heated/cooled 9ct3q non heated/cooledi`_ ( Class of Work(circle one): e: • Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial *esideen 'alb If an existing structure,is a fire sprinkler system installed? (Circle one): —Yes No N/A Florida Product Approval# ems For multiple products use product approva orm Describe in detail the type of work to be performed:_.0 Property Owner Information• J�t� 1. � Name: u Address: `fi�u 55 ,q�t <-k e Am - CANT 1" cicState LZip 3Zz I c Phone__ 4 -57 t G E-Mail or Fax#(Optional) Contractor Information• Company Name: E I tfe PS T vc QualiA ing Agent: _ -fi t t7 bar -5; Address:_ 355 [1— Office I City . .�•N'..�ht o��k:4C.� State � Office Phone c�f- - $b3 Job Site/Contact Number o -�--Zip �;? State Certification/Registration#_ C � p5 q�0`G --- Architect Name&Phone# Engineer's Name&Phone# y Fee Simple Title Holder Name and Addr ss � � Bonding Company Name and Address .vim "` L - 0 Mortgage Lender Name and Address pplication is{terebv mcule to obtain a permit to do the work and installat{ons as indicated I certifi t{gat no" or installation has commenced p7ior to the and ' l ofa perm{fartd that al!work will he performed to meet the starrdarz/s ofall IaNs regulating consnvctiorr in this j:uisdiction. This pcantitbecomes nu// mut void trwork is trot commenced within sir(6)months, Or If COYlStrllcl7071 Or'N'o 7S SllSpended or aha;:,,ned for aperrod ofsir(6)months at arty time after work is conrmerrced. I understmtd that sepa(a permits must he secured rot Elec/rica[ Bork, Pltttnb; Sighs, K%[(s, pools, I'itrtraces, Boileis,Heaters, Tatefa mtd,4ir Cottditio"'n,etc WARNING TO OWNER: YOUR FAILURE TO RE, ORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TV kCE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FE - kNCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECOF 'SING YOUR NOTICE OF COMMENCEMENT. I/terebv eertifi,that I{rave read mul examined this a plication and know the sante to be trite and correct. .l provisiorrs of laws and orrlirrances goner ting this ro si work will he complied with whether sped red herein or not. The granting of a permit does 7 �presume to give authority to violate or cancel the Provisions ofarty other federal,state,or local t tits regulating const; lc " it or the performance ofconsm, Signature of Signature of Cot actor Print Name .r4 ..Y�NP .......... Print Name ao/� Sworn tQ and subscribed re me �- D subscribe before me Swo this of 20 ' this av of 20�� 1V0 liC r Y L.GRA .: oMMIS°oN#DUN /� �.` ^!fir, :ebrudN 14,? 4aa`•1 IE:VNIFE LKEP. Son&d Thru Notary public Unde lei 'c MY dMISSION#FF 0!13:P� rx K E' IES:Apol 24,2017 e sed 01.26.10 r Sonde 'rmu Notary Public Underwri ) BUILDING PERMIT APPLICATIONF ILE nn M UPY4- CITY OF ATLANTIC BEACH Seminole Road, Atlantic Beach FL 32233JAN 2 014 2 y 'Vii: Office (904) 247-5826 Fax (904) 247-5845 3(97 5 �!ee f' y Job Address: Permit Number: ` `� Legal Description Lot 12 I block 7 t e14+P. -1 arcel #- Floor Area o q. t. Sq.ft �1 Valuation of Work$ 'IM,OW Proposed Work heated/coole IP�Lnon-he�}ted/coo C Jr/ 3s7so m Class of Work(circle one): (Cep Addition Alteration Repair Move Demolition pool/spa window/door �7 Use of existing/proosed structure(s) (circle one): Commercial es>d If an existing structure, is a fire sprinkler system installed?(Circle one): es No N/A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed:_ NUJ I.2 4-n t <k A«>ye Property Owner Information: Name: Amts Quc*-1A dD Address: 4'3 SS APA-t✓�e. Ave Cite 7jlkcicC,v,vv,(le_ State—Zip -5&10 Phone boy- 6hcj -5110 E-Mail or Fax#(Optional) Contractor Information: Company Name: }� p5 Qualifying A ent: f 17 L4.-4b-er oN Address: 355 1 5.1-r� e-r City Aff r3 a cl, State r-L, _Zip 3a 39 Office Phone df- 316- ZO-3 Job Site/Contact Number "-3�f9- 0' Fax# 701- 0t.f I -77'ta State Certification/Registration# e L OS q,lqD Architect Name&Phone# Engineer's Name&Phone# y .,e�j ,,,wef/._ -cgqo Fee Simple Title Holder Name and Addr ss • A, Au3 4565 kcc- e Bonding Company Name and Address vfA Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work mrd installations as irulicated Icertifi that no work or installation has commenced prior to the issuance of a permit and that all work wrll be performed to meet the standarzls of all laws regulating construction inn this jurisdiction. This permit becomes null mrd void tf work isnot commenced within six(6)mondts,or if construction or work is srrspended or abmrdoned for apenod of six )months at any time a{ter work is commenced I understrntd that separate pernnits must be secured for Electrical 1{'ork, Plumbing, Signs, Wells,Pools, Furnaces,Boilers,Hearers, Ta'As and Air Conditioners,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I herebyeer ,that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of 4ifork will be complied with whether speci red herein or not. The granting of a permit does riot presume to give authority to violate or cancel the provisions of any other federal,state,or local I ,regulating construe n or the performance of construction. Signature of Signature of Contractor Print Name ( c �.�! Print Name Sworn and subscribed re me �[ Swo - subscribed before me 1 this of ZO !- this:!'Day of �'�X1 20 "I LT AA IN-ly LG (�MION#D� r5 r (PIREbruary 14,2rJFJIIJIFE P. F d'� '�onded Thm Public Unde COMMISSION#FF 0!1*?ke sed 01.26.10 P"" ryXPIRES:Apol 24,2017 jed Thai Notary Public UndenMtelf FILE COPY DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2 FLORIDA BUILDIN DE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: Development Size Habitable Space v v S ir Non-Habitable 5 S. Impervious area Miscellaneous Information Occupancy Group ( 3 Type of Construction-1Z Number of Stories 2 Zoning District � S - 2 Max. Occupancy Load Fire Sprinklers Required Flood Zone N ►q- C/onditions/Comments: mho/ -&a"r �eeoo-r >rvS : t-e Hubsch, Jeremy From: Chris Lambertson [chris@elitehomesfl.com] Sent: Wednesday, January 29, 2014 11:42 AM womlwb WNW To: Hubsch, Jeremy 3 * Cc: Greg Thomas Subject: Buckland - Fence and Pergola FILE C Jeremy, Would you please process the building permit without the fence and the pergola. I will let the architect know about the issues with the fence and pergola being within the setbacks. I will submit separately for the fence and pergola. Thanks, Chris Map Output Page 1 of 1 JAXGIS Property Information FI,LE CUTY , _._ T- t21d _. 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A � 3 a 0 a J z � y � N � O t V O N tta � O � O A � � � U � api � O � � � •> O y ra U bA N tzO N U N z 0O .a O o 3 �. IE o p $ o a. a� o zwo 0 xo o w COO a u x � 8 N M V to �D [� 00 O� UFli I IA t i 1 v O d I W O C O w a 0 a v rn A u 'CS 0 i 0. i as i C� O UV1 0 0 � y 'L3 aOi .0 O v Cd O Qty W 00 y� 4� O F F -O bA N ca bA O O � z04Lnwwu [� w x '- N M 'i [� -- N M et vi �O [— 00 O; O � § \ ^2 � k7� S k E � 2 � � � k / t o o § 2 2 2 c § 2 k ƒ A2 � / 0 A ■ � § 45' o S u » Q A » 0 2 q d / k $ ■ � § o G � U O � o a 41 7 G 2 7 Cd Q to § a C9. . 7 2 § to b 7a � � � \ 45 .k � � \ Z 7 — ' k . ƒ Cd o « 4 © 2 u .§ / u U 2 U F,-q d ® -Lumber designval es are in accordance with ANSI/TPI 1 section 6.3 stl'L'�5'S rely on lumber values established by others. ® FILE 'COPY s5� M!Tek RE: 131937- MiTek USA, Inc. Site Information: 6904 Parke East Blvd, Tampa,FL 33610-4115 Customer Info: Elite Homes Project Name: Buckland Residence Model: Lot/Block: Subdivision: Address: 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 Roof Load: N/A psf Floor Load: 55.0 psf This package includes 17 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name Date I 1 IT6100204 I F01 1/9/014 12 I T6100205 I F02 11/9/014 13 IT6100206 I F03 1 1/9/014 I WING RF`l! 4��DISPOSITION 14 I T6100207 I F04 11/9/014 1 SHOP DRA 15 I T6100208 I F05 11/9/014 16 I T6100209 I F06 11/9/014 I ATTENTION:Review of shop drawings is only for conformance with I7 76100210 F07 11/9/014 I the design concept of the project and does not relieve the contractor of responsibility for any deviation from the requirements of the shop 18 176100211 I F08 11/9/014 I drawings.contractor shall determine and verity all field measurements. 19 I T6100212 I F09 11/9/0141 Ci RETURNED FOR CORRECTION 110 IT6100213 I F10 11/9/014 I APPROVED 111 IT6100214 I F11 11/9/014 I ❑ APPROVED AS NOTED ❑ RETURNED WITHOUT ACTION 112 1T6100215 I F12 11/9/014 1 ❑ SEE TRANSMITTAL L TIER 113 176100216 F13 11/9/014 I ❑ NOT APPROVE COMMENTS 114 1T6100217 IF13G 11/9/014 I 115 1 T6100218 I F14 1/9/0114 1 By — DATE 116 176100219 1 F14G 1/9/014 I HULSBERG E GINEERING,INC. FL CER .25 46 117 IT6100220 I F14H 11/9/014 1 11481 ST.AUGUSTINE RD k202 JACKSONVILLE,FL 32?hv The truss drawing(s)referenced above have been prepared by MiTek I N Industries, Inc. under my direct supervision based on the parameters OP �� provided by TrussMart Bldg Compts, LLC. `. ,.�\G•E•N Truss Design Engineer's Name: Velez, Joaquin68182 My license renewal date for the state of Florida is February 28, 2015. = * :• •,' — it — IMPORTANT NOTE:Truss Engineer's responsibility is solely for ��•�, STATE OF :•�Z design of individual trusses based upon design parameters shown �p,�••, P.•.�441 on referenced truss drawings. Parameters have not been verified '� F � O R G •' •` as appropriate for any use. Any location identification specified is '��';%S/3 - \-� " for file reference only and has not been used in preparing design. 11#111111011% 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. January 9,2014 Velez,Joaquin 1 of 1 Job —� Truss Truss Type Qty Ply Buddand Residence 76100204 131937 F01 Floor Truss 1 1 ob Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Jan 09 02:56:48 2014 Page 1 ID:xzE6wk3cZJbY6PJarRXgpyGu Kc-xw5boMXOm?ny3EPehmnDlJaJcgB?4fJ211fmYHzxEEz a-Ke o-F1{8 Scale:3/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 32 q l� 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x3= 3x3= 18-10-8 18-10-8 Plate offsets(x.Y): 11:Edoe 1-0-121 [31:0-1-8,0-0-121,f32,0-1-8.0-0-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud 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 Incr YES WB 0.03 Horz(TL) 0.00 16 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:74 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 18-10-8. (lb)- Max Grav All reactions 250 Ib or less atjoint(s)30,16,29,28,27,26,25,24,23,22,21,20,19,18,17 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 1-4-0 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. LOAD CASE(S) Standard �� ',6 'f0 l;NVF .•��C.E NSA•. r Nc 68182 0'. T F : 4J 01 F FL Cert. 6634 January 9,2014 A YpAftA7hKi-Verity etesiyn"aea asrs ani fiEAD Mr17E�ON rXTa AND dArCLUDEf)MT'JEH JeEFEb[EAr::£F'RG£Md7-i'W3:i aeu G7/z i17G 13 NEf'��R,E'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 responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1PIl Quality Cdtedo,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Irdormation PIn v $able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA g14. Tampa,FL 33810.4115 tf5ovtheamPine S��lumb+�r+sspecified,thedesignvaluesaretheseeffective06/0 2013 byALSC Job Truss Truss Type Qty Ply Buckland Residence 76100206 131937 F03 Floor Truss 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Jan 09 02:56:49 2014 Page 1 I D:xzE6wk3cZJbY6PJarRXgp_yGuKc-P6fzOiYOXJvpgO_gFTI SI W7UC4X8p5ZBXyOK4jzxEEy Scale=1:10.8 1 2 3 4 5 11 12 q El4 10 9 8 7 6 3x3= 3X3 = 7 5-7-0 Plate Offsets(X,Y): fl:Ed9e 0-0-121 x11:0-1-8 0-0-121 [12:0-1-8.0-0-1 1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud 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 Incr YES WB 0.03 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:24 Ib FT=O%F,O%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-7-0 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 5-7-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)10,6,9,8,7 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 1-4-0 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. 0\31N f VF�'''�i LOAD CASE(S) Standard y N 68182 1 •:.y/S{ • • /ify� 3�•• T F �: .� • . ,QP.•��% lffil�il� FL Cert. 6634 January 9,2014 A WARWTNG-Veaify etesiyn pa€a:ne tw: and READ ND TES'ON TXTS AND dNaUDED M7TEK REFERENCE PAGE"MT1"-7411,v%02/22612033 BEFORE USE 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/TP11 Quality Criteria,DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informaflon v able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA gg14. FL 33610-4115 If Southern Pirte159�lumber is specified,the design values are those effective Sit/i J2033 by AISCTampa, Job Truss Truss Type Qty Ply Buckland Residence T6100208 131937 F05 FLOOR TRUSS 15 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Jan 09 02:56:51 2014 Page 1 ID:xzE6wk3cZJbY6PJarRXgpyGuKc-MVnkROaG3w9Xvn8DNuKwNxCc6u1 pHp1 U_GtQ9czxEEw 0-1-8 H 2-" 1—M _ 1_ 5-8 0_118 Scale=1:32.6 4x8= 48 = 1.5x4 = 1.5x4 3x6= 1.5x4 II 3x3 = 1.5x4 3x6= 1.5x4 1.5x4 = 1 2 3 4 5 6 7 8 9 Y_ I 7PEI 18 �Q 15 14 13 12 11 3x3= 412 = 3x6 = 1.5x4 11 3x6 = 412 = 3x3 = 18-10-8 18-10-8 Plate Offsets MY): WEdue,0-1-81,[9:0-1-8.Edoe1.[12:0-2-0.Edge1 It 4:0-1-8.Edge],117:0-1-8 0-0-121,[18:0-1-8.0-0-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.96 Vert(LL) -0.53 12-13 >424 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.82 12-13 >274 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.09 10 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:91 Ib FT=O%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2D(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat)'Except' 9-11,1-15:2x4 SP No.2(flat) REACTIONS (Ib/size) 16=1018/0-5-0 (min.0-1-8),10=1018/0-5-0 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 16-17=-1008/0,1-17=-1005/0,10-18=-1009/0,9-18=-1007/0,1-2=2763/0,2-3=-2763/0, 3-4=-5368/0,4-5=-5368/0,5-6=-5343/0,6-7=5343/0,7-8=-2765/0,8-9=-2765/0 BOT CHORD 14-15=0/4427,13-14=0/5368,12-13=0/5368,11-12=0/4426 WEBS 9-11=0/2839,1-15=0/2836,8-11=-291/0,2-15=291/0,7-11=-1755/0,3-15=-1758/0, 7-12=0/968,3-14=0/1209,6-12=287/12,5-12=571/429 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)Required 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. ',it 1 I 1 LOAD CASE(S) Standard i`% tp-Qf No N 68182 it F FL Cert. 6634 January 9,2014 WARNrfli-Y—Ify d—iyn ani REAL'}1D IES ON TNTS AND thY IUDED MITEJL REtEREAV�FACE MTd-7 73 axx 0212612013 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 of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information valuable from Truss Plat Institute,781 N.Lee Street,Suite 312.Alexandra,VA 2314. Tampa,FL 33610 4115 N Mthem Pine SPF lumber is specified,the design vakms are these effective 3112013 by AL*SC Job Truss Truss Type Qty Ply Buckland Residence 76100210 131937 F07 OR TRUSS 3 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Jan 09 02:56:52 2014 Page 1 ID:xzE6wk3cZJbY6PJarRXgpyGuKc-qh L6ekbvpEHOXsjPwbs9v9kngH OMOFoeDwd_h2zxEEv 0-1-8 H 2-6-0 1-11-8 I— 12-0 ae Sca e-1:28.6 5x8= 5x8 = 1.5x4 = 1.5x4 I 3x6 = 1.5x4 I I 1.5x4 11 3x6= 1.5x4 1.5x4 = 1 2 3 17 4 5 6 18 7 g 5 16 4 N N 6x12 = 14 13 75 8 3x4 12 11 10 4x4= 3x4 = 5xg= 44= 1 7- 16-7-8 Plate Offsets(X Y): fl:Edne,0-1-81 f8:0-1-8 Edoel f9:Edoe 0-1-81 f10 0-2-0 Edoel f11.0-1-8 Edgel f12 0-1-8 Edoel f14:Edoe 0-1-81 [15:0-1 8 0-0-121 f16 0-1 8 0-0-12] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.98 Vert(LL) -0.26 12-13 >750 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.69 Vert(TL) -0.39 12-13 >502 240 BCLL 0.0 Rep Stress Ina YES WB 0.83 Horz(TL) 0.06 9 n/a n/a BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:96 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat)*Except* 8-10,1-13:2x4 SP No.2(flat) REACTIONS (Ib/size) 14=1932/0-5-8 (min.0-1-8),9=1858/0-5-0 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 14-15=-1927/0,1-15=-1926/0,9-16=-1847/0,8-16=-1846/0,1-2=-2464/0,2-3=-2464/0, 3-17=4482/0,4-17=4482/0,4-5=-4482/0,5-6=4482/0,6-18=-2354/0,7-18=-2354/0, 7-8=-2354/0 BOT CHORD 12-13=0/3961,11-12=0/4482,10-11=0/3749 WEBS 8-10=0/2817,1-13=0/2949,7-10=-584/0,2-13=564/0,6-10=-1728/0,3-13=-1855/0, 6-11=0/1117,3-12=0/937,4-12=-521/0,5-11=-442/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Girder carries tie-in span(s):6-0-0 from 0-0-0 to 12-0-0;6-0-0 from 12-0-0 to 16-7-8 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��l%J 11111l11 4)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 � �1j� be attached to walls at their outer ends or restrained by other means. N �� . p...,...... C 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,�� ,d. ��E N 3•, �� LOAD CASE(S) Standard ~ �••� 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 N 6$182 Uniform Loads(plf) * ; Vert:9-14=10,1-8=-199(F=-99) Concentrated Loads(lb) Vert:17=-400 ^ T F .0le �� #if IIt r FL Cert. 6634 January 9,2014 A WAAW G-Verify dea)yn F—,—t.-and READ M:J'IES ON THIS AND IAK:LUDED MI TEX REfEREEIX_F PAGE MII'-7411 seu 02/15/:"023 SE:F'ORE USE 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 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek` fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI7 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon vai able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA y2g14. Tampa, N Sauthem Pirie SP�lumber i.s specified,the design values are those effective Ot:/0 12M by ALSO p ,FL 336104115 Job Truss Truss Type Qty Ply Buckland Residence 131937 F09 FLOOR TRUSS 1 1 Job Reference(optional) T6100� TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Jan 09 02:56:53 2014 Paye 1 I D:xzE6wk3cZJbY6PJarRXgp_yGuKc-IuvUs4bXaYPF9?IbUJNOSMHzahhLloCnSaMXEUzxEEu 0-1-8 H 1 2-6-0 11—5-8 — I 1—M 0-148 i -Y:2 Scale- 3.1 3x4= 3x4 = 1.5x4= 1.5x4 11 3x3 = 1.5x4 11 3x3= 1.5x4 11 1.5x4 = 1 2 3 4 5 6 7 4 15 N �ry 12 11 10 9 13 3x3 = 3x6 = 3x3= 1.5x4 11 3x6= 8 3x3 = 13-5-8 13-5-8 Plate Offsets(X.Y): f7:0-1-9.Edge1.[14:0-1-8 0-0-121 x15:0-1-8 0-0-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.90 Vert(LL) -0.18 11-12 >900 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.31 11-12 >504 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:81 Ib FT=O%F,O%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.1(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=720/0-5-0 (min.0-1-8),8=720/0-5-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 13-14=-721/0,1-14=721/0,8-15=-702/0,7-15=-702/0,1-2=-883/0,2-3=-883/0,3-4=-1183/0,4-5=-1183/0, 5-6=-845/0,6-7=-845/0 BOT CHORD 11-12=0/1245,10-11=0/1183,9-10=0/1183 WEBS 1-12=0/1055,2-12=-278/0,3-12=-449/0,7-9=0/1010,5-9=-758/0,5-10=0/285 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 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ,t%ltliillllJl +, l'f ,, CQU I N VLc •• N 68182 9 T F i �. •,'�►�S;��NIA! �� FL Cert. 6634 January 9,2014 WARNTJ415-Verify d'esiyn yaratne tars and RE4U NOTES OM THIS AM 1AXXUD€U MrTEK REFEAEPOnE PAGE 14rr-747:1 nett 02/35!2013 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 responsibillity of the '} ek� erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek* fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI]Quality Criteria,DSB-89 and Ill Building Component 6904 Parke East Blvd. Safety Information gvai able from Truss Plat Institute,781 N.Lee Street,Suite 312,Alexandria,VA 2314. Tampa,FL 33610-4115 M5outhem Pine tSP lumber isspeed,the design values are those 12 ectiwe 01/2013 by AtSC i Job Truss Truss Type QlyPly Buckland Residence 131937 F11 Floor Truss 1 1 Job Reference(optional) T6100214 TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Jan 09 02:5655 2014 Page 1 0 a ID:xzE6wk3cZJbY6PJarRXgp_rGuKc-EGOFGldn69fzOJR_ckPsXnMWzVaiDp24wrelNzxEEs r1- 0}1,8 Scale=1:27.3 1 2 3 4 5 6 7 8 9 10 11 12 13 2 28 N tal 26 25 24 23 22 21 20 19 18 17 16 15 14 3x3 = 3x3 = 16-0-8 16-0-8 Plate Offsets(X.Y): [1:Edoe 0-0-121 [27:0-1-8.0-0-121 (28:0-1-8 0-0-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl Ud 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 14 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:86 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. OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 16-0-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)26,14,25,24,23,22,21,20,19,18,17,16,15 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x4 MT20 unless othennfise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"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 3-1 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 i%�� I' A!•i•�,QV N VjjZ0GNS � c','•• N 68182 Tt . Tk :� T F •� ' 0••. ,c P :�� % F FL Cert. 6634 January 9,2014 WARNTA03-Verffy desfpn paramecars and READ AIO TES ON 7WS ANG IW-ZUDED MMK REFERENCE PAGE NIT-7473 rex 02125!2013 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 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 BCSI Building Component 6904 Parke East Blvd. J ty InformaBon vai able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 314. Tampa,FL 33610-4115 Souttre 1.Pir1eV lumberisspecified,thedesignvakmsarethoseeffectivea 1,f2Q13byAtSC Job Truss Truss Type Qty pry 131937 F13 FLOOR TRUSS y 1 lot T8100216 Refer ce o ti nal TRUSSMART BUILDING COMPONENTS,Millway,GA,31320,Dave RambaB 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Jan 09 08:49:58 2014 Page 1 I D:xzE6wk3cZJbY6PJarRXgpyGu Kc-3wye6D7fVXVp6nPGo3AR W6CKRV7sx_b t w2g2H4zx93t 0-1-8 �-5-0 1-2-0 H –t I—� 1-5-12 i 1-5-12 This truss is NOT symmetric. Proper orientation is essential. axe = 1.5x4 11 1.5x4 = 1.5x4 3x4= 1.5x4 II 1.5x4 II 34 = 1.5x4 II 6x8 = 3x4 = 1.5x4 = 1 2 3 21 4 5 6 7 8 9 10 8 19 4 4 N 16 15 14 20 13 11 3x3 = 4x8 = 3x4 = 3x3= exe= 3x6 = 3x8= 1910 1 16-1-8 1 5 4 1-8-12 Plate Offsets MY): fl:Edoe 0-1-81 f3:0-1-12 Edael f8:0-3-0 Edael f13�0-1-8 Edael [15,0-1-8 Edael f16�0-3-12 Edael fl8:0-1 8 0-0-121 119:0-1-8 0-0-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.95 Vert(LL) -0.31 13-14 >609 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.44 13-14 >436 240 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.04 12 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:115 Ib FT=O%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, BOT CHORD 2x4 SP SS(flat) except end verticals. WEBS 2x4 SP No.3(flat)'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 8-13:2x4 SP No.2(flat) REACTIONS (Ib/size) 17=1118/0-5-8 (min.0-1-8),12=3565/0-5-0 (min.0-1-13) Max Grav 17=1292(LC 3),12=3565(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 17-18=-1280/0,1-18=-1280/0,11-19=-294/0,10-19=-294/0,1-2=-1686/0,2-3=1686/0, 3-21=3274/0,4-21=3274/0,4-5=3274/0,5-6=3274/0,6-7=2264/0,7-8=-2264/0, 8-9=0/1230 BOT CHORD 15-16=0/2852,14-15=0/3274,14-20=0/3114,13-20=0/3114,12-13=-1230/0 WEBS 9-11=0/394,1-16=0/2019,2-16=290/0,8-12=-2298/0,3-16=1446/0,8-13=0/3094, 7-13=748/0,6-13=-1222/0,6-14=285/743,3-15=0/828,4-15=515/0,9-12=-1518/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Girder carries tie-in span(s):6-0-0 from 11-0-0 to 16-1-0;6-0-0 from 11-0-0 to 16-1-0 ��`t I►►►►� 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. N 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Old(0.131"X 3")nails. Strongbacks `�� 0\31 V,c-, to be attached to walls at their outer ends or restrained by other means. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ••' C•� 5'�•. ♦' LOADCASE(S) Standard N 68182 1)Floor.Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) _ Vert:17-20=-10,12-20=-109(F=99),11-12=-10,1-6=-100,6-8=-199(F=-99),8-10=-480 0 Concentrated Loads(lb) Vert:21=-4000'.• T F : {►►►:11tH FL Cert. 6634 1 January 9,2014 A WARNZAG-Verffy design paraa»zters and READ f40 TES ON TMZS AND 1WMUDED AFT TEX REFEREAk:E"GAGE HIT-7413-0212612013 BEFORE USE Design valid for use only with MiTek connectors.This design k based only upon parameters shown,and is for an individual building component. �P 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 8904 Parke East Blvd. Safety Information v :able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 2gI4. Tampa,FL 33810.4115 If uthern Pine�S�+r faTlnber is specified,the design rratues are thane effective 06 Dip 2d}73 fly Al SL Job Truss Truss TypeQty Ply Suddand Residence T6100218 131937 F14 FLOOR TRUSS 8 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Jan 09 02:56:58 2014 Page 1 ID:xzE6wk3cZJbY6PJarRXgpyGuKo-friNvnffP41 XFnAZHsyZ9Q_i2iOgQOM Wbs4lvizxEEp 0-1-6 H`r 2.6-0 1-5-0 1-2-0 1,e call=1:34.2 This truss is NOT symmetric. Proper orientation is essential. 5x8 = 5x8 = 1.5x4 II 1.5x4 = 1.5x4 I I 3x4 = 1.5x4 I I 1.5x4 I I 3x4= 1.5x4 II W II 3x4= 1.5x4 = 1 2 3 4 5 6 21 7 8 9 10 11 19 20 4 g r N 17 16 15 14 12 4x4= 5x8= 3x4= 3x4= 5x8= 48= 3x8= 1-0 1 1 19-1 16-1-0 7-0 1-5-0 1-8-8 Plate Offsets MY): [1:Edae 0-1-81.rl4:0-2-8 Edael [15:0-1-8,Edoel,[16:0-1-8 Edoel I18:Edoe,0-1-81 (19:0-1-8 0-0-121 [20:0-1-8 0-0-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.98 Vert(LL) -0.25 14-15 >775 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.88 Vert(TL) -0.38 14-15 >513 240 BCLL 0.0 Rep Stress Ina YES WB 0.70 Horz(TL) 0.06 13 n/a n/a BCDL 5.0 Code FRC2010rrP12007 (Matrix) Weight:120 Ib FT=O%F,O%E LUMBER BRACING TOP CHORD 2x4 SP No.2D(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3(flat)*Except* 1-17,8-14:2x4 SP No.2(flat) REACTIONS (Ib/size) 18=1557/0-5-8 (min.0-1-8),13=3376/0-5-0 (min.0-1-11) Max Grav 18=1661(LC 3),13=3376(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 18-19=-1646/0,1-19=-1645/0,12-20=-284/0,11-20=-283/0,1-2=-2072/0,2-3=-2072/0, 3-4=-3567/0,4-5=3567/0,5-6=-3567/0,6-21=2191/0,7-21=2191/0,7-8=-2191/0, 8-9=0/1208,9-10=0/1210 BOT CHORD 16-17=0/3186,15-16=0/3567,14-15=0/3267,13-14=-786/346 WEBS 1-17=0/2479,10-12=0/385,2-17=-609/0,3-17=1380/0,9-13=-428/0,8-14=0/2463, 7-14=514/0,6-14=-1510/0,6-15=0/798,3-16=Or768,4-16=-45110,5-15=-389/0, 10-13=-1509/0,8-13=-1908/0 NOTES 1)Unbalanced floor live loads have been considered for this design. `,j111111111111 2)Girder Carries tie-in span(s):6-0-0 from 0-0-0 to 12-0-0;6-0-0 from 12-0-0 to 16-7-8 Q♦♦♦ U i N ,j� /!! 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �♦ P • c�lj! 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 ♦♦ QE be attached to walls at their outer ends or restrained by other means. ;� ,•.'�1 C' N S'�'•? 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). „� 10 N 68182 * : LOAD CASE(S) Standard r 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) -0; Vert:12-18=-10,1-9=-199(F=99),9-11=-480 T F ill r FL Cert. 6634 January 9,2014 WA7ZWWG-Versfy:Sr sign pajw—t—and RE,4D W'TE5ON rWi�RNP MaUDED MITEK REFERENCE PAGE MT7'-741-4 rYk 07125/2013 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 responsibillity,of the T ek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Critedo,DSB-89 and BCSI Building Component 6904 Parke East ON. Safety Information qv 'able from Truss Plat Institute,781 N.Lee Street,Suite 312,Alexandra.VA/2314. Tampa,FL SM10.4115 N uthern pine 95�lumber isspec'tflled,the design vats are tllgse effeztiate t36r01/1013 byALSL Job Truss Truss TypeQty Ply 7Job ddand Residence 76100220 131937 F14H FLOOR TRUSS 1 Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Jan 09 02:56:59 2014 Page 1 I D:xzE6wk3r,ZJbY6PJarRXgpyGuKc-72GI67glAO90twllraUoidXy6j W9PXgq WprR8zxEEo 2-6-0 1-4-9 1-5-15 3-0-0 1 Scale=1:34.3 This truss is NOT symmetric. Proper orientation is essential. 1.5x4 II 4x12 = 3x8 = 3x4 = 3x8 = 1.5x4 II 3x4 = 1 2 3 4 15 5 6 7 nT 13 12 11 10 9 3x6= 4x8 = 1.5x4 3x4= 3x6 = 3x8= 1.5x4 11 5-3-8 16-" 19-10-0 53-8 11-4-8 3-2-0 Plate Offsets MY): f3:0-2-8.0-1-81,[9:0-2-12,0-1-81,[10:0-2-8.0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.91 Vert(LL) -0.26 11-12 >737 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.92 Vert(TL) -0.35 11-12 >562 240 BCLL 0.0 Rep Stress Incr YES WS 0.90 Horz(TL) 0.08 9 n/a n/a BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:407 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP SS end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-13,5-10:2x4 SP No.2 2-2-0 oc bracing:11-12. REACTIONS (Ib/size) 9=5729/0-5-0 (min.0-1-13),14=4773/0-3-8 (min.0-2-2) Max Grav 9=6079(LC 3),14=7249(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-19831/0,3-4=-21576/0,4-15=-14610/0,5-15=14610/0,5-6=0/1252,6-7=0/1252 BOT CHORD 13-14=0/10836,12-13=0/25251,11-12=0/25251,10-11=0/21 576,9-10=0/8007 WEBS 7-9=-1509/0,6-9=1196/0,2-14=-1 2742/0,2-13=0/10895,3-13=-8135/0,5-9=-9821/0, 5-10=0/7997,4-10=-8293/0,4-11=0/3616,3-11=-5084/0 NOTES 1)4-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 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. tv,11111111j1 Attach TC&BC w/1/2"diam.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 oc. �� U`N V ll�� 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 �� p,Q(" E.N.�� connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ��,�0•,•- , .S'•, �� 3)Unbalanced floor live loads have been considered for this design. ; �, �'•,� 4)Girder carries tie-in span(s):6-0-0 from 0-0-0 to 12-0-0;6-0-0 from 12-0-0 to 16-7-8 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. N 68182 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 ; / 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 �10 p '. T F �� Uniform Loads(plf) •, T �` Vert:8-14=10,1-6=-199(F=-99),6-7=-480 \�`� Concentrated 3=5500 ds(lb) Vert ','��SS •N At-E� �` �� 1/1111111�1� FL Cert. 6634 January 9,2014 t•ARNTNG-Verify de,jgn rae.—C.-a.,,B REAL)M:17'ES ON THTS AND If K;LUDE'D MT rEX REFEXEN='E PAGE M77-74173 reu 07/+6/2013 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 A'�e�- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYi fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety InformaBon v i able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 2314. Tampa,FL 33610-4115 ffsouttlemPirte1 jumb+cris5.petifretLthedesignvafatesarethoseeffective06/01/2013byAL5C A Job: 131937 Label: W-025 Member Type: Beam I Level: 1 st Floor MiTek SAPPHIRETm Structure Version 7.3.5.2096.SP2 Page: 1 of 2 MrniDesigned by Single Member Design Engine Date: 01/09/2014 01:17:54 e c Member: 4 - 1 3/4"x 11 7/8" (2.0E 3100) LVL Status: Design Passed 1 2 00 18-00-08 00 18-10-08 Graphical Illustration-Not To Scale Member Cut Length-18-10-08 MemberPitch-0/12 Building Code-IRC 2009 Design Methodology-ASD Unbraced Length(Top/Bottom)-18-10-08/18-00-08 Desian Control Result LDF Load'Combination Critical Moment(Pos) 25835.63 Ib ft @ 9-05-04 53125.68 Ib ft Passed-49% 1.25 D+Lr Critical Shear 5013.42 Ib @ 1-04-14 19742.19 Ib Passed-25% 1.25 D+Lr Live Load Deflection 0-08 @ 9-05-04 4-00(L/360) Passed-U409 - Lr Total Load Deflection 0-13 @ 9-05-04 4-00(U240) Passed-U262 - D+Lr Critical Reaction 5891.26 Ib @ 18-06-08 28218.71 Ib Passed-21% 1.25 D+Lr Design Notes: Member design assumed proper ply to ply connection. Verify connection between plies according to code specification Maximum Load Magnitudes Z1LR� 5= Fad Source Dead Floor Love Roof Live Snow Self Weight 0-00 18-10-08 Self Weight 24.00 Ib/ft _ Uniform 0-00 18-10-08 User Load 200.00 Ib/ft 400.00 lb/ft MEMO=WAMO, axim im Analysis Reactions SU121)0 Start Ern Source Dead Floor Live Roof Live Snow 1 0-00 5-00 W53(i67) 2116.00 lb 3775.00 lb 2 18-05-08 18-10-08 W15(i30) 2116.00 lb 3775.00 lb *The dead loads used in the design of this member were applied to the structure as sloped dead loads. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. -Transfer reactions may differ from design results as allowed per building codes and standard load distribution practices. _Thk--d ie h...H nn mnrfeleA—.rutin i—O by fhe neer Anh iol field—Hifi——,differ from fh—eh-.- Th——.dtc eh-dH ho by a ni inlifiorl H—inn nrnf—i—1 i JANUARY 1, 2009 STANDARD RIBBON BLOCK DETAIL ST-RIBBON 0= MiTek USA,Inc. Page 1 of 1 �laa a 00 a MiTek USA,Inc. Z Z 2 v T T- T T T f 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 MiTek USA,Inc. Page 1 of 1 =00 0 00 0 00 a MiTek USA, Inc. LADDER TRUSS WITH 02 SPF NO.2 2x4 BAND MINIMUM CHORD LUMBER,WEBS SHALL BE 4X4 STUD HF,SPF,DF OR SYP AT 16"O.C.MAX. DOUBLE END FASTENER(S)SPECIFIED VERTICAL BY OTHERS Z-71 LWLLJU FLOOR BLOCKING PER BUILDING DESIGNER I Ad FASTENER(S)SPECIFIED BY OTHERS. LEDGER SPECIFIED BY OTHERS LEDGER SPECIFIED �. BY OTHERS FLOOR TRUSSES O 24"O.C.MAX. TYPICAL FLOOR TRUSS LADDER FRAME TO BE 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 04 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 TO THE SIDE OF A FLOOR TRUSS GABLE ST-LEDGR O MTek USA,Inc. Page 1 of 1 —�o0 0 00 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 DEPTH=14", 16",18",OR 20" SHEA HING 4X4 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) FILE COPY FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONI-TR "c"" ON Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Buckland Residence Builder Name: Elite Builders LLC Street: Fifth Street Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233-0000 Permit Number: Owner: Debbie&Jamie Buckland Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(2593.3 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=19.0 2593.30 ft2 b. N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (2150.0 sgft.) Insulation Area a-Roof Deck(Unvented) R=19.0 2150.00 ft2 6. Conditioned floor area above grade(ft2) 2835 b. N/A R= ft2 Conditioned floor area below grade(ft2) 0 c. R= ft2 11.Duct s R ft2 7. Windows(431.4 sgft.) Description Area a. Sup:2nd Floor, Ret:2nd Floor,AH:2nd Floor 6 567 a. U-Factor: Dbl,U=0.35 431.36 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 36.0 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 36.0 HSPF:7.70 SHGC: Area Weighted Average Overhang Depth: 3.373 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Propane Tankless Cap: 1 gallons 8. Floor Types (2917.0 sqft.) Insulation Area EF:0.590 a.Slab-On-Grade Edge Insulation R=0.0 2150.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 695.00 ft2 None c.other(see details) R= 72.00 ft2 15. Credits None Glass/Floor Area: 0.152 Total Proposed Modified Loads: 36.46 PASS Total Standard Reference Loads: 55.80 1 hereby certify that the plans and specifications covered by Review of the plans and Oj1jiE ST47E this calculation are in compliance with the Florida Energy specifications covered by this Code- DignaNysi,,,lbyTimothy 11.Ganlner calculation indicates compliance DN:CN=Timothy D.Gardner.C US.O=USA HERS t► f '•., TIIllOtrl�/ D. Reason IattWt the accuracy and with the Florida Energy Code. +mr. , PREPARED BY: � T2F nt gmy,otfiis°°°°ment _ Before construction is completed CGo DATE: this building will be inspected for c9 !;,''I-C U compliance with Section 553-908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code- COO Wt OWNER/AGENT: BUILDING OFFICIAL: r DATE: __ DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 1/17/2014 8:43 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Buckland Residence Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2835 Lot# Owner: Debbie&Jamie Buckland Total Stories: 2 Block/SubDivisiom #of Units: 1 Worst Case: No PlatBook: Builder Name: Elite Builders LLC Rotate Angle: 0 Street: Fifth 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 / 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 Blockl 2835 26980 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 2150 21500 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 685 5480 No 2 2 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 1 st Floor 198 ft 0 2150 ft2 — 1 0 0 2 Floor Over Other Space 2nd Floor ___ ___ 695 ft2 0 0 1 0 3 Raised Floor 2nd Floor _—_ _—_ 72 ft2 19 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch �/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Metal 2485 ft2 556 ft2 Medium 0.75 No 0.9 No 19 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2222 ft2 N N 1/17/2014 8:43 AM 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 1 685 ft2 0.11 Wood 2 Under Attic(Unvented) 1st Floor 1 1465 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below V_ Ornt To Wal 1 Type R-Value Et In Et In Area__ _ R--Value_Fr;;Ctinn Abcnr_Grade/n _ 1 N Exterior Frame-Wood 1st Floor 19 34 7 9 10 340.1 ft2 0.23 0.5 0 2 E Exterior Frame-Wood 1st Floor 19 61 8 9 10 606.4 ft2 0.23 0.5 0 _ 3 S Exterior Frame-Wood 1st Floor 19 34 7 9 10 340.1 ft2 0.23 0.5 0 4 W Exterior Frame-Wood 1st Floor 19 61 8 9 10 606.4 ft2 0.23 0.5 0 5 N Exterior Frame-Wood 2nd Floor 19 17 4 9 10 170.4 ft2 0.23 0.5 0 6 E Exterior Frame-Wood 2nd Floor 19 13 6 7 10 105.8 ft2 0.23 0.5 0 7 S Exterior Frame-Wood 2nd Floor 19 19 10 9 10 195.0 ft2 0.23 0.5 0 8 W Exterior Frame-Wood 2nd Floor 19 29 3 7 10 229.1 ft2 0.23 0.5 0 DOORS V # Omt Door Type Space Stoma U-Value Width Height Area Ft In Ft In 1 N Insulated 1st Floor None .46 3 8 24 ft2 2 W Insulated 1st Floor None .46 3 8 24 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V1- # 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 72.0 ft2 13 ft 0 in 1 ft 0 in None None 2 E 2 Vinyl Low-E Double Yes 0.35 0.3 27.5 ft2 1 ft 4 in 5 ft 0 in None None 3 E 2 Vinyl Low-E Double Yes 0.35 0.3 48.0 ft2 1 ft 4 in 5 ft 0 in None None 4 S 3 Vinyl Low-E Double Yes 0.35 0.3 24.0 ft2 3 ft 0 in 1 ft 0 in None None 5 W 4 Vinyl Low-E Double Yes 0.35 0.3 55.0 ft2 1 ft 4 in 2 ft 0 in None None 6 W 4 Vinyl Low-E Double Yes 0.35 0.3 16.0 ft2 1 ft 4 in 10 ft 0 in None None 7 W 4 Vinyl Low-E Double Yes 0.35 0.3 8.0 ft2 1 ft 4 in 1 ft 6 in None None 8 N 5 Vinyl Low-E Double Yes 0.35 0.3 41.3 ft2 1 ft 4 in 5 ft 0 in None None 9 E 6 Vinyl Low-E Double Yes 0.35 0.3 16.0 ft2 1 ft 4 in 1 ft 0 in None None 10 S 7 Vinyl Low-E Double Yes 0.35 0.3 55.0 ft2 1 ft 4 in 4 ft 0 in None None 11 W 8 Vinyl Low-E Double Yes 0.35 0.3 27.5 ft2 1 ft 4 in 2 ft 0 in None None 12 W 8 Vinyl Low-E Double Yes 0.35 0.3 41.1 ft2 1 ft 4 in 3 ft 0 in None None 1/17/2014 8:43 AM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 3718.1 204.12 383.88 .474 8.2686 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:7.7 36 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 13 36 kBtu/hr 1080 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.59 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None fe DUCTS ---Supply-- —Return--- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 2nd Floor 6 567 ft' 2nd Floor 141.75 Default Leakage 2nd Floor (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:None Ceiling Fans: Cooling [[ ]]Jan Feb [ ]Mar Apr [ ]May [X]Jun ri Jul X AugX]Se [ ]Oct [ j Nov [ Dec Heatin [X]Jan f X�Feb [X)Mar f Apr [ ]May [ ]Jun Jul 4 Au [ ]Sep [ ]Oct [X)Nov [X Dec Ventin [[ ]]Jan [ Feb [X]Mar ( A r [ ]Ma [ ]Jun Jul [ Aug [ ]Se [X]Oct [X]Nov [ Dec 1/17/2014 8:43 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 Thermostat Schedule: HERS 2006 Reference Hours I 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 1/17/2014 8:43 AM EnergyGaugeQ 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: Fifth Street 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 heating and 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. 1/17/2014 8:43 AM EnergyGaugeS USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 65 The lower the EnergyPerformance Index, the more efficient the home. Fifth Street, Atlantic Beach, FL, 32233-0000 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=19.0 2593.30 ft' Ina. N/A R= ft 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft' 10.Ceiling Types Insulation Area 5. Is this a worst case? No a. Roof Deck(Unvented) R=19.0 2150.00 ft' 6. Conditioned floor area(W) 2835 b. N/A R= ft' 7. Windows- Description Area c.N/A R= ft2 2 a. U-Factor: Dbl,U=0.35 431.36 ft' 11. Ducts R ft a. Sup: 2nd Floor, Ret: 2nd Floor,AH:2nd Floor 6 567 SHGC: SHGC=0.30 b. U-Factor: N/A ft' SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a. Central Unit 36.0 SEER:13.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 36.0 HSPF:7.70 Area Weighted Average Overhang Depth: 3.373 ft. Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14. Hot water systems Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2150.00 ft' a. Propane EF:0.59 b.Floor Over Other Space R=0.0 695.00 ft' c.other(see details) R= 72.00 ft' b. Conservation features None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building EST Construction through the above energy saving features which will be installed (or exceeded) �,0��1i _ Arlo in this home before final inspection. Otherwise, a new EPL Display Card will be completed , based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: c.Ob We *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: Buckland Residence Builder Name: Elite Builders LLC Street: Fifth Street Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, 32233-0000 Permit Number: Owner: Debbie&Jamie Buckland 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 I 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 separatinq 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 all.Fire lace Fire lace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Florida Code Summary Report w Debbie &Jamie Buckland Title: Buckland Residence TMY City: FL_JACKSONVILLE_ Fifth Street FLAsBuilt Elec Util: FL Realistic Atlantic Beach, FL, 32233-0000 Gas Util: Florida Average Registration #: Run Date.- Energy ate:Energy Uses Reference Home Proposed Home a-Ratio Heating 6.29 MBtu 3.59 MBtu 0.57 Cooling 15.77 MBtu 11.14 MBtu 0.71 Hot Water 21.87 MBtu 10.78 MBtu 0.49 Total 43.93 MBtu 25.52 MBtu 0.58 Building Loads Reference Home Proposed Home a-Ratio Heating 11.14 MBtu 6.36 MBtu* 0.57 Cooling 36.25 MBtu 25.61 MBtu* 0.71 Hot Water 8.41 MBtu 4.48 MBtu* 0.53 Total 55.80 MBtu 36.46 MBtu 0.65 *normalized modified loads Glass/Floor Area: 0.152 Total Proposed Modified Loads: 36.46 PASS Total Reference Loads: 55.80 1/17/2014 8:44 AM EnergyGauge®USA-RaRes2010/ Page 1 of 1 . •a�,y+w?,;«n..A�w:++a+er.,.rwL#FI.S.- r�irt.. L E 0 -OPY Residential System Sizing Calculh` Y g Summary Debbie&Jamie Buckland Project Title: Fifth Street Buckland Residence Atlantic Beach, FL 32233-0000 1/17/2014 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 37764 Btuh Total cooling load calculation 32033 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 95.3 36000 Sensible (SHR = 0.75) 115.2 27000 Heat Pump+Auxiliary(O.OkW) 95.3 36000 Latent 104.7 9000 Total Electric Heat Pum 112.4 36000 WINTER CALCULATIONS Winter Heating Load for 2835 sqft) Load component Load �� Wnel (l5%) Window total 431 sqft 5737 Btuh Wall total 2114 sqft 6207 Btuh Infil f32`a) / Door total 48 sqft 839 Btuh j `eI°'s`'o%) Ceiling total 2150 sqft 3909 Btuh Floor total See detail report 9016 Btuh Infiltration 289 cfm 12056 Btuh Duct loss 0 Btuh Doora(e%) wans(+e%) Subtotal 37764 Btuh Ventilation 0 cfm 0 Btuh `-- TOTAL HEAT LOSS 37764 Btuh SUMMER CALCULATIONS Summer Cooling Load for 2835 sqft) Load component Load Window total 431 soft 11745 Btuh Wall total 2114 soft 3332 Btuh Door total 48 sqft 640 Btuh Ceiling total 2150 sqft 2469 Btuh Floor total 47 Btuh Infiltration 217 cfm 4283 Btuh Internal gain 920 Btuh Duct gain 0 Btuh Sens.Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 23437 Btuh Latent gain(ducts) 0 Btuh Latent gain(infiltration) 7796 Btuh callings(a%� Latent gain(ventilation) 0 Btuh D.—(2%) VValls'(I D%) Latent gain(intern al/occupa nts/other) 800 Btuh Total latent gain 8596 Btuh TOTAL HEAT GAIN 32033 Btuh Digitally signed by Timothy D. EnergyGauge®SyT"My D Gartlner l7 CDN,ar ne=Timothy D.Gardner,C= PREPARED BY: US,0=USA HERS 8th Edition racy DATE: ., Gardner — antl integrky of;his d—'r,nt _ .e osoo' EnergyGauge®/USRRZB v3.1 Residential Window Diversity MidSummer Debbie&Jamie Buckland Project Title: Fifth Street Buckland Residence Atlantic Beach, FL 32233-0000 1/17/2014 Weather data for: Jacksonville - Defaults Summer design temperature 93 F Average window load for July 3532 Btuh Cooling setpoint 75 F Peak window load for July 5467 Btuh Summer temperature difference 18 F Excusion limit(130% of Ave.) 4592 Btuh Latitude 30.5 North I Window excursion (Jul ) 875 Btuh WINDOW Average and Peak Loads 5000.00 Limit for excursion 4000.00 3 12 Hour Average 0 3000.00 J 0 O - 2000.00 1000.00 - 0.00 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) This application has glass areas that produce large heat gains for part of the day. Variable air volume devices are required to overcome spikes in solar gain for one or more rooms. Install a zoned system or provide zone control for problem rooms. Single speed equipment may not be suitable for the application. EnergyGauge&System Siz ng fore Florida res dences only PREPARED B "/Y: IWOM `D- l5amiler DATE: 17 January 2014 EnergyGauge®/USRRZB 0.1 Residential Window Diversity October Debbie&Jamie Buckland Project Title: Fifth Street Buckland Residence Atlantic Beach, FL 32233-0000 1/17/2014 Weather data for: Jacksonville - Defaults Summer design temperature 93 F Average window load for October 3432 Btuh Cooling setpoint 75 F Peak window load for October 5145 Btuh Summer temperature difference 18 F Excusion limit(130% of Ave.) 4462 Btuh Latitude 30.5 North I Window excursion (October) 683 Btuh WINDOW Average and Peak Loads 5000.00 Limit for excursion 4000.00 r 12 Hour Average Tii 'l � 3000.00 \\ 0 J} O C C 2000.00 - 1000.00 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®SS*zi�g for lora rescj��only _ PREPARED BY: (Il a DATE: 17 January 2014 EnergyGaugeO/USRRZB v3.1 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Debbie& Jamie Buckland Project Title: Fifth Street Buckland Residence Atlantic Beach, FL 32233-0000 Building Type: User 1/17/2014 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 72.0 13.3 958 Btuh 2 2, NFRC 0.30 Vinyl 0.35 E 27.5 13.3 366 Btuh 3 2, NFRC 0.30 Vinyl 0.35 E 48.0 13.3 638 Btuh 4 2, NFRC 0.30 Vinyl 0.35 S 24.0 13.3 319 Btuh 5 2, NFRC 0.30 Vinyl 0.35 W 55.0 13.3 732 Btuh 6 2, NFRC 0.30 Vinyl 0.35 W 16.0 13.3 213 Btuh 7 2, NFRC 0.30 Vinyl 0.35 W 8.0 13.3 106 Btuh Window Total 250.5 s ft 3332 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame-Wood - Ext (0.077) 19.0/0.0 244 2.94 717 Btuh 2 Frame-Wood - Ext (0.077) 19.0/0.0 531 2.94 1559 Btuh 3 Frame-Wood - Ext (0.077) 19.0/0.0 316 2.94 928 Btuh 4 Frame-Wood - Ext (0.077) 19.0/0.0 503 2.94 1478 Btuh Wall Total 1594 s ft 4682 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) 24 17.5 420 Btuh Door Total 48 s ft 83913tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 2 Unvent Attic/L/Metal (0.048) 1.0/19.0 1465 1.8 2664 Btuh Ceiling Total 1465 s ft 266413tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 198.0 ft(perim.) 44.8 8878 Btuh Floor Total 2150 s ft 8878 Btuh Room Envelope Subtotal: 20394 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.64 21500 0.75 217.8 9093 Btuh Duct load Average sealed,Supply(R6.0-Cond.),Retum(R6.0-Cond.) (DLM of 0.000) 0 Btuh Room#1 Sensible Room Subtotal 29488 Btuh EnergyGauge®/USRRZB v3.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Debbie& Jamie Buckland Project Title: Fifth Street Buckland Residence Atlantic Beach, FL 32233-0000 Building Type: User 1/17/2014 Component Loads for Room#2: 2nd Floor Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 8 2, NFRC 0.30 Vinyl 0.35 N 41.3 13.3 549 Btuh 9 2, NFRC 0.30 Vinyl 0.35 E 16.0 13.3 213 Btuh 10 2, NFRC 0.30 Vinyl 0.35 S 55.0 13.3 732 Btuh 11 2, NFRC 0.30 Vinyl 0.35 W 27.5 13.3 366 Btuh 12 2, NFRC 0.30 Vinyl 0.35 W 41.1 13.3 547 Btuh Window Total 180.9(sqft) 2405 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 5 Frame-Wood - Ext (0.077) 19.0/0.0 129 2.94 379 Btuh 6 Frame-Wood - Ext (0.077) 19.0/0.0 90 2.94 264 Btuh 7 Frame-Wood - Ext (0.077) 19.0/0.0 140 2.94 411 Btuh 8 Frame-Wood - Ext (0.077) 19.0/0.0 161 2.94 471 Btuh Wall Total 519(sqft) 1525 Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Unvent Attic/L/Metal (0.048) 1.0/19.0 685 1.8 1245 Btuh Ceiling Total 685(sqft) 124513tuh Floors Type Ueff. R-Value Size X HTM= Load 2 Interior (1.180) 0.0 695.0 sqft 0.0 0 Btuh 3 Raised -Open (0.050) 19.0 72.0 sqft 1.9 137 Btuh Floor Total 767 sqft 137 Btuh Room Envelope Subtotal: 5314 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.64 5480 0.25 70.9 2963 Btuh Duct load Average sealed, Supply(R6.0-Cond.),Retum(R6.0-Cond.) (DLM of 0.000) 0 Btuh Room #2 Sensible Room Subtotal 8276 Btuh HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 37764 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 37764 Btuh EnergyGauge®/USRRZB v3.1 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Debbie& Jamie Buckland Project Title: Fifth Street Buckland Residence Atlantic Beach, FL 32233-0000 Building Type: User 1/17/2014 EQUIPMENT 1. Electric Heat Pump # 36000 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) A., HTM-(ManualJ Heat Transfer Multiplier) Version 8 EnergyGauge®/USRRZB v3.1 Page 3 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Debbie& Jamie Buckland Project Title: Fifth Street Buckland Residence Atlantic Beach, FL 32233-0000 1/17/2014 Reference City: Jacksonville, FL Temperature Difference: 18.OF(MJ8 99%) Humidity difference: 53gr. Component Loads for Room#1: 1st Floor Type" Overlhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len Hgt Gross ShadedUnshaded Shaded Unshaded 1 2 NFRC 0.30,0.35 No No N 13.Of 1.0ft 72.0 0.0 72.0 13 13 905 Btuh 2 2 NFRC 0.30,0.35 No No E 1.311 5.0ft 27.5 0.0 27.5 13 35 967 Btuh 3 2 NFRC 0.30,0.35 No No E 1.311 5.011 48.0 0.0 48.0 13 35 1687 Btuh 4 2 NFRC 0.30,0.35 No No S 3.011 1.011 24.0 24.0 0.0 13 15 302 Btuh 5 2 NFRC 0.30,0.35 No No W 1.311 2.011 55.0 0.0 55.0 13 35 1933 Btuh 6 2 NFRC 0.30,0.35 No No W 1.311 10.01' 16.0 0.0 16.0 13 35 562 Btuh 7 2 NFRC 0.30,0.35 No No W 1.311 1.5ft 8.0 0.0 8.0 13 35 281 Btuh Window Total 251 (sqft) 6638 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Frame-Wood-Ed 0.08 19.0/0.0 244.1 1.6 385 Btuh 2 Frame-Wood-Ext 0.08 19.0/0.0 530.9 1.6 837 Btuh 3 Frame-Wood-Ext 0.08 19.0/0.0 316.1 1.6 498 Btuh 4 Frame-Wood-Ext 0.08 19.0/0.0 503.4 1.6 794 Btuh Wall Total 1594(sqft) 2513 Btuh Doors Type Area(sqft) HTM Load 1 Insulated-Exterior 24.0 13.3 320 Btuh 2 Insulated-Exterior 24.0 13.3 320 Btuh Door Total 48 (sqft) 640 Btuh Ceilings Type/Color/Surface U Value R-Value Area(sqft) HTM Load 2 Unvented Attic/Light/Metal 0.048 1.0/19.0 1465.0 1.15 1682 Btuh Ceiling Total 1465(sqft) 1682 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 2150(ft-perimeter) 0.0 0 Btuh Floor Total 2150.0(sqft) _ 0 Btuh Zone Envelope Subtotal: 11474 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.48 21500 0.75 163.3 3231 Btuh Internal Occupants Btuh/occupant Appliance Load gain 2 X 230 + 0 460 Btuh Sensible Envelope Load: 15165 Btuh Duct load Average sealed,Supply(R6.0-Cond.),Retum(R6.0-Cond.) (DGM of 0.000) 0 Btuh Sensible Zone Load 15165 Btuh EnergyGaugeO/USRRZB v3.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Debbie&Jamie Buckland Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Fifth Street Buckland Residence Atlantic Beach, FL 32233-0000 1/17/2014 Component Loads for Room#2: 2nd Floor Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len H Gross Shaded Unshade Shaded Unshaded 8 2 NFRC 0.30,0.35 No No N 1.3ft 5.Oft 41.3 0.0 41.3 13 13 519 Btuh 9 2 NFRC 0.30,0.35 No No E 1.3ft 1.0ft 16.0 0.8 15.2 13 35 543 Btuh 10 2 NFRC 0.30,0.35 No No S 1.3ft 4.Oft 55.0 29.5 25.5 13 15 758 Btuh 11 2 NFRC 0.30,0.35 No No W 1.3ft 2.Oft 27.5 0.0 27.5 13 35 967 Btuh 12 2 NFRC 0.30,0.35 No No W 1.3ft 3.0ft 41.1 0.0 41.1 13 35 1445 Btuh Window Total 181 (sqft) 4232 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 5 Frame-Wood-Ext 0.08 19.0/0.0 129.2 1.6 204 Btuh 6 Frame-Wood-Ext 0.08 19.0/0.0 89.8 1.6 141 Btuh 7 Frame-Wood-Ext 0.08 19.0/0.0 140.0 1.6 221 Btuh 8 Frame-Wood-Ext 0.08 19.0/0.0 160.5 1.6 253 Btuh Wall Total 519 (sqft) 819 Btuh Ceilings Type/Color/Surface U Value R-Value Area(sqft) HTM Load 1 Unvented Attic/LightlWtal 0.048 1.0119.0 685.0 1.15 787 Btuh Ceiling Total 685(sqft) 787 Btuh Floors Type R-Value Size HTM Load 2 Interior 0.0 695(sqft) 0.0 0 Btuh 3 Raised-Open 19.0 72(sqft) 0.7 47 Btuh Floor Total 767.0(sqft) 47 Btuh Zone Envelope Subtotal: 5885 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.48 5480 0.25 53.2 1053 Btuh Internal Occupants Btuh/occupant Appliance Load gain 2 X 230 + 0 460 Btuh Sensible Envelope Load: 7397 Btuh Duct load Average sealed,Supply(R6.0-Cond.),Retum(R6.0-Cond.) (DGM of 0.000) 0 Btuh Sensible Zone Load 7397 Btuh The following to The window Excursion will be assigned to the system loads. 875 Btu Windows July excursion for System 1 Excursion Subtotal: 875 Btuh EnergyGauge®/USRRZB 0.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Debbie&Jamie Buckland Project Title: Climate:FL_JACKSONVILLE_INTL ARPT Fifth Street Buckland Residence Atlantic Beach, FL 32233-0000 1/17/2014 Duct load 0 Btuh Sensible Excursion Load 875 Btuh EnergyGauge®/USRRZB v3.1 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Debbie&Jamie Buckland Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Fifth Street Buckland Residence Atlantic Beach, FL 32233-0000 1/17/2014 WHOLE HOUSE TOTALS J Sensible Envelope Load All Zones 23437 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 23437 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 23437 Btuh Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 7796 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain (4.0 people @ 200 Btuh per person) 800 Btuh Latent other gain 0 Btuh Latent total gain 8596 Btuh TOTAL GAIN 32033 Btuh EQUIPMENT 1. Central Unit # 36000 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(1/z)) (Omt-compass orientation) " Version 8 EnergyGaugeO/USRRZB v3.1 Page 4 CITY OF ATLANTIC BEACH is) 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 g INSPECTION PHONE LINE 247-5814 r Application Number . . . . . 14-00000091 Date 3/06/14 Property Address . . . . . . 327 5TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 400000 ---------------------------------------- Application desc NEW HOME --------------------------------------- Owner Contractor - ------------------------ ----------------------- BUCKLAND, JAMIE & DEBBIE ELITE HOMES INC. 4855 APACHE AVE 357 12TH ST JACKSONVILLE FL 32210 ATLANTIC BEACH FL 32233 --- 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. 00 Permit Fee . . . . 216 . 00 Plan Check Fee 0 Issue Date Valuation . . . Expiration Date . . 9/02/14 ----------------------------------- 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 . Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle' s and Waste Management. ) PERMIT IS FL*Rj)Vftr010A'4 A�� Bx► � � Y X11 LA�HICi A it� A AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 C Page 2 Application Number . . . . . 14-00000091 Date 3/06/14 --------------------------------------------------------- Special Notes and Comments 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 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 PER ATTACHED LETTER, APPLICANT WILL SUBMIT SEPARATE FENCE AND PERGOLA PERMITS . ----------------------------------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 3 . 24 STATE PLBG DBPR SURCHARGE 3 . 24 --------------------------------------------------- Fee summary Charged Paid Credited ----Due--- ----------------- ---------- ---------- ------- Permit Fee Total 216 . 00 216 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 6 .48 6 .48 . 00 . 00 Grand Total 222 .48 222 .48 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. FROM FAX N0. :9048238736 Mar. 06 2014 12:45PM P1 PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Sernimole Rd Atlantic Beach,FL 32233 Ph(904)247-5826 Fax(904) 247-5845 JoH ADDREsS: � - ' ` PERMIT# pt .boo4l NEW OR IkEPLACIEMIENT INSTALLATION: Project Value$ _ .._.. TYPE vFFvr7 RF. QTY TypF of FEavRE 07' Bathtub ^_ Septic Tank&Pit _. Clothes Washer Shower J- Dishwasher Shower Pan .----� Drinking Fountain Slop Sink �_ Thrct Compartment Sink Floor Arvin Toilet Floor Sink Urinal Hose Bibs Vacuum Breakers Kti when Sink 1_. Vacuum Laundry Tray Water Connacod Appliances "Water Heater OtherLavatFixtures Water Treating System RE-I � TYPE OF FUMR9 QTY ') TY. E OF FDUVRE QTY Bathtub �V Septic Tank&kit Clothes Washer Shower --- Dishwasher Sktbwer Pan Drinking Fountain �� Slop Sink amt Sink Floor Drain Three Compartm Toilet Floor Sink _ — a�Bibs _�� Urinal_ Vacuum Breakers Kitchen Sink Water Laundry Tray -- Water Heater Appliances Lavatory - -^ Water Treating System Other Fixtures 1VIISCELLANEOUS: gallons(Requim 3 sets of i ❑ Sewer Replacement Ll Back -'ow.Preventer d Cxrease interceptor(Trap) . __ C) Lawn Sprinkler System Nm.u .jr of Heads t� Well to ttae * WD Well Completion Form. Comple form to be submitted ��Building pepart�nent °'" 1 inspecti SIR © Other ar abandoned for six.months.I hereby certify that I ha permit becomes void if work does not commetloe within a six month period or work is rd nano ad this work will be complied with whether spc this application and know the same to be true and correct- Ali provisions of laws and ordinances govcuM Cons xdon or the performance of oonsuw or not. The permit does not give antharity to violate the provisions of any other stow or local law regal La V ► Gin� Phone Number Property Owners Name . plumbing Company � bob l�,i rr,bl (,� l t11� Office Phone G.�w Fac 4 Z 3�B?� State ri.,.Zip37.?S Co.Address: � catioation#�l�l0' t�/Ragis� License,Haider(T'x�at}: ' Notarized SigrtL 5 Holder � da o£ ft"O -- N(lafy Public•state of Florida S.wom anT Subscribed be are e s y `�" . Comm.Expires Nov 16, tic l•+I - M1 NOTICE OF COMMENCEMENT ate of Tats Folio No. C ounty of To Whom It MaN Concern: The undersigned hereby informs you that improvements will be made to certain real property. and in accordance with Section 71of d e Florida Statutes.the following infortuation is stated in this NTICE OF COMMENCEMENT. gal Description ofpropertm,being intpro-,'ed: ' •F �� a �?�c.{C 7 '` �. >.�O'�rtyr ;� ; Ffl: �� ca• _fit ddress of property beim,improved: �� `>�1 `�t�� .�-,{�;�v fIL ��+ ;;t, �L �•�� 3 - Ccneral description of improvements: xvner: j In,; r_ V', Address: .4 i.4 . J•;��c5.:. ;r�.Y"� �; i e nets interest ul site of the improvement: Fee Simple Titleholder(if other than owner): 1.:4 Name: C ntractor: i_'€t' - n Address: - �`� �� r ,�, tit , ,-;. _ b, F-�_ 5 - ------ Telephone No.: Fax No: %A `` ��' -7 ` i S trete(if ane) - Address: _Amount of Bond$ Telephone No: Fax No: 1t ]nie and address of any person making a1loan for the construction of the improvements � 1 Name: DL. t i1t ,; l"'t,-r t4�,i��< A,7'); ti?/,�e'�<.;. !! '!G�✓I�I.t� -- Address: 1'7 It r�, V, le . 6A .5 C,',14 3 Phone No: 67% Fax No: N.tme of person Within the State of Florida. other than himself designated by owner upon whom notices or other documents ma,\ ,1: sc r<ed: Name: ,l` Address: --- Telephone No: -----_--___-_- _ Fax No: It addition to himself owner designates the following person to receive a copy of the Lienors Notice as provided in Sect it 7 :.06(2)(b).Florida Statues. (Fill in at Owners option) Name: _,,i,k4 - - Address: — Telephone No: Fax No: E piration date of Notice of Coinlcncetnent (the expiration date is one(1)year from the date of recording unless a different date is sl ecified): TMS SPACE FOR RECORDER'S USE ONLN OWN Elk Started �a. � rl j..-� Date: Before me this / -! day of c in the Ctv of Duval.Stitt, Of Florida,has personally appeared M nc ec 4 20140;72553,OR EIK 16737 Page 1687 Notan Public at Large.State of Florida.County of Duval. urnber Pages:1 My commi„ion expires: — ecorded 0402.2014 at 03:37 PM. c^^le Fussell CLERK CIRCUIT-OUR Dt:'VAI I'rrsonallc Kuo�in: Prc OUNTf xlucc I EC^RDING$1000 ., ” , JOSE RC'r60L%+ tt/ � Nota;y P WL. -State d HOT; a h1y Comm, Expires Apr 17,2015 ` Ccmmiss:on # EE 850666 CITY OF ATLANTIC BEACH i 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 'jilt Application Number 14-00000091 Date 5/28/14 Property Address . . . . . . 327 STH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 400000 ---------------------- ----------- ------------------------------ ------------------------------ Application desc NEW HOME ------------------------------- Owner Contractor -------------- ---------- BUCKLAND, JAMIE & DEBBIE ELITE HOMES INC. 4855 APACHE AVE 357 12TH ST JACKSONVILLE FL 32210 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) . 00 Permit Fee 151 . 00 Plan Check Fee Valuation 0 Issue Date Expiration Date . . 11/24/14 --------------------------- 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 . Full right-of-way restoration, including sod, is replied Roll off container company must be on City app rovedand container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) rrpp]n�,��rQQ mpasu eS e installed and PERMIT IS FAV � L3] AtiCQRITAN `�I TH AL `"gym"` 'LNTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 r Page 2 Application Number . . . . . 14-00000091 Date 5/28/14 ---------------------------------------------------- Special Notes and Comments 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 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 PER ATTACHED LETTER, APPLICANT WILL SUBMIT SEPARATE FENCE AND PERGOLA PERMITS. --------------------- --------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 27 STATE MECH DBPR SURCHARGE 2 . 27 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----- ---------- ---------- Permit Fee Total 151 . 00 151 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 54 4 . 54 . 00 . 00 Grand Total 155 . 54 155 . 54 . 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: PERMIT# -- M o� �J^� 320 / PROJECT VALUE $ 12-DOARI# REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity <4- Tons Per Unit 3`�-t4 I '2, Heat: Unit Quantity-2 _ BTU's Per Unit -2 4 9' Seer Rating_ REQJ UIRED Duct Systems: Total CFM a 4b0 REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Seer Rating Heat: Unit Quantity BTU's Per Unit gREQUIRED Duct Systems: Total CFM FIRE PREVENTION 3 sets of plans) Fire Sprinkler System Quantity (Requires 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 authori to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name � tAD Phone Number T> A �Uy-k?F-3�a l 9o`f-S F-�-rF(o Mechanical Company L 121AL i Office Phone Fax ty(3 -/ 4i- �A State FZ- Zip-3 ZC)I I Co. Address: �`-t ( ��1- License Holder(Print): �/� C ion/Registration Notarized Signature of License Holder Before me this 20 Signature of Notary Public CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ,-•r,1 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 14-00001051 Date 6/30/14 Property Address . . . . . . 327 5TH ST Application type description MECHANICAL GAS PIPING Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 0 ------------------------------------- Application desc cooktop/grill fireplace mech gas ------------------------------------ Owner Contractor ------------------------ BUCKLAND, JAMIE FLORIDA PROPANE PARTNERS 327 STH STREET GRIFFIS GA ATLANTIC BEACH FL 32233 461 TRESCA RD JACKSONVILLE FL 32225 (904) 724-4343 _ -- -----Permit . . MECHANICAL GAS PIPE PERMIT Additional desc . Plan Check Fee . 00 Permit Fee . . . . 125 . 00 0 Issue Date Valuation Expiration Date 12/27/14 ----- _ STATE MECH DCA SURCHARGE 2 • 00 Other Fees STATE MECH DBPR SURCHARGE 2 . 00 -----Fee summary--------Charged------------- Paid Credited ----Due--- _ ---------- ----- -- --------- ---------- - . 00 Permit Fee Total 125 . 00 125 . 0000 00 . 00 Plan Check Total • 00 . 00 Other Fee Total 4 . 00 4 . 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. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph _ 4 247-5826 Fax(904)247-5845 JOB ADDRESS: PERMIT # PROJECT VALUE S 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 REQUIRED Duct Systems: Total CFM REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer RatingREQUIRED Duct Systems: Total CFM FIRE PREVENTION Re 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 Rem erator Condenser BTU's Water Heaters #Vented Wall Furnaces Sol Collection Systems # Tanks(gallons) r/49 L ` Wells OTHER: r.),)IPF 4, - 7 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 co ect. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not giveAtr ther state or 111 oc law regulat nstruction or the performance of construction. Property Owners NamPhone Number Mechanical Company Office Phone Fax Co. Address: � � City ��'1/��_ State��,Zip`�� License Holder(Print): State Certification/Registration# Notarized Signature of License Hold Before me this day 20 Signature of Notary P is