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60 & 62 W 10th St Single Family Attached 2013 .0 , - CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003484 Date 10/15/13 Property Address . . . . . . 62 W 10TH ST Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 125000 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 --- Structure Information 000 000 NEW SINGLE FAMILY ATTACHED Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY ATTACHED Additional desc . . Permit Fee . . . . 555 . 00 Plan Check Fee 277 . 50 Issue Date . . . . Valuation . . . . 125000 Expiration Date . . 4/13/14 ---------------------------------------------------------------------------- Special Notes and Comments Must maintain walkable/accessible surface where sidewalk is removed/damaged by construction. If on-site storage is required, a post construction topographic survey documenting proper construction will be required. Full right-of-way restoration, including sod, is required. Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONA1 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 'XAAPt9VflT4QNEi:9qC6"AW9E 4FM4;�19 CWJ' OTJ��LWITWQWAi�H ORDINANCES AND THE FLORIDA PERMIT IS T BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003484 Date 10/15/13 ---------------------------------------------------------------------------- Special Notes and Comments *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 8 . 33 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 8 . 33 SEWER SDC-SYSTEM DEV CHG 4050 . 00 UTIL REV PRE APP >3 HRS 50 . 00 WATER CONNECT/METER ONLY 185 . 00 WATER CROSS CONNECTION 50 . 00 WATER SDC-SYSTEM DEV CHG 1140 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 555 . 00 S55 . 00 . 00 . 00 Plan Check Total 277 . 50 277 . 50 . 00 . 00 Other Fee Total 5641 . 66 5641 . 66 . 00 . 00 Grand Total 6474 . 16 6474 . 16 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003447 Date 10/11/13 Property Address . . . . . . 60 W 10TH ST Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 125000 ---------------------------------------------------------------------------- Application desc single family attached ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT FOR HUMANITY BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 (904) 241-1222 --- Structure Information 000 000 NEW SINGLE FAM ATTACHED Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY ATTACHED Additional desc . . Permit Fee . . . . 555 . 00 Plan Check Fee 277 . 50 Issue Date . . . . Valuation . . . . 12SO00 Expiration Date . . 4/09/14 ---------------------------------------------------------------------------- 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 . Must maintain walkable/accessible surface where sidewalk is removed/damaged by construction. If on-site storage is required, a post construction topographic survey documenting proper construction will be required. Full right-of-way restoration, including sod, is required. PERMIT ISEWAPJOVeW0S6)Qn AMOKM944 MWWAIXEt4TfWkTtIA14TI�r*@t<444"AqIPA AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEAQI 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003447 Date 10/11/13 ---------------------------------------------------------------------------- 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. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 8 . 33 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 8 . 33 SEWER SDC-SYSTEM DEV CHG 4050 . 00 UTIL REV PRE APP >3 HRS 50 . 00 WATER CONNECT/METER ONLY 185 . 00 WATER CROSS CONNECTION 50 . 00 WATER SDC-SYSTEM DEV CHG 1140 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 555 . 00 555 . 00 . 00 . 00 Plan Check Total 277 . 50 277 . 50 . 00 . 00 Other Fee Total 5641 . 66 5641 . 66 . 00 . 00 Grand Total 6474 . 16 6474 . 16 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 FILE Copy Office (904) 247-5826 Fax (904) 247-5845 2 rA�5Ti--e'T-k/e5T- oq�14tf7ie 6,,4417. Permit Number: L.3 Job Address: Legal Description 6k Parcel# ea of Sq.Ft. Sq n�n-heated/cooled 3,o Floor Ar Valuation of Work S- Proposed Work heated/cooled 4 5y-' 1'6' 7. AL-A Ae&77� 2- , 00,0, Class of Work(circle one): New 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 N/A Florida Product Approval# For multiple products use iii—oduct approval form Describe in detail the type of work to be performed: i L 4(& Property Owner Information: Name: Searko 66i-rtll- Fe(KIlul�nOt-�J Address: �f7 fM,410�� P4 A city fL4H-J-7e 13 e/4-eli State aZip Phone !?,O!q eZz 2 E-Mail or Fax# (Optional) Contractor Information: Company Name: 'RO,2zitS —Qualifying Agent: city 4-rifqfr�r� State zip jwg? Address: 7 12eAP Fax# Office P mzz Job Site/Contact Number State CertificationTRegistration Architect Name &Phone# Engineer's Name &Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address_ Mortgage Lender Name and Address Ap a i e e ade obtain 11 e 11 do he work and installations s indca' rtify that no work or installation has commencedprior to the m t 0 t tom t ds I law this jurisdiction. This permit becomes null 1 s f six )months at anv time after s in be pe ed he an ar a . d th to 11 rk pi rm k is s a eriod o c 0 r by a ' , f hs, or c t st st cto or 010 r Ffells, Pools, Arnaces, Boileis, Heaters, per t 0 - r m t d hin (6 on n n .r f 'd id f work s t co. ec, t, Par) Permit 0 0 1 ctrica """c ......i no I",T"t"Zhta e ate s be sec ed r E e k, ed de Tanks and Air Condflioners,eta WARNING TO OWNER: YOU R FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING9 CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I here certify that I have read and examined th' plication and know the same to be true and correct. All provisions of laws and ordinqnces governing this ).work will be complied with whether sr is me to give authority to violate or cancel the t eciXted herein or not. The granting of a permit does not presu ype provisions of any otherfederal,state, or local aw regulating construction or the peiformance of construction. Signature of Owner Signature of Contractor ne ............................ Print Name 4RIV04h .0.ff................................... Print Nai ............... ...................... .... Sworn tp and subscribe before me Sworn to and subscribed before me 70 17 this 70'Day of 20/-3 this 70'Day of 96-tary Public Notary-Public 17023 KYU MURMY MY W I� #W65 MY COMMISSION 0 EE1857n EXPIRES April 02,2016 EXPIRES AprN 02,2016 1 FArd*N00Vy8@rWft om tA10n'139Q153 FbodsNoWy8ervice cam DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: 417 Development Size Habitable Space 5-0 S./--: Non-Habitable Z-z-21,. Impervious area Miscellaneous Information Occupancy Group 12 - 3 Type of Construction:9. - (3 Number of Stories -Z Zoning District oe 6: Max. Occupancy Load Fire Sprinklers Required Flood Zone a# Conditions/Comments: Pe r S% NOTjLCEOF COMMENq-EMENT Permit No. Tax Folio No. State of Florida, County of Duval FILE Copy I !, t t THE UNDERSIGNED hereby give notice a he-imprnvemtfirwjj certain real property in accordance Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Descrip itonyf prop�erty (legal descrip�tion of property and address if available): e ty 71e'- (3&1'4L 2. General Description of I M provements: IR 611)0 '4 1,1 02 le-X X 49 4c-f e- 4;�A C� k tv-1 7- 7'o e',ty nx,-,y 0-h's 1-2 1-314-)-� 3. Owner Information: a) Name and Address: -'5,o,4r4 e_( //)a 6,-PAT Fo R I-lu-4,11`-f?'Y Z?7/"4rP(4,r R*D- b) Interest in property: 0 c)Name and address of simple titleholder(if other than owner)- Contractor Information: a)Name and Address: //,9131'r,97- Foq ltla^4,vj�K Zf 7 11/1�(/'�cvaTR� A7�64'H?-k 3 2 b) Phone Number:_ 5. Surety Information: a)Name and Address: b) Phone Number: c) Amount of Bond: $ 6. Lender Information: a)Name and Address: b) Phone Number: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by 713.13 (1)(a) 7, Florida Statutes: a)Name and Address: jQ j;4/tq-e t�,, b) Phone Numbers of Designated Person: 8. In addition'to himself/herself, Owner designates of to rece a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. a)Name and Address: b) Phone Number of person or entity designated by owner: 9 Expiration date of Notice of Commencement(The expiration date is one (1) year from the date of Recording unl( different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF TI NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PA) 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE F( IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED A� POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCIN CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDIT YOUR NOTICE OF COMMENCEMENT. The foregoing instrument was acknowledged before me this Zol't-day of 20_U_ NOTARY PUBLIC, STATE OF FLORIDA Print Name: X-7/1L -1�1&fl,!:� i�rPersonally Known F Identificatinn/Tvne,: KYLE MURRAY My COMMISSION#EE185723 EXPIRES AprN 02,2016 153 om Doc#2013216140,OR BK 16499 Page 853, Number Pages:1 Recorded 08/20/2013 at 01:36 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10,00 Map Output Page I of I JAXGIS Property Information lift jilm 3VI IS Me GO aft F Lai 91 71 1708120000 70 70 AIA 71 30 20 *is 14 =1 3ft RE# Name Address Transaction Map Flood AshSite JEDC Evacuation CPAC t Price Acres Book-Page Panel Legal Descriptions Zone Zone Zone so 18-34 38-2S- Not in Not in N/A I 10TH ST W 29E 468 NA AshSite Enterprise CAT 3 Planning 170812 OOOC BEACHES HABITAT FOR HUMANITY INC ATLANTIC BEACH 85000 0 46 1569700389 9417 ATLANTIC BEACH SEC H Zone Zone Dist: 32233 LOTS 1,2,3,4 BLK 66 http://maps.coj.net/WEBSITE/DuvalMapsSQL/toolbar.asp 9/30/2013 f,SS\ 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: '31'roject Address: &D L-`� (b'" No. of Units: Commercial Residential t.,�Multi-Family_ New Water Tap(s)&Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer e 111-9- Name: 'C:;ee'cA-e-5 ALLAtl/ Applicant Address: -2 177 421g4 City: Atlantic Beach State: C- L—Z�P: Phone Number:- 2, V- Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application#_j 3 Lf ) Water System Development Charge $ 1 L4 0- 00 Sewer System Development Charge il,bw- uD Water Meter Only $ 00 Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ Other $ TOTAL $ APPROVED: (Utility rector orAthorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Buildiing Department) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date rotAed: City web-site: hffp:/ANww.coab.us 9 APPLICATION REVIEW AND TRACKING FORM �io / Property Address: Id 7W 47- Department review re'quired Yes No -y- Applicant: ;��'7-bvt Planning &Zoning Project: la-;07;IV I-TfbdAdnilnistrator ublic Wooso blic Utili!§�� J fic Safety. Sa� OFR rue IS e r v fic e s Review fee $ Dept Signature Other Agency Review or Permit Required --heview or Receipt Date I of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of AJcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Ap'p-r o�ve d. FIDenied. (Circle one.) Comments: tBUILDING J:�PL�ANN:ING &ZO—NI-NZ-,- Reviewed by: Date- T T r Ir REE ADMIN. Second Review: []Approved as revised. E]Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by- Date: FIRE SERVICES Third Review: EJApproved as revised. E]Denied. Comments: Reviewed by._ Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road 24 -71 Atlantic Beach, Florida 32233-5445 Z3 t Phone(9G4)247-5826 - Fax(904)247-58�45 E-mail: building-dept@coab.us Date routed: City web-site: hffp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 7W r"-partment review required Yes No 4 9� Applicant: fan;nincg &Zonin� $M-Adrntnisffiftor _j7 Project: S/"5q IL /d-;�7;/v F16-blic k u blic Utili Ci6s-� ZPubfic Saf* ire Services Review fee $ 1!21 Dept Signature Other Agency Review or Permit Required Review or Receipt Date I of Permit Verified By Florida Dept. of Environmental Protedion Florida Dept.of Transportation St.Johns Ri er Water Management District Army Corps of Engineers r1*11,111- -1"otels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: OApproved. nDenied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: Las- 11,3 TREE ADMIN. Second Review: DApproved as revised. DDenied. P Comments: IC UTILIT PUBLIC SAFETY Reviewed by-. Date: FIRE SERVICES Third Review: DApproved as revised. E]Denied. Comments: Reviewed by: Date: Revised 05/14/09 ach City of Atlantic Be APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road SEP Atlantic Beach, Florida 32233-6445 5 Z3- -3 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: hffp:/Avww.coab.us APPLICATION REVIEW AND TRACKING FORM �0 Zt) & 7W Property Address: c:;,I— -Q-ppartment review required Yes. No Applicant: -PVanning &Zoning 7ffib-AdmIntstrator Project: S11)q /d-;tz;/V P-Liblic worl�s---N Ti6blic Utilkie� 113ubfic Safety. Fire Services EJ Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date I of Permit Verffied By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: []Approved. )(Denied. (Circle one.) Comments: BUILDING 1;4e '�" C,-- �)� PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: Approved as revised. ElDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES --v / 0 PUBLIC SAFETY Reviewed by, Date:-. FIRE SERVICES Third Review: nApproved as revised. []Denied. Comments: Reviewed by: Date: Revised 05t14109 City of Atlantic Beach I0 APPLICATION NUMBER Building Department Cro be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 -7 Phone(904)247-5826 - Fax(904)247-5845 BIT E-mail: building-dept@coab.us Date routed: City web-site, http'/AwAy.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: cf 7— partrnent review required Yes No 7 Applicant: '96 if 4A CS A V ---ninn & 7oni rfieAdmW—stit—or Project: S//7q IL Jd--;�7;/v ublic Wo 9 fic Utilig§�� Pabfic-Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date I of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: DApproved. E]Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: FlApproved as revised. F]Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: nApproved as revised. []Denied. Comments: Reviewed by: Date: Revised 05114/09 > 102. CD CD CD C) > n CD CD 0 0 CD N 0 5 Z' 0 V) �t rL 1 0 CLQ CD w - 0 CD UQ CD Z CD CL 0 Z + Z U) cr cn Z 0 UQ 0 Z CD aq P7" CD p. (7, C> z CD 0 t "I CD Z UQ c) p C� =r 0 CD Ln CD 10 �A CD 0 CD W Q CD �T C CD U–l� 0 CD C�L P. ;p -4 .10� I= —rj CD 0 Z:, Cr 0 Z. 0 cn p zs CD CD t:� m CD 0 0 CD 0 m CD CD 10 tz 0 0 < �! .0 0 0 0 10 CD ft - - CD 0_ �:F' 0, CD fD 0 0 . . . . . . . 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CD CD CL CD 1 CD 0 CD CD CD I w p CD �:s Cl, CD CD CD ITI Irl ITI (D f) —-(.I Z CD op CD CL 0 i= CD qQ > CD CD CD fD p = 0 0 CL = Z v CD = — CD =r CD 4 CD , -- — CD 0 Gn CD t� 0 :� Ej -- 0 cr cr CD ;'-' CD n CD E3 CD CD --j (::r CD 0 > > CD n r- CD r) p fD CD C=D =r CD 0 CD CD CD > 0 J= gL CD 0 CD UQ 00 CL CD CD n- CD oil oil S. > CD p UQ CD CD CD CD CD Cn CD CD CD 6 .1 W a CD p ot CD CD 0) (-D oil > Z �71 = Cal w -- 0� 00 p CD p IC3 0 CD CD RR lt� -+) CD -1 a p 0 CD <� 0) CD CL CD Z rjQ cL CA CD C) Ln CD CD 0 > p -�) CD CD x p CD CD p z > CD CD CD -t 0 cr w CD CD CD CD GO 0 10 -t Oil CD :� = 0 CD W Z CL CD CD CD .0 r-L CD M 'I r- CD U) e, CD CD 0 0 0 o CD CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 3,2233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: 3Project Address: 2, L-3 I b 4-4-) Z) --(� I No. of Units: I Commercial Residential V"'�'-Multi-Family— New Water Tap(s)&Meter(s)--L-- Meter Size(s) 31 to New Irrigation Meter— Upgrade Existing Meter from to— (size) New Connection to City Sewer Name: 4""4/ Applicant Address: :�7,12 10-111C City:Atlantic Beach State: Phone Number: 2 W-/? Email Address Cell Number: Fax: Signature: (4pplicant) Application# 3 — -3 LIS 4/ CITY STAFF USE ONLY Water System Development Charge $ 1 1 ILI 0- 6C� Sewer System Development Charge Water Meter Only Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $--150 100 Other $ (notes) F TOTA L ej APPROVED: (Utility DIrector or-Athorizzed Signature) ALL TAP REQ UEST MUST BE APPR 0 VED B Y UTLITIES DEPAR TMENT BEFORE FEES CANBEASSESSED �,Sf City of Atlantic Beach N" Building Department APPLICATION NUMBER (To be!Ssigned by the Building Departrnent.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us t route FLDate routed: J City web-site: http:/fwww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: J7 rt_m nt review re uired Ye's No uildi Applicant: P anning &Zoning Project: ?;/v �/ /Mcc ublic Works A blic Ufilit*es -PErbIL—Safiety— Fire Services fee $ Dept Signature Other Agency Review orPennit Required Review or Receipt Florida Dept..of Environmental Protection of Permit Verified By Date 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: pproved. nDenied. (Circle one.) Comments: BUILDING :ILANNING&ZONIN Reviewe�d by: ��Date. TREE ADMIN. Second Review: ElApproved as revised. nDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: ---------------- Date: FIRE SERVICES Third Review: ElApproved as revised. DDenied. Comments: Reviewed by:-------------- Date: A 05/14109 City of Atlantic Beach APPLICATION NUMBER Building Department 0 be (To be assigned by the f3ifildinq Department.) 800 Seminole Road A 1299 13 2 z-1 o q Atlantic Beach, Florida 3223 Phone(904)247-5826 Fax(9 .7-5845 �Wljf E-mail. building-dept@coab.Us - Date routed: -site: hffp:lfwww.coab.us City web APPLICATION REVIEW AND TRACKING FORM Property Address: �2- Ze T-V D rbnent review re uired Ye's No -Ruildi - �� Applicant: P anning Zonind-,--, -Adm his tor Project: si, -I/V ublic Works blic Utilities -Pubff Fire Services 'Review fee $ Dept SignatUre Other Agency Review orPermit Required Review or Receipt Florida Dept. of Environmental Protection of Permit Veriffed By Date Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Bevera es and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: fVApproved. E]Denied. (Circle one.) Comments: BUILDING ILANNING &ZONING TREE ADMIN. Reviewed by: Date:-q4� it-3 Second Review: ElApproved as revised. LJDenied. P U Comments: IC UTILIT — —13 PUBLIC SAFETY Reviewed b Date: FIRE SERVICES Third Review: [—]Approved as revised. E]Denied. Comments: Reviewed by:- Date:- d 05114109 antic Beach APPLICATION NUMBER city of Atl (ro be assigned by Ow BuMM Dqmtnslt) Building Department 800 Seminole Road Atlantic Beach Florkla 322336445 Phone(9C14)2�17-M26 - Fax(904)247—W5 Ll)mleroulbed: E-mail: building-dept@c0al)-us City web-sIte: httpjh~.coab.us APPLICATION REVIEW AND TRACKING FORM 77N ST nt review requi -Ye-9 _N701 Property Address: le N . review U'r" 7,,T PI nn &Zoni _ _ !sLnK Applicant: roe M r Project —7-1 1 Works Fire Services Review fee Dept Signature Review or Receipt Daft other Agency Review or Permit Required of permit V"Weed By Florida Dept of Environ-em'Protection Florida DePt Of T-nel'"Muon — St.Johns River Water Management LlwRA Army Corps of Engineers Division of Hotels and Restaurants I ni�Anlnn of Alcoholic Beverages ow Other APPLICATION STATUS Reviewing Department First Review: ElApproved. (Circle one.) Comments: BUILDING PLANNING&ZONING Revie�by' TREE ADMIN. Second Review: OAPProved as revised- E]Den r Comments: PUBLIC WORKS PUBLIC UTILITIES PUBLIC SAFETY Reviewed by* FIRE SERVICES Third Review- E]Approved as revised. [:]Denied. comments: RevWwed by: Re,+W OV14M9 City of Atlantic Beach APPLICATION NUMBER Building Department (ro be assigned by the Building Departrmnt.) 800 Seminole Road M. Atlantic Beach, Florida 32233-W5 Fax(QN)247-5845 Phone(904)247-5826 E-mail: building-dept@coab.us Date routed ,Ulf T I I I : /&, City web-site: http:/Avww.coab.us APPLICATION REVIEW AND TRACKING FORM 61 A_) / Property Address: 64 7W XT ent review required Yes No n e ' _t7 e t r V' Applicant: an%ing &kZoning) la I P! .e. min stivor rL"Ic Project: IPTUFbli Works-"5-- !gbr e UbIlC Sgw -Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date I of Peffnit'Verffled By Florida Dept. of Envirorunental Protecfion Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of AJcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: ElApproved. E]Denied. (Circle one.) Comments: PLANNING &ZONING Reviewed by: Date:/0-2--/3 TREE ADMIN. Second Review: [:]Approved as revised. ElDenied.V PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by- Date: FIRE SERVICES Third Review: rJApproved as revised. E]Denied. Comments: Reviewed by: Date: Rev I ised 05/14/09 FORM 405-10 11 COPY `21 FLORIDA ENERGY EFFICIENktr,coormeav, tL"'DING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name 2 Story 3 Br Attached Single-60 W 10th St BuilderName� Habitat For Humanity Beaches Street: 60 West I Oth Street - Permit Office: Duval City,State.Zip* Aflvbc B FL 3223j) Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(1432.0 sqft.) Insulation Area 2 Single family or multiple family Multi-family a.Frame-Wood,Exterior R=13.0 1208.00 111 b.Frame-Wood,Common R=11.0 224.00 ft-' 3. Number of units,if multiple family I c. N/A R- ft� 4. Number of Bedrooms 3 d.N/A R- ft2 5. Is this a worst case? No 10.Ceiling Types (640.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 640.00 ft2 6. Conditioned floor area above grade(ft) 1250 b�N/A R= ft2 Conditioned floor area below grade(ft) 0 c. NIA R= ft2 11.Ducts R ft' 7. Windows(160 3 sqft.) Description Area a.Sup:Attic,Ret: Main,AH:Main 6 250 a, U-Factor: Dbl,U=0.34 160.30 ft' SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 23.5 SEER:14.00 c. U-Factor: NIA ft2 SHGC: 13 Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 23.5 HSPF:8.00 SHGC: Area Weighted Average Overhang Depth: 1.000 ft, Area Weighted Average SHGC: 0.300 14.Hot water systems 8. Floor Types (640.0 sqft.) Insulation Area a.Electric Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0-0 640.00 ft2 b Conservation features EF:0.920 b.N/A R- ft, None c. N/A R= ft, 15.Cr�dits Pstat Glass/Floor Area: 0.128 Total Proposed Modified Loads: 27 13 Total Standard Reference Loads: 34.18 PASS 1 hereby certify that the plans and specifications covered by Review of the plans and 0 this calculation are in compliance with the Florida Energ specifications covered by this �4V 0 Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: �nerg this building will be inspected for #4 compliance with Section 553.908 I hereby certify that this building. as designed, is in compliance Florida Statutes. with the Florida E;nergy Code. 0 WE OWNER/AAGEN BUILDING OFFICIAL� DATE: DATE: Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 9112/2013 5:02 PM EnergyGauge4D USA-FlaRes2010 Section 405.4.1 Compliant Software Page I of 6 PROJECT Title: 2 Story 3 Br Attached Single- Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1250 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Habitat For Humanity Beache Rotate Angle: 0 Street: 60 West 1 Oth Street Permit Office: Duval Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach , Family Type: Multi-family FL, 32233- New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V 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 1250 10000 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1250 10000 Yes 4 3 1 Yes Yes Yes FLOORS y # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 76 ft 0 640 ft2 ---- 0.3 0 0.7 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 674 ft2 0 ft, Medium 0.96 No 0.9 No 0 18.4 A171C V # Type Ventilation Vent Ratio(11 in) Area RBS IRCC 1 Full attic Vented 300 640 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 640 ft2 0.11 Wood 9/12/2013 5:02 PM EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below it nrnt Tr) WqI1 TVpP Space R-Vahp Ft In Ft In Arpn RA/ahle Fraction Absor Grade% 1 NE Exterior Frame-Wood Main 13 20 0 8 0 160.0 ft2 0 0.8 0 2 SE Exterior Frame-Wood Main 13 3.5 0 8 0 28.0 ft2 0 0.8 0 3 NW Exterior Frame-Wood Main 13 3 0 8 0 24.0 ft2 0 0.8 0 4 SW Exterior Frame-Wood Main 13 14 0 8 0 112.0 ft2 0 0.8 0 5 SE Exterior Frame-Wood Main 13 4.5 0 8 0 36.0 ft2 0 0.8 0 6 SW Exterior Frame-Wood Main 13 6 0 8 0 48.0 ft2 0 0.8 0 7 SE Exterior Frame-Wood Main 13 8.5 0 8 0 68.0 ft2 0 048 0 8 SE Exterior Frame-Wood Main 13 5 0 8 0 40.0 ft2 0 048 0 9 SE Exterior Frame-Wood Main 13 10 0 8 0 80.0 ft2 0 0.8 0 10 NW Exterior Frame-Wood Main 13 345 0 8 0 28.0 ft2 0 0.8 0 11 NE Exterior Frame-Wood Main 13 14 0 8 0 112.0 ft2 0 0.8 0 12 NE Exterior Frame-Wood Main 13 6.5 0 8 0 52.0 ft2 0 0.8 0 13 SE Exterior Frame-Wood Main 13 5.5 0 8 0 44.0 ft' 0 0.8 0 14 SE Exterior Frame-Wood Main 13 15 0 8 0 120.0 ft2 0 0.8 0 15 SE Exterior Frame-Wood Main 13 12 0 8 0 96.0 ft2 0 0.8 0 16 SW Exterior Frame-Wood Main 13 10 0 8 0 80.0 ft2 0 0.8 0 17 SW Exterior Frame-Wood Main 13 10 0 8 0 80.0 ft2 0 0.23 0.8 0 18 NW Neighbor Frame-Wood Main 11 28 0 8 0 224.0 ft2 0 0.23 0.8 0 DOORS # Ornt DoorType Space Storms U-Value Width Height Area Ft In Ft In 1 NE Wood Main Metal 0.36 3 0 6.7 0 20.09999 WINDOWS Orientation shown is the entered, Proposed orientation, Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 NE I Vinyl Low-E Double Yes 0.34 0.3 28.1 ft2 1 ft 0 in 10 ft 0 in None None - 2 SE 2 Vinyl Low-E Double Yes 0434 03 9.0 ft' 1 ft 0 in 10 ft 0 in None None - 3 SW 4 Vinyl Low-E Double Yes 0.34 0.3 20.1 ft2 1 ft 0 in 10 ft 0 in None None 4 SW 4 Vinyl Low-E Double Yes 0.34 0.3 9.0 ft' 1 ft 0 in 10 ft 0 in Drapes/blinds Exterior 5 5 SE 7 Vinyl Low-E Double Yes 0.34 0.3 10.4 ft2 1 It 0 in 1 ft 0 in Drapes/blinds Exterior 5 6 NE 11 Vinyl Low-E Double Yes 0.34 0.3 28.1 ft' I ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 7 SE 14 Vinyl Low-E Double Yes 0.34 0.3 10.4 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 8 SE 15 Vinyl Low-E Double Yes 0.34 03 14.0 ft2 1 ft 0 in I ft 0 in Drapes/blinds Exterior 5 9 SW 16 Vinyl Low-E Double Yes 0.34 043 15.6 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 10 SW 17 Vinyl Low-E Double Yes 0.34 0.3 15.6 ft' I ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 9/12/2013 5:02 PM EnergyGauge@)USA-FlaRes201 0 Section 405.4.1 Compliant Software Page 3 of 6 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Best Guess 0.000300 983.63 54.000 101.55 0.2843 5.9017 HEATING SYSTEM y # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8 23.5 kBtu/hr 1 sys#1 COOLING SYSTEM y # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 14 23.5 kBtu/hr 705 cfm 0.75 1 sys#1 HOT WATER SYSTEM y # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS ---Supply---- --Return-- Air CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler CW0125 OUT QN RLF Heat Cool 1 Attic 6 250 ft2 Main 62.5 ft2 Default Leakage Main cfm (Default) TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling Jan Feb Mar Apr May Jun Ju Aug Sep Oct Nov Dec Heating Jan Feb M Apr May Jun Jul rj Aug Sep Oct Nov Dec Venting Jan Feb M Apr I I May ri Jun rl Jul Aug ri Sep Oct HX Nov H Dec 9/12/2013 5:02 PM EnergyGauge@ USA-FlaRes201 0 Section 405.4.1 Compliant Software Page 4 of 6 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 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 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/12/2013 5:02 PIVI EnergyGaugeG 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: 60 West 10th Street PERMIT#: Atlantic Beach, FL, 32233- 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>1 OkW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 9/12/2013 5:02 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 79 The lower the EnergyPerformance Index, the more efficient the home. 60 West 10th Street, Atlantic Beach, FL, 32233- 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or mulfiple family Multi-family a. Frame-Wood,Exterior R=1 3.0 1208.00 ft2 b. Frame-Wood,Common R=11.0 224.00 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 Insulation Area a. Under Attic(Vented) R=30.0 640.00 ft2 6. Conditioned floor area(ft2) 1250 b.N/A R= ft2 7. Windows- Description Area c. N/A R= ft2 a. U-Factor: Dbl,U=0.34 160.30 ft2 11.Ducts R ft2 SHGC: SHGC=0.30 a. Sup:Attic,Ret:Main,AH:Main 6 250 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 23.5 SEER:14.00 SHGC: d. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 1.000 ft. a. Electric Heat Pump 23.5 HSPF:8.00 Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14.Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 640.00 ft2 a. Electric Cap:40 gallons b.N/A R= ft2 EF:0.92 c. N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building .114E Sr Construction through the above energy saving features which will be installed (or exceeded) 0 in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: all 3 * 6,� City/FI_Zip: Address of New Home. 6,�P W I f T( e '32233 WIE *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.corn 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: 2 Story 3 Br Attached Single-60 W I Oth St Builder Name: Habitat For Humanity Beaches Street: 60 West 10th Street Permit Office: Duval City,State,Zip: Atlantic Beach,FL ,32233- Permit Number: Owner: 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 separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to sub loor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software 2 Story 3 Br Attached Single - 60 W I Oth St HVAC Load Calculations for Habitat For Humanity Beaches 1671 Francis Avenue Atlantic Beach, FL 32233 � t Elite oftware RHVACRESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS Prepared By: Jim Williams Home Energy Services 2080 Davis Rd. Jacksonville, Fl. 32218 904 757-3569 Thursday, September 12, 2013 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 2 Story 3 Br Attached Single-60 W 10th St Jacksonville,FL 32218 Page 2 Project Report Project Title: %ct Information 2 Story 3 Br Attached Single-60 W 1 Oth St Project Date: Thursday, September 12, 2013 Client Name: Habitat For Humanity Beaches Client Address� 1671 Francis Avenue Client City: Atlantic Beach, FL 32233 Client Phone: 9042411222 Client Fax: 9042414310 Company Name: Home Energy Services Company Representative: Jim Williams Company Address: 2080 Davis Rd. Company City: Jacksonville, Fl. 32218 Company Phone: 904 757-3569 Company Fax: 904 757-7104 Company E-Mail Address: jimwilliams@homebuildingstore.com Company Website: homebuildingstore.com Company Comment: Design Data Reference City: Jacksonville, Florida Building Orientation: Front door faces Northeast Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48 Total Building Supply CFM: 850 CFM Per Square ft.: 0.680 Square ft. of Room Area: 1,250 Square ft. Per Ton: 688 Volume (ft3) of Cond. Space: 9,996 Is Total Heating Required Including Ventilation Air. 15,788 Btuh 15.788 MBH Total Sensible Gain: 18,683 Btuh 86 % Total Latent Gain: 3,108 Btuh 14 % Total Cooling Required Including Ventilation Air: 21,792 Btuh 1.82 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Thursday, September 12, 2013, 4:28 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Developm—ent,Inc. Home Energy Services 2 Story 3 Br Attached Single-60 W 1 Oth St Jacksonville,FL 32218 Page 3 Miscellaneous Repott System 1 Main Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 Duct Sizing inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.01000 0.01000 Pressure Drop: 0.1000 in.wg./l 00 ft. 0.1000 in.wg./l 00 ft. Minimum Velocity: 550 ft./min 450 ft./min Maximum Velocity: 600 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.250 AC/hr 0.250 AC/hr 42 CFM 42 CFM Infiltration Actual: 0.250 AC/hr 0.250 AC/hr Above Grade Volume: X 9,996 Cu.ft. X 9,996 Cu.ft. 2,499 Cu.ft./hr 2,499 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 42 CFM 42 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 20.88 = (1-10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 41.76 = (1-10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(42 CFM) Summer Infiltration Specified: 0.250 AC/hr(42 CFM) Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakaqe Insulation Area MDD 1 Supply Main Attic 16B 0.09 6 338 No I Return Main Attic 16B 0.15 6 125 No Thursday, September 12, 2013, 4:28 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 2 Story 3 Br Attached Single-60 W 1 Oth St Jacksonville,FL 32218 Page 4 FL-oad Preview Report Net Rec ft.2 Sen Let Net Sen S Sys Sys Duct y Clg CAct S Scope Ton Ton /Ton Area Gain Gain Gain Loss H ys� C M Si�e tg CFM CFM FJM Building 1.82 2.08 602 1250 18,683 3.108 21,792 15,788 319 850 850 System 1 1.82 2.08 602 1,250 18,683 3,108 21,792 15,788 319 850 850 18 Duct Latent 747 747 Zone 1 1,250 18,683 2,361 21,044 15,788 319 850 850 18 1-Great Room 340 5,735 1,039 6,774 3,922 79 261 261 3-5 2-Kichen 154 3,942 367 4,309 2,636 53 179 179 2-6 3-Bath 1 44 676 131 807 1,855 38 31 31 1-A 4-Utility 30 116 45 161 576 12 5 5 1-4 5-Stair 42 231 90 321 1,153 23 11 11 1-4 6-Master Bedroom 168 2,926 158 3,084 1,454 29 133 133 2-5 7-M WIC 35 358 108 466 590 12 16 16 1-4 8-Stair Upstairs 100 915 135 1,050 980 20 42 42 I-A O-Bedroom 2 120 2,148 198 2,346 1,596 32 98 98 1-6 10-Bedroom 3 120 1,414 90 1,504 865 17 64 64 1_5 11-Bath 2 67 153 0 153 ill 2 7 7 1-A 12-Laundry 30 69 0 69 50 1 3 3 1-A Thursday, September 12, 2013,4:28 PM Rhvac:-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 2 Story 3 Br Attached Single-60 W 1 Oth St Jacksonville,FL 32218 Page 5 Duct Size Preview Room or Minimuml Maxjmum� Rough. esign I SPI D�ct Act. Duct 4 i Dul-t Htg I C1g .Duct Name Velocity _Veloc ty I Factorl NL/1001 Lossi Velocity Len h L Flow] Flo. lo)�( System 1 LE— �jLtze Supply Runouts Zone 1 1-Great Room 450 750 0 0.1 637.9 79 261 261 3--5 2-Kitchen 450 750 0 041 456.8 53 179 179 2--6 3-Bat) 1 450 750 0 0.1 352.3 38 31 31 1-4 4-Uti lity 450 750 0 041 60,3 12 5 5 1-4 5-Stair 450 750 0 0.1 120 7 23 11 11 1-A 6-M aste r B ed ro om 450 750 0 041 488�2 29 133 133 2--5 7-M VVIC 450 750 0 0.1 186.5 12 16 16 1-A 8-Stair Upstairs 450 750 0 0.1 477.1 20 42 42 1-A 9-Be(Jroom 2 450 750 0 0.1 497.7 32 98 98 1--6 10-Bedroom 3 450 750 0 0.1 471.8 17 64 64 1-5 1 1-Bath 2 450 750 0 0.1 79.7 2 7 7 1-A 1 2-Laundry 450 750 0 0.1 3&1 1 3 3 1-A Other Ducts in System 1 Supply Main Trunk 550 600 0 0.1 481 319 850 850 18 Summary----,--- System 1 Heating Flow: 319 Cooling Flow-. 850 Thursday, September 12, 2013, 4:28 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 2 Story 3 Br Attached Single-60 W 1 Oth St .Jacksonville,FL 32218 Page 6 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 4A-6-o: Glazing-Double pane low-e (e = 0.20 or less), 37.1 478 0 996 996 high performance, operable window, e=0.05 on surface 2, any frame, u-value 0.34, SHGC 0.3 1OD-f: Glazing-French door, double pane low-e glass (e 20.1 260 0 558 558 0.10), insulated fiberglass frame, u-value 0.34, SHGC 0.3 4A-6-o: Glazing-Double pane low-e (e = 0.20 or less), 103.1 1,331 0 2,708 2,708 high performance, operable window, e=0.05 on surface 2, any frame, u-value 0.34, SHGC 0.3 111: Door-Wood - Panel With Metal Storm 20.1 275 0 217 217 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 991.6 2,561 0 1,444 1,444 cavity, no board insulation, siding finish, wood studs 12B-Osw: Wall-Frame, R-1 1 insulation in 2 x 4 stud 36 133 0 98 98 cavity, no board insulation, siding finish, wood studs 16B-30: Roof/Ceiling-Under Attic with Insulation on Attic 639.5 778 0 1,104 1,104 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 22A-ph: Floor-Slab on grade, No edge insulation, no 76 3,921 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: 9,737 0 7,125 7,125 People: 5 1,000 1,150 2,150 Equipment: 0 4,900 4,900 Lighting: 0 0 0 Ductwork: 4,312 747 4,636 5,384 Infiltration: Winter CFM-. 42, Summer CFM: 42 1,739 1,361 872 2,233 Ventilation:Winter CFM: 0, Summer CFM-. 0 0 0 0 0 Total Building Load Totals: 15,788 3,108 18,683 21,792 Check Figures Total Building Supply CFM: 850 CFM Per Square ft.: 0.680 Square ft. of Room Area: 1,250 Square ft. Per Ton: 688 Volume (ft3)of Cond. Space: 9,996 Building Loads Total Heating Required Including Ventilation Air: 15,788 Btuh 15.788 MBH Total Sensible Gain: 18,683 Btuh 86 % Total Latent Gain: 3,108 Btuh 14 % Total Cooling Required Including Ventilation Air. 21,792 Btuh 1.82 Tons(Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Thursday, September 12, 2013, 4.-28 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 2 Story 3 Br Attached Singte-60 W 10th St Jacksonville,FL 32218 Page 7 Building Pie Chart Infiltration 11% Floor 25% Building Loss Ductwork 27% 15,788 Roof 5% Btuh Wall 17% Door 2% Glass 13% Roof 5% Infiltration 10% Wall 7%, Building Glass 20%.-- --Ductwork 25% Gain 21,792 Btuh Door 1% People 10% Equipment 22% Thursday, September 12, 2013, 4:28 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 2 Story 3 Br Attached Single-60 W 10th St Jacksonville,FL 32218 — * Page 8 System I Room Load Summary Htg Min Run Run CIg CIg Min Act Room Area Sens Htg Duct Duct Sens Lat CIg Sys – No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Great Room 340 3,922 79 3-5 638 5,735 1,039 261 261 2 Kitchen 154 2,636 53 2-6 457 3,942 367 179 179 3 Bath 1 44 1,855 38 1-4 352 676 131 31 31 4 Utility 30 576 12 1-4 60 116 45 5 5 5 Stair 42 1,153 23 1-4 121 231 90 11 11 6 Master Bedroom 168 1,454 29 2-5 488 2,926 158 133 133 7 M WIC 35 590 12 1-4 187 358 108 16 16 8 Stair Upstairs 100 980 20 1-4 477 915 135 42 42 9 Bedroom 2 120 1,596 32 1-6 498 2,148 198 98 98 10 Bedroom 3 120 865 17 1-5 472 1,414 90 64 64 11 Bath 2 67 ill 2 1-4 80 153 0 7 7 12 Laundry 30 - 50. 1 1-4 36 69 0 3 3 Duct Latent — 747 System 1 total 1,250 15,788 319 18,683 3,108 850 850 System 1 Main Trunk Size: 18 in. Velocity: 481 ft./min Loss per 100 ft.: 0.034 in.vvg m Summary Cooling Sensible/Late Sensible Latent— Total Tons Split Btuh Btuh Btuh Net Required: 1.82 86% / 14% 18,683 3,108 21,792 Actual: 1.97 75% /25% 17,700 5,900 23,600 LEquipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 25HNB524A**31 25HNB524A**31 Indoor Model: CSPH*2412AL* Brand: INFINITY 15 PURON HP INFINITY 15 PURON HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8.5 HSPF 15 SEER Sound: Capacity: 24000 23600 Sensible Capacity: n/a 17,700 Btuh Latent Capacity: n/a 5,900 Btuh AHRI Reference No.: n/a 6446718 Thursday, September 12, 2013, 4:28 PM I L E RE: 505908 - 1109 COASTAL BAY BLVD, BOYNTON BEACH, FL 33435 Site Information: Project Customer: Beaches Habitat Project Name: 505908 Model: 2story 3bdrm Lot/Block: Subdivision: 8 LU Address: 60/* 1 Oth St West > City: Duval State: Florida 3, C Name Address and License#of Structural Engineer of Record, If there is one, Name- Paine, Lawrence A., PE License#: 21475 W C1.C Address: 319 Oglethorpe Blvd. City: St. Augustine State: Florida v F� a E LL General Truss Engineering Criteria & Design Loads (individual Truss Design Dr ftji�i�how Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20 72�15 ,,, - E W L . I MIR Wind Code: ASCE 7-10 Wind Speed: 130 mph Floor Load: 55.0 psf M 5 ,P 0 Roof Load: 32.0 psf I This package includes 25 individual, dated Truss Design Drawings and 0 AdditionatDr ng s. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet j conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. This document processed per section 16G15-23.003 of the Florida Board of Professionals Rules c(a In the event of changes from Builder or E.O.R. additional coversheets and draWjr�gs i�i" paF4 this coversheet. The latest approval dates supersede and replace revious dr#wi4Vs15 _th A_p 0 E No. Seal# Truss Name Da INo. ISeal# Truss Name Date . . ............... .............. cioll 7/1 at - .T07 1 ;e 13 &2 .17013286 llvo _[18117013W3. ................. C .............. C' .17013287 IC 02 L17013304 T08 119 7/18/013; E Lu .............. 7/18/013 -- M tn 0 > .17013288 1 CJ03 17/18/013 120 117013305 T09 7/18/013 T C) A :17013289 1 EJ01 17118/01.3 121 17013306 :T10 7/18/013 J ..................- - ........ .......... 15 117013290 1 F02 17/18/013 122 117013307 !T11 7/18/0113�: 3 .17013291 F03 117013308 T12 7/18/013 ............17/18/0113 123 - --......- 17 117013292 F04 17/18/01 3 j 24 117013309 iT13 7/18/013 .8 117013293 F05 117013310 T14 7/18/013 17/18/013 125 .......... 19 117013294 F06 7/18/013d �10 17013295 FGE01 7/18/013 1 !-f f -roi n96 HJ01 __'_T/18/013] 12 :1.70113297-1 TOIG 17/18/0131 113 117013298 T02 I r/18/0131 14 17013299 T03G _.17/118/013 �15 17013300 1 T04 17/18/01 116 :17013301 JT05G 17/18/013.1 ................. �17 T06 17/11WO113�1 The truss drawing(s)referenced above have been prepared by MiTek S Industries, Inc.under my direct supervision based on the parameters '7 NS provided by Builders FirstSource(Jax). Truss Design Engineer's Name: Julius Lee o34869 My license renewal date for the state of Florida is February 28,2015. z NOTE:The seal on these drawings indicate acceptance of 0 <\ . STATE OF professional engineering responsibility solely for the truss components shown. The suitability and use of this component ......... for any particular building is the responsibility of the building ////OW-\ designer, per ANSI/TPI-1 Chapter 2. J4 18,2013 1 of I Julius Lee Job Truss Type Oty ply 17013287 W59DS Jack-Open Truss 4 7 1 Job Builders FirstSource. Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Ad IS 16-09:47 20113 Page I ID:bW D42aFSHCdYXPihIONv4ywpOk-4tKCW398JReCMv5YKkwDlZE93SjVkOJOYWnLY 3-M 3 .m 5_2 In 151 4 2" 3 LOADING(psf) SPACING 2-0-0 CS1 DEFIL in Qoc) Well Lid PLATES GRIP TCLL 200 Plates Increase 1.25 TC 0.16 Vert(LL) -0.00 2-4 �999 240 MT20 2441190 TCDL 7.0 Lumber Increase 125 BC 0.07 Vert(TQ -0.01 24 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TQ -0.00 3 n/a n1a BCDL 5.0 Code FBC2010rTPI2007 (matrix) Weight.11 lb FT=20% LUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. [MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation Qui REACTIONS (lb/size) 3--43/Mechanical,2--161/0-3-8(min.0-1-8),4--14/Mechanical Max Harz 2=82(LC 8) Max 1Jpfift3--54(LC 12).2--164(LC 8) Max Grav 3--53(LC 2),2--194([_C 2),4=42(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. I NOTES (7-9) �GENS�' 1)ViAnd:ASCE 7-10;Vutt--130mph(3-second gust)Vasd=101mph:TCDL=4.2psf,BCDL=3.Opsf;h=25ft;Cat.H:Exp C;EncA.,GCpi=0.18;MVvFRS (envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL--1.60 34869 2)This truss has been designed for a 10.0 psf bottom chord live load nonroncuffentwith any other live loads. '\GEN 348 _�& W. e�f,wo� 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. an the bottorn chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the 3)*This truss has been designed for a live load of 20.Opsf bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to beanng plate capable of withstanding 54 lb uplift at joint 3 and 164 lb uplift at joint 2. 6)'Semi-rigid pitchbreaks,including heels'Member end fixity model was used in the analysis and design of this truss. T 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the STATE OF responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. .......... 9)Truss Design Engineer Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE,S)Standard July 18,2013 WARNING-Verify design parametem and READ NOTES ON THIS AND INCLUDED WTFK REFERENCE PAGE 1191-7473 BEFORE USE. D sign valid far use only with MiTek corinectors.This designis based only upon parameters shown,and is far an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shcvvn is for lateral support of individual vvelo members only.Additional temporary brocing to insure stability during construction is the responsibillity of the Julius Lee PE. ffectw.Additional permanent bracing of the overall stnicture is the responsibifity,of the building designer.For general guidance regfording H 09 Coastal Bay I brication,quality control.storage,delivery.erection and bracing.consult ANSI/TPI1 Quality Criferia,DSB-89 and SCS"Building Component Boynton Beach,FL 33435 Saafety Information available from Truss Plate Institute,583 UOnoffio Drive,Madison.WI 53719. J SOS" EJDI Typo I Truss 22 00 ob Truss —IT 1Qty Fly Job Reference L onalj- Builders FirstSource, Jacluionville,R 322" 7.3W s Sep 27 2D12 Mi Industries,kic.Thu Jul IS I&MA9 2013 Pap I ID:bW—D42aFSHCdYXPihlONv4ywpOk-OGR84W4PjxhLRKCHCyoYq2vrrlgFLIZkApD7NGywnLA 4:0 5.10-1 1 1-:41 5-10-12 3 4.5-2 In 2 4 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (toe) Vdeff Ud PLATES GRIP TCLL 200 Plates Increase 115 TC 0.54 Vert(LL) -0-05 2-4 �999 240 MT20 244/190 TCDL 70 Lumber Increase 1.25 BC 031 Vertn) -0.11 2-4 >621 180 BC LL 00 Rep Stress I ncr YES WB 000 Horz(TL) -0.00 3 rVa n1a BCDL 50 Code FBC20101TPI2007 (Matrix) Weight:20 lb FT=20% LUMBER BRACING TOPCHORD 2x4 SP No.2 TOP CHORD Structuirall wood sheathing directly applied or 5-10-12 oc purfins- BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling chrectly applied or 10-0-0 oc bracing. M'Tel —mends that Stabilizers and required cross bracing be installed durma ss erection, ance with Stabilizer Installation ide. REACTIONS (Ib1size) 3--116/Mechanical,2=230/0-3-8(min.0-1-8).4--28/Mechanical Max Harz 2=133(LC 8) Max Uplift3--134(LC 12),2=196(LC 8) Max Grav 3--143(LC 2),2=275(LC 2),4=85(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown. IV\9 NOTES (7-9) \CENS,� 1)Wind:ASCE 7-10,Vult--130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf:,BCDL--3.Opsf,h=25ft;Cat.ll;ExpC:ErrJ.,GCO=0.18;MVVFRS (envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 34869 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. "GEN 348 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wde will fit between the bottom chord and any other members. 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 lb uplift at joint 3 and 196 lb uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. T 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the STATE OF responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ORW---- Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 9)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASES)Standard July 18,2013 AL WARNING-V—ify d-igirr p—meteins and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AM 7473 BEFORE USE. Design valid for use only with M-fek connectom This design is based any upon parameters shown,and is far an individual building component. Applicabiity of design paramenters and proper inconoorotion of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual�b members only.Additional temporary bracing to insure stabifiRy during construction is the responsibility of the Julius Lee PE. er ctor.Additional permanent bracing of the overall str-ucture is the responsibility at the building designer.For general guidance regarding I I D9 Coastal Bay fabrication,quality control,storage.delivery,erectiorn,and bracing consult ANSI/TP11 Quardy Criteria,DSB-89 and SCS11 BuIll Ccmiponerd Boynton Beach,FL 33435 Safety Informafkm available from Truss Plate Institute.583 D'Cnoffio Drive,Madison,VVI 53719. Job T ss Truss Type 171 u pis 1701321111 5.05M F03 Flow Truss I 7J.ob Reference to pbonal) Builders FirstSDume, Jacksonville,Fl 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Jul 18 16:09:512013 Page 1 ID bW-D42aFSHCdYXPihIONv4ywpOk-yfZuVC6fFYx3gdMgKNqOvl�_9jqD?Arfle7iES9ywnLt 0.1-8 H 1 1-3-0 1-" 4 f3 12W is 45 1&2-0 16-2-0 PtaieOftetsKY): [I:Edge,0-14".[S-.0-1-S.Eduel.[Ii:.61-8.EdOOI LOADING(psQ SPACING 2-0-0 CS1 DEFL in (10c) Vdefl Ud PLATES GRIP TCLL 400 Plates Increase 1.00 7C 0.64 Vert(LL) -0.18 13-14 �999 360 MT20 244/190 TCDL 100 Lumber Increase 1.00 BC O�87 Vert(TL) -0.28 13-14 >880 240 BCLL 0.0 Rep Stress I ncr YES VVB O�54 Horz(TL) 0.05 9 We We BCDL 5�0 Code FBC2010frP112007 (Matrix) Weight:84 lb FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals BOTCHORD 2x4SPNo.1(flaQ BOTCHORD Rigid ceiling directly applied or 111-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (lb/size) 17=86910-3-0(min.0-1-8),9=869/0-3-0(min.0-1-8) FORCES (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOPCHORD 17-18--865/0,1-18�863/0.9-19--866/0,8-19��5/0,1-2=-869/0,2-3---2105/0,'A 4-.2732/0, -8=-875/0 4-5--2843/0,54�--284&0,6-7=2089/0.7 S BOTCHORD 15-16=0/1632,14-15--Or2557,13-14=0/2843,12-13--012843,11-12=012537.10-11=011637 WEBS 1-16--0/1121,2-16=1061/0,2-15=0/658.3-15=-629/0,3-14=0/350,4-14=392/104,8-10--Qtll28, \CENS,�- 7-10=-1060/0,7-11=0/628.6-11=-624/0,6-12=0/618,5-12=-254/0 NOTES (6-8) "CEN 348 1)Unbalanced floor live loads have been considered for this design. 34869 2)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 4)"Serni-ngid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss- 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. T 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the STATE OF risibility of the building designer per ANSI TPI 1 as referenced by the building code. respo 7)Note:Visually graded lumber designation SP.represents new lumber design values as per SPIB. 8)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 ///0NA`I- LOAD CASE(S)Standard 1111`1 July 18,2013 WABNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE Aff!7473 BEFORE USE. Design valid far use onlywith MiTek connectors.This design is based only upon paranneters shown,and is far an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is far lateral support ofinclivicluol vveb members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional pemnanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1]09 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/Mll Quality Criteria,DSB-89 and 5CSII Building Co,imponeoll Boynton Beach,FL 33435 S afety Information available from Truss Plate Institute,583 D'Onoftio Drive,Madison,WI 53719. T_Type Job Tniss Type oty ply 17013293 505908 Fb—or Tr—M 2 1 �J.obftference�oorm. Buildens FirstSouroe, Jacksonville,Fl 322" 7.350 is Sep 27 2012 MiTek Industries,Inc.Thu Jul 18 16 09�53 2013 Page 1 ID:bW—D42aFSHCdYXPihIONv4ywpOk-v1 hfwu7wn9Cnwxw3RosV?u4VBevxeiMK5RBLW1 ywnL! 0-1-8 1.6-12 G-6-4, 0-1-8 H i 1-3-0 ".t., mil �11 W� 2 4 It 0 11 U L-14 F 17 21 1W 94" 16-0-12 18-2-8 194II-B 9-8-4 6-4-8 2-1-12 1-6-0 —P -offsetsp(M: [I:Edge,0-1-81,[6:0-1-8,Edgel,flO:0-3-0,Edgel[11:0-3-O.Edgel.[12:0-i-8.Edgm].[12:0-1-8,04)-S),[13:gogqaA,§JJ14.01 Edge][50--StIgi late _-8. 1 1 E ,24:Edge.0-14n LOADING(psf) SPACING 2-0-0 CS11 EFIL in (loc) Ydefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.65 Verk(LL) -0.32 18-19 -723 360 MT20 2441190 TCDL 100 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.50 18-19 �462 240 BCLL 0,0 Rep Stress Incr NO V#8 0.72 Horz(TL) 0.09 13 We We BCDL 50 Code FBC2010frPI20a7 (Matrix Weill 125 lb FT=110/,F,11%E_ LUMBER BRACING TOP CHORD 2x4 SIP M 31(flat) TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, except end verticals. BOT CHORD 2x4 SP M 31(flat) BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS ZA SP No.3(flat) REACTIONS (lb/size) 24--1120/0-3-8(min.0-1-8),13--133010-3-8(min.0-1-8) Max Grav 24--1130(LC 3),13--1330(LC 1) FORCES (W)-Max-Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOPCHORD 24-2511124/0,1-25�112310,12-13--1372/0.1-2---1166/0,2-3=-2937/0,3-4--4136/0, S .S 4-5=-4136YO,5-6=-469&0,6-7�4707/0,7-8=-4922/0,8-9=-4205/0,9-10=-1905/0. \CENSp 10-11=1905/0.11-12=-1903/0 BOTCHORD 22-23--012203,21-22=0r-4636,20-21=0/4696,19-20=0/4696,18-19--0/5077,17-18--014701, 16-17--0/3648,15-16--0/3644,14-15=0/1905 WEBS 1-23--0/1506.2-23---144310,2-22=0(1021,3-22=-972/0.3-21=0/679,5-21�11004/0,9-117=0/733, 34869 8-17=-687/0,8-18=0/314,7-19--768/0,6-19=0/362,9-15--2256/0,10-15--Gtll29,12-14=012419. 11-14�1177/0 of NOTES (8-10) 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. STATE OF 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 be attached to �t ORIO walls at their outer ends or restrained by other means. ....... 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated 1c,ad(s)396 lb down at 16-0-12 on top chord. The NA\- design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 10)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard 1)Floor Lumber Increase=1.00,Plate lnaease=1.00 Uniform Loads(plf]i Vert:13-24---10,1-12=-100 Concentrated LGads(lb) Vert 9�316(13) July 18,2013 .A sign WARNING-Verify design pammeters and READ NOTES ON TIHS AND INCLUDED WTEK REFERENCE PAGE W1 7473 BEFORE USE. Design volid for use only with Mifel,connectors.This design is bosecl only upon parornefiars shovvri.and is tor an individual building component. Applicability of design poromenters and proper incorporation of compone,rit is responsibility at building clesigriff-not truss designer.Bracing shovvn is for lateral support of individual web mernbers only.Additionof ternporary bracing to insure stability during constructionis the responsibillity of the Julius Lee PE. erector Additional perrinaneni bracing of the overall structure is the responsibility of the building designw.For gene,ral guidance regarding 1109 Coastal Bay L 'B"_iion,quality control,storage.delivery,erection and bracing consult ANSI/TPII Quality Criteria.DS111-89 and BCSII BuIllding Cowiponent Boynton Beach,FL 33435 __�S-Iet,Infoirmation available from Truss Plate Insrtitute,583 D'Onofrio Drive.Madison.WI 53719. Job T ss Tntss Type 17013295 505908 FGEOI GABLE Job Reference(opbonal)_ Builders FirstSource, Jackson-Alle,F1 32244 7 350 s Sep 27 2012 MiTek Industries,Inc.Thu Jul IS 16,N:55 2013 Page I ID bW D42aFSHCdYXPihlONv4ywpOk-rQpPLa9AJnSV9FgRZDvz4J9—BRni6nVdZigRbwywnLC 0-NS ,&3 2 3 4 s 6 7 a 9 V 11 12 13 14 Is Is a s A T 1 11111 a P 7'v i . 21 19 Is I? 10-1-12 ,:12 2 2;� 940-4 i 11-&12 1 1W 1W I GL3-d 1 4-0 1 0-3-8 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defi Ud PLATES GRIP TCLL 40.0 Plates Increase 1�00 TC 0.10 Vert(LL) rVa n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) rVa n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.04 Horz(TL) -0.00 18 rVa n/a BCDL 5.0 Code FBC2010fTPI2007 (Mabix) Weight:92 lb FT=11%F,lI%E LUMBER BRACING TOPCHORD 2x4 SP No.2(flat) TOPCHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end BOTCHORD 2x4 SP No.2(flat) verticals. WEBS 2x4 SP No.3(fat) BOTCHORD Rigid ceiling directly applied or6-O-O oc bracing, Except: OTHERS 2x4 SP No.3(ft) 10-0-0 oc bracing:31-32,17-18. REACTIONS All bearings 19-8-8. (11b)- MaxGrav All reactions 250 lb or less atjoint(s)32,17.31,18,19,20,21,22.23,24,30,29,28.27,26,25 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(11b)or less except when shown. NOTES (8-10) 1)All plates are 1.5x3 MT20 unless otherwise indicated. \CENS,� 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)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 34869 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)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. ...... 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. STATE OF 10)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 Its, LOAD CASE(S)Standard NAX- July 18,2013 WAPENING-Verify design parameters and READ NOTES ON THIS AND LNCLUDED AUTEK REFERENCE PAGE h9I 7473 BEFOFEE USE. Design valid tor use onlyMth Mlek connectors.This design is based only upon paranneters shown.and is for an individual building co-ponent. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing sho� is for lateral support of inclMdual web rnernbers only.Additional temporary bracing to insure stability during construction is the responsibility of the Julius Lee PE. erector.Additional permnonent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication.quality control,storage,delivery,erection and bracing.consult ANSI/TPI1 Quallity,Criteria,DSB-89 and BCS111 Building Componerd Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute.583 D'Onoffio Drive,Madison,WI 53719. T Tru's --Flype __—F Job Truss Truss Type aly Ply f7013297 W5908 �TMG GABLE I Job Reference(optional) Sulklers FirstSource, Jacksonville,FI 322" 7.350 s Sep 27 2D12 MiTek Industries,Inc.Thu Jul 18 16.09:57 2013 Page 1 ID:bW—D42aFSHCdYXPihiONv4ywpOk-npwAmFAQrOiDOYqqgexR9kEESFQXahDwO39YgpywnL( 10-5-0 11-9-0 JI-41 5-2-8 5-2-8 1-4-0 6 4 4-5_2 -112 L N4 11 It 3 :Z� Sn' Ira S12 Is 2 51 Li Li Li 17 % 12 2.411 N4 11 N4 It It 10-" Ptate,OffseI II&G-3-O.Edoel LOADING(ps!) SPACING 2-0-0 CS1 DEFIL in (loc) Vdel Ud PLATES GRIP TCLL 200 Plates Increase 1.25 TC 0.46 Vert(LQ 0.09 12-13 �999 240 MT20 244/190 TCDL 70 Lumber Increase 1.25 BC 0.22 Vert(TL) 0.07 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(rL) -0.02 10 n1a n/a BCDL 5.0 Code FBC2OlQrrPl2DO7 (matrix) Weight 44 th FT=20% LUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD 2x4 SP No2 BOTCHORD Rigid ceiling directly applied or 5-10-13 oc bracing. OTHERS 2x4l SP No.3 that Stabilizers and required cross bracing be installed durina truss erection,in accordan:e with Stabilizer Installation_Wide. REACTIONS (lb/size) 2=340/D-"(min.0-1-8),10--340/0-3-8(min.0-1-8) Max Harz 2=49(LC 12) Max Uplifl:2�391(1_C 8).10�391(1,13 9) Max Grav 2=406(LC 2).1 0=406(LC 2) S 0 FORCES (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOPCHORD 2-3---568/1046,34---547/1034,4-5=-551/1059,5-6=-5llt990.6-7=-511/991,7-8--551/1059, \G*ENs,�, 8-9�54711034,9-10�569/1046 BOTCHORD 2-17=90C)/503,1&17=-9OOt5O3.15-16=-9001503,14-15--900/503,13-14---900/503, 12-13--9DO/503,10-12�900/503 34869 E N 348 NOTES (10-12) 1)Unbalanced roof live loads have been considered for this design- .... 01 2)Wnd:ASCE 7-10�Vult=130mph(3-secand gusQ Vasd=101mph;TCDL=4.2psf;BCDL--3.Opsf,h=25ft;Cat 11;Exp C;Encl.GCO=0.18;M\VFRS (envelope)gable end zone and C-C Exterior(2)zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate gnp DOL=1.60 T 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as STATE'OF applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable studs spaced at 1-4-0 oc. S, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. &/0' 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-G-O wide will fit between the NA\- bottom chord and any other members. 7)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 391 lb uplift at joint 2 and 391 lb uplift at joint 10. 9)"Semi-rigid pitchbreaks including heels�'Mernber end fixty model as used in the analysis and design of this truss. 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 12)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:11 C)9 Coastal Bay Blvd,Boynton Beach,FL 33435 LOAD CASE(S)Standard July 18,2013 WARNING-Verify d-1,.prameters and READ NOTES ON THIS AND BVCLUDEDAffTFKRFFERENCE PAGE W1 7473 BEFORE USE Design valid far use only vAth MiTek connectors-This clesignis based only upon parameters shown.and is far an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designe,r-not truss designer-Bracing shovvrt is for lateral support of individual veb members only.Additicrial temporary bracing to insure stability during construction is the responsibillity at the Julius Lee PE. erector.Additional permanent bracing of the overall stn�cture is the responsibility of the building designer.For general guidance regarding 1]09 Coastal Bay fabrication,quality control.storage.delivery,erection and bracing.consult ANSI/TPII Quality CrIterla.DSB-8?and BCS11 Building C�ponerd Boynton Beach,FL 33435 Safety Inforrnation available from T"s Plate Institute.583 D'Onoldo Crive.Madison.WI 53719. Tru --E=Ype ----j- Job T ss Truss Type Oty pit 17013299 5-059008 T03G GABLE_ �2 I Job - — I Builders FirstSource, J=k"ville,F1 322" 7.350 s Sep 27 2D12 Mi Industries,Inc.Thu Jul IS 16:09: 13 ag 1 ID:bW D42aFSHCdYXPihlONv4ywpOk�B2wBxCW?yxeszCo3zvE9]Kc�w3 an 1-2:4 -1-2-4 U4 11 5 h4 4 F1-2 3 T1 2 F1 Ll b4 LOADING(ps!) SPACING 2-0-0 CS11 DEFIL in 0oc) Vdeff Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LIL) 0�08 8 -756 240 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.24 Vert(TL) 0,07 8 �870 180 1 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(rL) -0.00 6 n/a n/a Vileight.23 Ilb FT=20% BCDL 5.0 Code FBC2010/TPI2007 (Matrix) LUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 5-2-4 oc purfins, except end verticals. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS ZK4 SP No.3 �iTek reccimmends that Stabilizers and required cross bracing be installed OTHERS 2x4 SP No.3 [during truss erection,in accordance with Stabilizer Installation oui REACTIONS (lb/size) 6=122IMectnanical.2--210A)-3-8(min.0-1-8) Max Harz 2=1 19(LC 8) Max Uplift6=-153(LC 8).2--247(LC 8) Max Grav 6=144(LC 2).2--252(LC 2) FORCES (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. \CENSl� NOTES (9-11) 1)Wind:ASCE 7-10;Vult--130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst,BCDL--3.Opsf,h=25ft Cat.11;Exp C;End.,GCpi=0.18:MWFRS (envelope)gable end zone and C-C Exterior(2)zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber 34869 DOL=1 60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI1TPl 1. 3)Gable studs spaced at 1-4-0 oc. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. STATE OF 6)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 153 lb uplift at joint 6 and 247 lb uplift at joint 2. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. //////IONA\- 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 11)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard July 18,2013 WAPJVING-Verify design parametem and READ NOTES ON THIS AND LNCLUDED IWITEK REFERENCE PAGE 161 7473REFORE USE. De�ign valid for use only vvith MiTek conre,ctom This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and properincorporation of component is responsibility of building designer-not truss designe,r.Bracing shown is far lateral support of individual voelo members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the Jullurs Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.Far general guidance regarding 1109 Coastal Bay fabrication.quality control,storage.delivery,erection and bracing.consult ANSI/TMI Quality Criteria,DSB-89 and BCS11 Building Carriponemil Boynton Beoch,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onotric,Drive.Moclison.Wl 53719. Job Truss TAM Type aty ply 17013301 5059DB T05G Common Truss 2 1 f— BuiWers FirstSource. Jacksonville.FI 322" 7.350 s Sep 27 2012 MiTsk Industries,Inc.Thu Jul 18 16:10,.01 2D13 Page 1 ID:bW-D42aFSHCdYXPihIONv4ywpOk-gaAgcdDxLjdCetA7bvU?NJaP?BspaVOJoW7mpaywnLM 12:11-0 21--3nO 9-11-8 1-4-u job��Tlu- T b 11 7 14 11 4M U4 N4 12 4M 12 4 N4 r-i Fir P1 -1 U y 81 y y X V V VL4T6 I/ V y N Is Is N4 b4 11 .411 N4 N. w 11 .4 19-11-0 19-11-0 PtaileOftets(X,Y), �.�20,Edge],[119,.0-3-0,0-34)] -- LOADING(pso SPACING 2-0-0 CS1 DEFL in (Ioc) Udefl Ud PLATES GRIP TCLL 200 Plates Increase 1.25 TC 0.13 Vert(LL) 0.00 14 n/r 120 MT20 244/190 TCOL TO Lumber Increase 1.25 BC 0.08 Verl(TQ 0.00 15 rVr 120 BCLL OL Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 14 n/a n/a BCDL 5.0 Code`BC2010fTPI2007 (Matrix) Weight:95 111 FT=20% LUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purfins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oic bracing. - OTHERS 2x4 SP No.3 s bracing be installed durina truss er--cbonin accordance wth—Stabirizer Install n uide.. REACTIONS All bearings 19-M. (11b)- Max Harz 2=-85(LC 17) Max Uplift All uplift 100 111 or less at joint(s)21,22,23,24.20,19,18,17 except 2�150(LC 8),25=-160(LC 12),16---160(LC 13).14---160(LC 9) Max Grav All reactions 250 111 or less at joint(s)2.21,22,23,24.25,20,19.18,17,16, 14 \C*ENS�' FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (11-13) 34869 1)Unbalanced roof live loads have been considered for this design. E N 348 2)\Mnd:ASC E 7-10;Vult--I 30mph(3-second gust)Vasd=10 1 mph;TC DL=4.2psf;BC DL=3.Opsf,h=25ft;Cat.11;Exp C;Encl.,GCpi=Q�18;M\NF R S t6 : (envelope)gable end zone and C-C Extenor(2)zone;cantilever right exposed;C-C for members and forces&MWFRS far reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 �: -)3 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(nomriat to the face),see Standard Industry Gable End Details as ppticable,or consult qualified building designer as per ANSIrl-PI 1. T F I a STATE OF 4)Gable studs spaced at 1-4-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the S, bottom chord and any other members. 61/0 7)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. //I IN A\- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 111 uplift at joint(s)21,22,23,24,20,19,18,17 except W-11b)2=150,25--160,16=160,14--160 9)Non Standard bearing condition. Review required. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)This manufactured product is designed as an individual building component The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 12)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 13)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No 34869:Address:1109 Coastal Bay Blvd Boynton Beach,FL 33435 LOAD CASE(S)Standard July 18,2013 WARNING-WrIfy de.19.P.—tem and READ NOTES ON THIS AND LYCLUDED WTEK REFERENCEPAGE 1617473 BEFORE USE Design valid for use only with MiTek conne,ctors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design porarrienters and proper incorporation at component is responsibility of building designeIr-not truss clesigneir.Bracing shov- is far lateral support of individual web m,embers only.Additional temporary bracing to insure stability during constructionis the responsibillity of the Julius Lee PE. erector.Addilional permanent bracing of the overall stnuc:ture is the responsibility of the building designer.For general guidance regarding 1109 Coostal Bay fabrication,quality control,storage.delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building CaImponerd Boynton Beoch,FL 33435 Safety Intomnatton available from Truss Plate Institute,593 D'Orriciffic,Drive,Madison.WI 53719. 50_0�b Truss Truss Type City ply 17013= 505W�B��T07 Common Truss 2 �2 .b R is�.- Builders FirstSource, Jacksonville.Fill 32Z" 7.350 s Sep 27 2012 MiTek Industries.Inc.Thu Jul 18 116:110:04 2013 Page I ID:bW—D42aFSHCdYXPihlONv4ywpOk-49rpEfGPBYaDkdsAbcZ4xClLl3hgdhydeWPvywnLI 5-4-10 ____i amll 1-8 144)-6 19-1 1 1-4-0 54-10 44-114 443-14 5-4-10 4 5_2 TI 12 14 -2 54-10 9.11-8 14-" 19-7-12 19,11-0 5*10 4-6-14 4-8-14 5-" 0:3-4 Plate Offsets(YY): r2:0-3-13.0-2-M,P&.0-3-13,9-�8,[8:0-7-0.G-44A LOADING(psQ SPACING 2-0-0 CS1 DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 099 Vert(LL) -0,27 B-9 �868 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 076 Vert(TQ -0.51 8-9 >459 180 MT18H 2441190 BCLL 0.0 Rep Stress Incir NO WB 093 Horz(TL) 0.10 6 n/a n/a BCDL 5.0 Code FBC2010ITP12007 (Matrix) Weight:204 lb FT 20% LUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied. BOTCHORD 2x6 SP SS BOTCHORD Rigid ceiling directly applied or&-8-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=3141/0-3.-8(min.0-2-3),6--3916/0-3-8(min.0-2-12) Max Horz 2=58(LC 8) Max UpH112�11556([_C 4),6--1618(LC 5) FORCES Max Grav 2=3728(LC 2).6--4647(LC 2) S -Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. (lb) ENSE� TOPCHORD 2-3--10844/4438,3-4---8242/3123,4-5=-8244/3119,5-6--11723/4149 BOTCHORD 2-9=_420ai,10238,9-10=-4200/10238,110111�4200/110238,8-11=-4200/10238,8-12--3901/11093, 12-13--3901/11093,7-13---3901/11093,7-14--3901111093.14-15---3901/11093,6-15---3901/11093 WEBS 4-8�185014902,54i,--3551/1113,5-7=-579/2103,3-8--2636/1421.3-9--81011542 34869 NOTES (12-14) 1)2-ply truss to be connected together with 1 Od(0.1 31"x3")nails as follows: Top chords connected as follows:2x4-I raw at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. Webs connected as follows:2x4-I raw at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections STATE OF have been provided to distribute only loads noted as(F)or(B).unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. ........ 4)Wind:ASCE 7-10;Vult=130mph(3-secand gust)Vasd=101mph;TCDL=4 2psf;BCDL=3.Opsf,h=25ft;Cat.11;Exp C;Encl..GCO=0.18;MWFRS (envelope);rantilever right exposed;Lumber DOL=1.60 Pate grip DOL=1.60 ////ONA\- 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 01111110\\\ 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)All beanngs are assumed to be SP No.2 crushing capacity of 565 psi. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except W-lb)2=1556,6--1618. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Hanger(s)or other connection device(s)shall be provided sufficierit to support concentrated load(s)1612 lb down and 937 lb up at 5-11-8,895 lb down and 323 b up at 7-11-8,904 lb down and 328 lb up at 9-11-8,906 lb down and 299 lb up at 11-11-8,906 lb down and 290 lb up at 13-11-8,and 906 lb down and 287 Ito up at 15-11-8,and 906 Ito down and 287 lb up at 17-11-8 on bottom chord. The designIselection of such connection device(s)is the responsibility of others. 12)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 13)Note:Visually graded lumber designation SP.represents new lumber design values as per SPIB. 14)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard I Continued onpage2____ July 18,2013 All RNING-Verify design pammeters and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE AUI-7473 BEFORE USE. Design valid tar use only with M-Tek connectom This design is based only upon parameters shown,and is far an incrividual building component. Applicability at design paromenters and proper incorporation of compone,rit is responsibility of building designer-not truss designer.Bracing shown is far lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coostal Bay I brication,quality ccrritrol.storage.delivery.erection and bracing.ccrrsuff ANSIJTPII Quality Criteria,DSB-89 arid 5CSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onotrio Drive,Maclison.WI 53719. T__ T—T ype Job Ply T Is Truss Type City 7 170r13304 5-0590-8 TOB H—aff Hip�Tr—uss 12 11 fierence one larence(optional) Builders FirsiSouirce. Jacksonville,Il 32244 7.350 1 Sep 27 2D12 MiTek Industries,Ini Thu Jul 18 16:10.05 2013 Page I ID:bW D42aFSHCdYXPihiONv4ywpOk-YLPBR_GRyri4t&RM8K4JUQaYcrT5tS515st5zyLywnLi', _Its 4 ,,Ie 3 at L__j L---j 161 14 13 a x �4 &1ci,Mttt 10-7-1 16-1-10 19-8-2 24-2-11 2N�110 � 116:112 4-8-5 4_6_9 4-6-9 pIlift Offsets(X.Y): 12:0-3-13,0-2-8j,M,0-60,Qj:%[8- 3-8.0-1-nLIO,.Egp,6-3-81,[11:0-3-8,0-2-%,[12:0-3-8.0-lA.115,0-3-8.0-2A LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 068 Vert(LL) 0.59 13-15 -580 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TQ -0.89 13-15 >386 180 MT20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 010 10 n/a n/a Weight 179 lb FT=20% BCDL 5.0 Code FBC20101TP12007 (Matrix) LUMBER BRACING TOPCHORD 2xB SP No.2 TOP CHORD Structural wood sheathing directly applied or 24-15 oc purfins, except end TI 2x4 SP No.2 verticals. BOTCHORD 2)6 SP SS BOTCHORD Rigid ceiling directly applied or 4-8-0 oc bracing. WEBS 2x4 SP No.3*Except* �MlTek recommends that Stabli7ers and required cross bracing be installed W4 2x4 SP No.2 during truss erection,in accordance with Stabilizer Installation uide. REACTIONS (lb/size) 110=11372/Mechanical,2=1294/0-3-8(min.0-1-13) Max Harz 2=94(LC 4) Max Uplift 10=-927(LG 4),2�786(LC 4) X Max Grav 10=1622(LC 2),2=1529(LC 2) ��ENS� FORCES (lb)-Max.Comp_[Max.Ten.-All forces 250 Qb)or less except when shown. TOPCHORD 2-3=-4085/2067,3-117�5803/3230,17-18=-580413231,4-18---5806/3232,4-19=-6281/3561, 19-20--6281/3561,5-20=�281/3561,5-21=-6281/3561,r�21=-6281/3561,6-22=-6281/3561, 34869 7-22--6281/3561,7-23�5533/311711,23-241�55=1171,8-24�5533/31171,8-25--343911983. 25-26=3439/1983.0,26---3439/1983,9-10�1544/9117 BOTCHORD 2-16,-1989/3835,16-27�1994/3824,27-28�1994r3824,15-28---1994/3024,15-29=-323015804. 14-29�3230/5804,13-14--3230/5MM.13-30=-3171/5533,30-31=-317115533.12-31=3171/5533, 12-32�1198313439,32-33--198&3439.11-33--198313439 WEBS 3-16--01350,3-15--134WM.41-15730/558,4A3�367/563,5-113=4321355.7-113�4211/807, STATE OF 'ji 7-12�747/524.8-12�1281/2258,8-11=-1299/863,9-11�2075/3W1 NOTES (12-15) ....... 1)Unbalanced roof live loads have been considered far this design. 2)ViAnd:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.11;ExP C;End.,GCpi=0.18;MWFRS (envelope);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water poncling. 4)All plates are MT20 plates unless otherwise indicated 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-G-O wide will fit between the bottom chord and any other members. 7)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot-lb)10=927,2=786� 9)"Serni-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)89 lb down and 140 lb up at 7-1-1,89 lb down and 140 lb up at 9-1-1,89 lb down and 140 lb up at 11-1-1,89 lb down and 140 lb up at 13-1-1,89 lb down and 140 lb up at 15-1-1,89 Ito down and 140 lb up at 17-1-1,89 lb down and 140 lb up at 19-1-1,89 lb down and 140 lb up at 21-1-1,89 lb down and 140 lb up at 23-1-1,and 89 lb down and 140 lb up at 25-1-1,and 89 lb down and 140 lb up at 27-1-1 on top chord,and 136 lb down at 5-10-12,55 lb down at 7-1-1,55 lb do"at 9-1-1,55 lb down at 11-1-1,55 lb down at 13-1-1,55 lb down at 15-1-1,55 lb down at 17-1-1,55 lb down at 19-1-1,55 lb down at 21-1-1,55 lb down at 23-1-1, and 55 lb down at 25-1-1,and 55 lb down at 27-1-1 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. i 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). jContinued-on il July 18,2013 WARNING-Verify design parameters and READ NOTES ON THIS AND INCE.UDED MITFjC REFERENCE PAGE bgl-7473 BEFORE USE. Design valid far use only with MiTek connectcors.This design is based only upon pcirorneters shown,and is far an individual building component. Applicability of design paromenters and proptr incorporation of component is responsibility of building designer-not truss designer.Bracing shovvr� Julius Lee PE. is far lateral support of individual voeb rinernbers only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional penirronent bracing of the overaft struc,ture is the responsibility of the building design,er.For general guidance regarding 1109 Coastal Bay fabrication.quality control,storage.delivery.erection and bracing.consult ANSI/TP11 Quality Criteria.DSB-89 and 6CSI1 Building Component Boynton Beach.FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison.WI 53719. job �Qty ply 17013305 505908 2 '1.b R..(optiona"_ — Builders FinitSource. Jacksonville,Fl 322" 7.350 s Sep 27 2012 MiTek Lustries,Inc.Thu Jul IS 16:10:05 2DI3 Pap I ID:bW—D42aFSHCdYXPihlONv4ywpOk-OXzZK"9qx_*OYilbYOMmtPsBaCF5yrXUnywnLI 7-10-12 114-1111-7 21-10-5 28-11-0 7-10-12 7-0-11 6-10-15 7-0411 14 3 4 5 7 ka LIA F 7-10-12 14-11-7 21-10-5 28-11-0 7-10-12 7-0-11 6-IG-15 7-0-11 Plate Offsets MY): [2:0-0-6,Edgel.M.0-5-4.0-2A,[9:0-3-8.0-14q LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl Ud PLATES GRIP TCLL 20,0 Plates Increase 1,25 TC 0.78 Vert(LL) 032 10 �999 240 MT20 244/190 TCDL TO Lumber Increase 1.25 BC 0.52 Vert(TL) -045 10-12 >770 180 BCLL 0.0 Rep Stress Ina YES WB 0.74 Horz(TIL) &08 8 n1a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix-M) Weight:134 lb FT=2D% LUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purfins, except end verticals. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 5-3-9 oc bracing. WEBS 2x4 SP N0.3 WE BS 1 Row at midpt 7-9 [MiTek--ds that Stabilizers and required cross bracing be installed diturn.truss erection,in accordance with Stabilizer Installation quide. REACTIONS (lb/size) 8--763/Mechanical,2=851/0-3-8 (min.0-1-8) Max Harz 2=120(LC 8) /// Max UpliftB---313(LC 8),2--379(LC 8) \\0 S Max Grav 8=905(LC 2).2=10li(LC 2) FORCES (b)-Max-CompJMax.Ten.-All forces 250(lb)or less except when shown. \CENS TOPCHORD 2-3=-2144/1243,34--25=1562,4-5---2580/1562.5-6---2580/1562,r�7=-1929/1158, 7-8=-9001574 BOTCHORD 2-12=-1346/1998,11-12---1229/2002,110-11�122912002,9-10=-1115811929 34869 EN' 348 WEBS 3-10�358/619,4-10--404/323,6-10=433/697,&9=-657/485.7-9=112W2014 NOTES (8-11) Of 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opst,h=25k Cat.11;Exp C;End.,GCpi=0-18;MWIFIRS (envelope)and C-C Exterior(2)zone;C-C for members and forces&MVVFRS for reactions shown;Lumber DOL--1.60 plate grip DOL=1�60 2)Provide adequate drainage to prevent water ponding. T 3)This truss has been designed for a 10.0 last bottom chord live load nonconcurrent with any other live loads. STATE OF 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 0 IS, 5)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. t joint(s)except at=lb)8--313,2=379. ///////ONA\- 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lit uplift a 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP.represents new lumber design values as per SPIB. 10)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 11)Use Simpson HTU26 to attach Truss to Carrying member LOAD CASE(S)Standard July 18,2013 7 WARNING-VeHfy designpammeters and READ NOTES ON THISAND INCLUDED WTEK REFERENCE PAGE IWI-7473 BEFORE USE. n "'Id ic-blitv a' e'9 Design valid far use onty with MiTek connectors-This design is based only upon pararrieters shown.and is far an individual building component. Applicability of design paramenters and prcip�incorroonation of cornponent is responsibility at building designe,r-not truss clesigneir.Bracing shown . is far lateral support of individual welo memlaers only.Additional temporary bracing to Insure stability cluring construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.Far general guidance regarding 1]09 Coastal Bay ion.quality control,storage,delivery,erection and bracing.consult ANISI/111`11 Quality Cdleda.DSIII-89 and BCSII Building Component Boynton Beach,FL 33435 fa=antformaflon available from Truss Plate Institute,583 D'Onotdo Drive.Madison.WI 53719. Ply 17013307 505908 T111 Hip Truss I L Reference(outional) Job TTus-s Truss Type T__ Bakers FinstSoume. Jacksonville.F1 322" 7.3W s Sep 27 2012 Nil I ek Industnils,Inc. I nu Jul 15 10:1u:uu-3 raw I ID:bW_D42aFSHCdYXPihIONv4ywpOk-R6ftHMKyD4DV*M7N9WeGkF-4paO3bhnw3B56ywnL( i 11-10-12 14-0 5-6-8 4 4"gi- �4 11 .41/ 7-7-10 14-5-8 21-3-6 28-11-0 i 7-7-10 8-9-14 6-9-14 7-7-10 Plate Offsets [9:0-3-0,0-3-01 LOADING(psfl SPACING 2-0-0 CS] DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC O�59 Vert(U-) 0.26 9 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BG OZ5 Vert(TL) -0.36 9-10 >959 180 BCUL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.11 7 n/a n1a BCDL 5.0 Cod.FBC201O/TPI2007 (Matrix) V.*ight:127 lb FT=20% LUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 3-0-2 oc purfins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 4-11-3 oc bracing. WEBS 2x4 SP No.3 Fm---Tek recommends that Stabilizers and required cross bracing be installed Ld hizer Installationguide. REACTIONS (lb/size) 7=773/Mechanical,2=844/0-3-8(min.0-1-8) Max Harz 2=66(LC 12) Max Uplift7=-289(LC 9),2--3MLC 8) Max Grav 7=916(LC 2),2=1003(LC 2) S \9 -Max.Camp -All forces 250(lb)or less except when shown. FORCES (lb) -/Max.Ten. "I. -3---2466/1521,3-4�2290111455,4-5---176011161,5-6---231911481,6-7=-2492/1553 \GENS,�- TOPCHORD 2 BOTCHORD 2-10=-137212279,9-10--940/1675,8-9---944/1680,7-8---1408/2318 WEBS 3-11D=-360/334,4-10�344/560,5-8=372/589,6-8�-383/356 3 34869 48 NOTES (9-12) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult--130mph(3-secorld gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.ll�Exp C;Encl.,GCpi=0.18;MWFRS ...... (envelope)and C-C Exterior(2)zone'C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. T 5)*This truss has been designed for a live load of 20.Opsf on line bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the STATE OF bottom chord and any other members. 6)Ail bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot-lb)7=289,2=360. 8)"Seni pitchlbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ///, ONA\- 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 11)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 12)Use Simpson HTU26 to attach Truss to Carrying member LOAD CASE(S)Standard July 18,2013 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI 7473 BEFORE USE Design valid far use only vvith MiTek connectors.This design is based only upon para�ters shovvn,and is for an individual building component. A pplicability at design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing sho� is far lateral support of individual web membe,rs only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication.quality control,storage.delivery.erection and bracing.consult ANSI/TPII Quality Ciftedo,DSB-89 and BCS11 Building Component Boynton BeachFL 33435 Safety Information available from Truss Plate Institute.583 D'Onoftio Drive,Madison.W1 53719. �Job Truss Truss Type Oty Ply 17013309 5059.08 Ti3 Common Truss 4 B.ilders FlIstS., Jacitsonville.F1 32244 7.350 is Sep 27 2D12 MiTek Industries,Inc.Thu Jul 18 16:10:11 2D13 Page I ID-.bW_D42aFSHCdYXPihIONv4ywp0k-NVnSi2LCYhTE4iuWVaBihpXru2ds)P_EEY19?ywnL I, M__0 21-3& 28:11=0 7-7-10 6-9-14 6-9-14 7-7-10 4M 5 4 w 6 3 --ar— lo 9-7-11 19-3-5 28-11-0 9-7-11 9-7-11 9-7-11 LOADING(psQ SPACING 2-0-0 CS1 DEFIL in (10c) Well Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.89 Vert(LL) -0.26 7-8 �999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.87 Vert(rL) -0.54 7-8 >638 180 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.10 7 n/a n1a Weight M lb FT=20% BCDL 5.0 Code FBC2010FPI2007 (matrix) LUMBER BRACING TOPCHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 4-10-8 oc bracing. WEBS 2x4 SP No.3 MTek recommends that Stabilizers arid required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS (lb/size) 7=773tMechanical,2=844a3-8(min.0-1-8) Max Harz 2=77(LC 12) Max Upfift7�277(!_C 9),2--348(LC 8) Max Grav 7=916(LC 2).2--1003(LC 2) FORCES (b)-Max.Comp.fMax.Ten.-All forces 250(b)or less except when shown- -2154/1393,r,7=-2429/1539 4�2137/1361,4-5=-208211377,5-6-- CENSI� TOP CHORD 2-3-2414/1515,3 BOTCHORD 2-10--1356/2223.9-10-798/1443.8-9=-798/1443,7-8---1383/2252 WEBS 5-8--AI7/696,6-8�498/4%.5-10�-397/672,3-10=A78/436 NOTES (8-11) 34869 1)Unbalanced roof live loads have been considered for this design. 348 2)Wndi ASCE 7-10r,Vult--130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf,h=25ft;Cat.11;Fxp C;Encl.,GCpi=0.18;MWFRS t (envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL--1.60 ...... Z 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6 — 5 4)*This truss has been designed far a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. STATE'OF 5)All beanngs are assumed to be SP No.2 crushing capacity of 565 psi. 6)Provide mechanical connection(by others)oftruss to bearing plate capable ofwithstanding 100 lb uplift atjoint(s)except Ot-lb)7=277,2--348. "�'t ORO% 0 7)"Serni-rigid pitchbreaks including heals"Member end fixity model was used in the an.alysis and design of this truss. 8)This manufactured product is designed as an individualsbuilding component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 a referenced by the building code. Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 10)Truss Design Engineer-.Julius Lee,PE Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FIL 33435 11)Use Simpson HTU26 to attach Truss to Carrying member LOAD CASE(S)Standard July 18,2013 Ali WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE IWI 7473 BEFORE USE. Design valid for use only with MiTek corinectors.This design is based any upon parameters shown.and is far an individual building component. A pplicability of design parcirrventers and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shovvr� is far lateral support at individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permarient bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IT 09 Coastal Bay I brication,quality control,storage.delivery.erection and bracing,consult ANSI/71`11 Quality Criteria,DSB-89 and SCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onciffic,Drive.Madison.WI 5371 vv coo > Q- z 0. m 90 -_ c > 0 CO -4 W m '49 z > iq 0 m 0 > > 0 ongpz-VA = =! 0 0 0 0. b(D-. 6 z = (D _10.1 Z (D 5* :3 0 U 3 @ > n _(o :3 0:3 !! - 0 _(D 0 (�0:3 � S�1:1_�a 5 :F 0 :E. 10) (DD- 0 :3-0 -(D Z Q_ (D Q (D _0 z,- 0--o Cl�_CO: (D Q c e-< 3 n70 5' m (8 ID 00 83 C:)'-2 R 0 :3 3 �Z d< (qD (,D 3 VVI) o - 0 -0 0 0 0 u o C) 0-0 :L > -< _-0 ;u -!�!! 6 c� (D 0- C, 0 ID 0 5*-u3 0-a 0 0 c (D a ty 040 a (D zy(D 00 PL(D U 0 n - 3 (D 3 5 cD Z _< (D 0 0 (D z 0 !; (D C 0 aR-- 0 (D :3 (D :3 0 (D 0 (D > u"T09. @ a Cl d_. 5 5.n 3 0 0 Q a= u B 3 0 :3 00 D C) CD D 0 U eF 9-0 :3 60 -69. 0 , 0 m -4 c ? Cc).e�:E =5 o 63 (D (D Z 0 :7 - (D c 0 0 3(0 - 0 :3 0 a CD - Cl st'. :3 n- 5�3 � ��a (D (D :7 CL 0 00 6 < za Q (-) 0 D (D (D (D X (D a (T gj�j (D Q. ::3 n 6-:E � (D n -wZ (D - 5-D no a 5* (D (D U0 (T:3 Q - 9-- =�� c (D 2 :37 0 C) C E3 a:, 9 =_ - Q 0 0 (D z 0 ->- TOP CHORD 50 co CI-8 '10 mu X m 70 w;v C) 0 3:0 �oz z E)i,,p-, 0 to;a -m a- 03 — ma z(^ co 0�4_ - a :m� cl> c 0 — C QD:ll(r- ;a 0 CA .p� 4� G > A ol 0 = 0 C 6zwm -0 0 m z 0 Ln 0, 0 =1 a M 00 3 M:E ;u Z 0 n -0&,9,-1 - a ;a m =m -0 cr 0 0,w w m D 0 (D --Ln > 0 n m (D > W2-7 0 K) > I�zi up " m 0,m -0 m ;v 0 :E 70 (1 1 (D -0 T C,X ;a Z 3: 0 9* t C) g� M w -4 0 a -Z a m (A (D 0 'o >K) 0 n 00 -6 a. 0 Do r1i 0 -p� > z cm ZE D_ 0 �4 p >m 0 a 0 1 Q 0 m �;c cl 10 — 41 01 =0 0 n 2 5* cl) C) m_ c� � I ,�l Fa _tl uD -- e. 0 < m 0 > CA) (D m 0 z va m -th, — -0 m (D CA) >0 w 0 ;u- cl W3-6 z 3 X, (D 0 70 61 (D (-n SC4-5 (D TOP CHORD Q_ �O 9. r-I -n n z U3 :E L:�> > n 5* 0 �3 Q S; c =0 E; Q M j3 a dC Q Q- 3 c -0 -0 - 0 L-< 0< rl-< M (Q ZR :1 M 3.:3��g 'D 0 0 0-00 CDC C aff C -Q 0:3 02 (D T ',)a, 0 0_< < _q:3 ' 3 '-t 3-0,3 =T M(5' go M 3 5(o E -5R 5- — 0 6. - ?5- �2, C D L-0 Q�u 0 UcD IMT o' 0=3-a m M 3 D -_'oD 2 :a' On (0 ':�i :05 0� CD r 3 :1:7 M R R 3 0 R rx, (D 6 < c- :3 CL 0 x M :3 C a. ID 3 g :a' a-CC) 0 cl M :r 0'� a U aM 0 M 0 o @ :, ,M 3 M cD M -0 m-M c ,Q(o 0 -n (D - 9�- 0 o a- 0 0, -za x 6 = 0 0 o - K 3 Z; CL ia FT 0- M 33 M 0- Fl- 5 3 u - C 3 M - M a o M �:O' m M M @ M D UQ 5-C E-m. _0 9�(D O=L (:D' 9L a 0- M fF 3 M :,.:? Q 0 a-M a!: (o CL M 60 0 0:F 0 n-CC Z (D Z 6 �c- i o.. a-- -:3 5-2 C-0 Cy C.:3 M M 3 &R :.r <0 H dc C) -0�2 21 5'U Q 23 5'u n 0 ia, a Q. 0 0 C�D '0 - M 7- c 3 M (0 0 :3 2 0 - =;- 0 Z M C�� Q 6C :3 -`16 0-0 n 0,a 0::,o q C - z-PL - n C) C r76 a a a 0-7�6 �!M 2 M(a 0 c YM o 0 30 a' n i D 6 07 M d CL M 0 - = OL S 5; '3 U:63 n 91 -0:3 gL CL-- a 0 !R 6- �9. - 5 '0 0 M O"a m v,* _<-0 __ p c 3 M (a'- EF:3 =a - 9,0 -q C) 5-03 c U M I ) M C' 11 �� g.0 > (D a 0 D 'QD 0 % 3 _g 61 �a 3 =M M D -o Qk 6 a a 0 0, 0 S; -:3 - (Q (D M CD C 0 M (C M 3 9:3 EU C :3 ��0-si L:I. M C: 33 n @ :3 Qa :E-Z3 a n >0 -0 C<D n 5- 'a ZY -0 n * M,�R M vi- CY'o Z M 0 0. 0 C -17 0 Q no C -QC Ck r) D lz� :3 (a F) 73 < K :3 � (4� �1 0 �:4_< 7-:3 ;; M (D M 0 (D 0 '< CD:E M Oa _iDT 2D-0 C 0 0 a 0 (D ,M 0 6 2. Ep 1 0 0 0. :3 . V) 0 -0" 0. M 3 7R (T Q Mg. 3 (D (D = =) �:3 c Q M Qk 4 M 0 0 C: :3 :E F) FT 0 M M 0 0 r c S. SD 0 a M(b 0 M 0- :3 :(D3 a o 0 0- :E (-), :3 ,S 3 S� o M 5 9 0', M < ZT Q. iB E �D z -0 CD 0 :3 M 0 (D M :3 3 g.6 E_ - 0 3 u LAugust 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE2 , MiTek Industries,Chesterfield,MO Page 1 of 1 Note:T-Bracing/kBracing to be used when continuous lateral bracing is impractical. T-Brace/I-Brace must cover 90%of web length. Note:This detail NOT to be used to convert T-Brace/I-Brace MiTek Industries,Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss 2x4 or 2x6 or 2x8 10d 6"o.c. Specified Continuous Rows of Lateral Bracing Note: Nail along entire length of T-Brace I-Brace Web Size 1 2 (On Two-Ply's Nail to Both Plies) 2x3 or 2x4 2M T-Brace 2x4l-Brace 2x6 2x6 T-Brace 12x6l-Brace f- M M T-Brace 2x8 kBrace Nails Brace Size for Two-Ply Truss Specified Continuous Rows of Lateral Bracing --A SPACING Web Size 2 --A 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace WEB 2x6 2x6 T-Brace 2x6 I-Brace --A 2x8 2x8 T-Brace 2x8 1--Brace T-Brace I-Brace must be same species T-BRACE and grade(or better) as web member. Nails Section Detail T-Brace 6/22/11 Web Nails Web-X I-Brace Nails )9 ST-TOENAIL-SP JANUARY 1, 2009 LATERAL TOE-NAIL DETAIL F I (N MiTek Industries,Chesterfield,MO Page 1 Of 1 NOTES: rF 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek Inclustriies,Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. H DE A AP LICABLE To HE TOE-NAIL SINGLE SHEAR VALUES PER INDS 2001 (lb(nail) T IS T IL T LS S OW LOW [THREE END DE API H N BTE DIAM. SYP DF HIF SPF SPFS a .131 88.0 80.6 69.9 68.4 59.7 z 0 .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR 108.8 99.6 86.4 84.5 73.8 ILLUSTRATION PURPOSES co (9 z .128 74.2 7.9 58.9_ 57.6 50.3 0 1 .131 75.9 69.5 60.3 59.0 51.1 SIDE VIEW in (2x3,2x4) SIDE VIEW C4 .148 81.4 74.5 64.6 63.2 52.5 2 NAILS (2x6) 3 NAILS NEAR SIDE AR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. NEAR SIDE NEAR SIDE EXAMPLE: NEAR SIDE (3)-16d NAILS(.1 62"diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3(nails)X 84.5(lb/nail)X 1.15(DOL) 291.5 lb Maximum Capacity ANGLE MAY ANGLE MAY VARYFROM ANGLE MAY VARYFROM 301 TO 60 VARY FROM 300TO 60o 301 TO 601 45.00* 45.00 45.000 6/22/11 �FEE�BRUARY 14, 2012 STANDARD PIGGYBACK TRUSS GONNECTION DETAIL ST-PIGGY-7-10 MiTek Industries,Chesterfield,MC MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT=30 FEET MAX TRUSS SPACING-24"O.C. CATEGORY 11 BUILDING EXPOSURE B or C ASCE 7-10 D=D DURATION OF LOAD INCREASE:1.60 MiTek Industriies, Inc. DETAIL IS NOT APPLICABLE FOR TRUSSES TRANSFERING DRAG LOADS(SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEER/IDESIGNER ARE REQUIRED. A-PIGGGACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN WITH(2)0.131-X 3.5-TOE NAILED. E B-BASE TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. C-PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24"O.C. UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. A CONNECT TO BASE TRUSS WITH(2) 0.131-X 3.5-NAILS EACH. D-2 X—X 4'-O"SCAB,SIZE AND GRADE TO MATCH TOP CHORD OF PIGGYBACK TRUSS,ATTACHED TO ONE FACE,CENTERED ON INTERSECTION,WITH(2)ROWS OF 0.131-X 3-NAILS @ 4-O.C. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT.IN BOTH DIRECTIONS AND: 1.WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR 2.WIND SPEED OF 116 MPH TO 160 MPH WITH A MAXIMUM PIGGYBACK SPAN OF 12 ft. E-FOR WIND SPEEDS BETWEEN 126 AND 160 MPH,ATTACH MITEK 3X8 20 GA Nail-On PLATES TO EACH FACE OF TRUSSES AT 72-D.C.W1(4)0.131-X 1.5-PER MEMBER.STAGGER NAILS FROM OPPOSING FACES.ENSURE 0.5"EDGE DISTANCE- (MIN.2 PAIRS OF PLATES REO_REGARDLESS OF SPAN) B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail-On PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. SCAB CONNECTION PER NOTE D ABOVE This sheet is provided as a Piggyback connection FOR ALL WIND SPEEDS,ATTACH MITEK 3X6 20 GA Nail-On PLATES TO detail only.Building Designer is responsible for all EACH FACE OF TRUSSES AT 48-O.C.W/(4)0.131-X 1.5-PER MEMBER. permanent bracing per standard engineering practices STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5"EDGE DISTANCE. refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. VERTICAL WEB TO FOR LARGE CONCENTRATED LOADS APPLIED EXTEND THROUGH BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS MUST MATCH IN SIZE,GRADE,AND MUST LINE UP AS SHOWN IN DETAIL. 2) ATTACH 2 x_x 4'-0*SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131-X 3-)NAILS SPACED 4"O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) (MINIMUM 2X4) 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM 3/29/12 CONCENTRATED LOAD OF4000 LBS(@)1.15). REVIEW BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 4000 LBS. 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS DESIGN. rFEBRUARY 14, 2012 Standard Gable End Detail SHEET2 =E= MiTek Industries,Chesterfield,MO Page 2 of 2 EV�100 -ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD Trusses C@ 24" ox. C�C==C== HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d COMMON WIRE NAILS AND ATTACHED MiTek Industries, Inc. Roof Sheathing___� TO BLOCKING WITH(5)-10d COMMONS. Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE NAIL DIAGONAL BRACE TO 'CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE "PURLIN WITH TWO 16d NAILS i:TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN TO BLOCKING W/-TWO 16d NAILS(MIN) X I Diag. Brace X PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points SUPPORTING THE BRACE AND THE TWO TRUSSES ifneeded ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH(2)-10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH End Wall (5)-10d COMMON WIRE NAILS. __4k CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE STRUCTURAL FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE GABLE TRUSS FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING SCABALONG NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE VERTICAL AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(A 31"X 3")NAILS SPACED 6"O.C. FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)NAIL ALL MEMBERS WITH TWO ROWS OF 10d(.131-X 3-)NAILS SPACED 6-O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST u' E' GABLE TRUZSS BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN I I T IS N THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. NOTE:THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. 3/29/12 STANDARD ABLE TRUSS 04, TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Table 2A: Maximum Concentrated Load Applied to Beam -Wood Screw Connection (lbs)(') Hanger Wood USP WS Fastener Type Simpson SDS Beam Configuration Type Screw Length #Screws #Screws 2 4 1 6 8 2 4 6 8 FACE(3) 31/2" 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 3-ply 1 (51/4"Be (21 TOP 31/2" 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 am) FACE 3 V --- --- --- --- --- --- I Tl � (51/4"Bea M TOP(4) 3Y2" 720 1,435 2,155 2.870 1,020 2,040 3,060 4,080 31V'+1%" FACE I (51/4"Beam TOP 31/2" 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 (2) M 3/11 FACE 6"(5) 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 4-ply I , 1 1 (7"Bea�) (2) 1 TOP 6"(5) 705 1,405 2,110 2,810 905 1,815 2,720 3,625 FACE 31/2" 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 2-ply 1%"+3%" 6 2,110 4,220 6,325 8,435 2,720 5,440 8,160 10,880 (7"Beam) 31/2 640 1,275 1,915 2,550 905 1,815 2,720 3,625 TOP l2) 6"(5) 705 1,405 2,110 2,810 905 1,815 2,720 3,625 2-ply 3%11 FACE (5) 6" 1,055 2,110 3,165 4,220 (7 Beam) TOP(2) 930 1,860 2,785 3,715 2-ply 13/4"+3%" FACE (5) (7 Beam) (3) T 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 TOP 2-ply 1%"+31V FACE(" 6�(5) 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 (7"Beam) 2 Op(4) T 6 705 1,405 2,110 2,810 905 1,815 2,720 3,625 51/,"+M, FACE (7"Beam) (3) 31/2" 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 TOP 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. 5. 6"SIDS or WS screws can be used with Parallarno PSL and Microllan-l'i'l-VI-,but are not recommended for TimberStrand"LSL. Page 2 of 8 CONTACT US - 1.888.iLevel8(1.888.453.8358) -www.iLevel.com AWeyerhaeuser,il-evel,Microllam,Parallam,Timbei-Strand and Trus Joist are registered trademarks and Forte is a trademark ofWeyerhaeuser NR.C 2010 Weyerhaeuser NR Company All rights reserved TECHNICAL BULLETIN LMJ April 2010 by Weyerhaeuser Bulletin TB-300 Table 1, 2A, 2B General Notes • Connections are based on NDSe 2005 or manufacturer's code report. • All plies must be the same material and grade. • Values are for 100%duration of load. Increase 15%for snow load or 25%for non-snow roof load conditions, where code allows. • Rotational effects should be considered for 7"wide beams loaded from one side only. • Capacities shown for face mount hanger conditions are based on 16d common (0.162"x 3%")nails installed in the hanger. Other nails used for face mount hanger installations invalidate the capacities in these tables. • Verify adequacy of beam with all loads applied by using iLevel software or other methods. • See the iLevel Trus Joisto Beams, Headers, and Columns Specifier's Guide(#TJ-9000)for required connections for uniform side loads. Bolt or Wood Screw Connection Details * 1/2"bolts-9/16"o maximum holes * 3/4"bolts-13/16"o maximum holes 6-a * Lead holes not required for wood screws Vi 16 �t� 0 0 Conc.Load Conc.Load 10 co Conc. Load Conc.Load F, 21 < 0 0 0 d EQ�j EQ. (typ) 2 Fastener 4 Fastener 6 Fastener 8 Fastener Pattern Pattern Pattern Pattern Min. Beam Depth: Min. Beam Depth: Min. Beam Depth: d=7%"for'/2"o bolts d=9Y4"for 1/2"o bolts d= I I Y4"for'/2"o bolts d=9%"for'/4"o bolts d= 14"for'/4"o bolts d= 16"for 3/,"o bolts Conc. Load Nailed Connection Detail *STAGGER NAILS TO PREVENT SPLITTING 9,, 1��116d Sinker(typ) 1 Y2" 9 (0.148"x 31/4") Typ. (+/-1"1) 16 Nail Pattern] —12 Nail Pattern 18 Nail Pattern Page 4 of 8 24 Nail Pattern CONTACT US - 1.888.iLevel8 (1.888.453.8358) -www.iLevel.com AWeyerhaeuser,il-evel,Microllam,Parallam TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.C 2010 Weyerhaeuser NR Company.All rights reserved. TECHNICAL BULLETIN by Weyerhaeuser March 2010 'Bulletin TB-300 Connection Design Example Given the floor framing shown below, specify the necessary connections for the a 3-ply Microllame LVL beam supporting a 2-ply Microllarn e LVL beam on one side and floor joists from the other side. The floor joists apply a 500 plf load to the side of the beam while the 2-ply beam reaction is 5,000 lbs. See the following page for the solution. Brg. (Typ.) J '000i— Additional 3-1%"x 14" Microllam"'LVL Beam, Flush Connection -- ----------- ............. .............. Required for Concentrated Face Mount Hanger with 5,000 lbs Reaction Load L r 2- 11/4"x 14" Microllam LVL 14" Floor Joists 24" o.c., Typ. r i. Beam, Flush L .......... ......... ---------------------.--------- r 4'-0" 15r-0* Partial Framing Plan Page 6 of 8 F- CONTACT US - 1.888.iLevel8 (1.888.453.8358) -www.iLevel.com AWeyerhaeuser,iLevel,Microllam,Parallam,Timbei-Strand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR 9)2010 Weyerhaeuser NR Company.AJI Ights reserved. Mill I E: rlKj Forte MEMBER REPORT Level, Floov Flush Beam 3 PIECE(S) 1 314" x 14" 1.9E Microllam,,0 LVL PASSED Overall Langth 15' ................... M L I All Dimensions are Horizontal,Drawing is Conceptual IDesign Results Actual @ Location Allowed Result LD�: System:Floor Member Reaction(lbsl — 7595(M 2 7809 Passed l97*X.) Member Type:Flush Beam Th;.—,(I b-s) 6837 @ 1-5 112- 13965 Passed(49%) 3 Building Use:Residential Moment(Ft-lbs) 25215 @ 1�11 7;8" 36387 Passed(69%) — 0 Building Code:IBC Live Load Deff.(m) 0.356 @ T 1 13/16- 0.489 Passed(LJ494)—] Design Methodology:ASD Total Load Defl- T 1 718- 0333 Passed U386) 727 0 It Deflection criteria:LL iU360)and TL(LI240)- Design results assume a fully braced condition where all compression edges(top and bottom)are property braced to provide lateral stability. Bracing(Lu):All compression edges(top and bottom)must be braced at 13'15116-o!c unless detailed otherwise.Proper attachment and positioning of lateral bmang is required to achieve member stability- Supports Total Available Required Support Reactions(lbs) Bearing Bearing Bearing Dead/Floor/Roof/Srow Accessories I-Stud wall-Spruce Pine Fir 150" 3-50' 140' 1641 B955 10/0 Blocking 12-Stud wall-Spruce Pine Fir 3.50' 3-50" 2-33' 1164 4045 10 10 Blocking - Blocking Panels are assurn"to carry no loads applied directly above them and the full load is applied to the member being designed- Loads Locatioij Tributary Dead Floor Live Roof Live Snow Comments Width (0.90) inon-snow:1.25) (1.15) I-Unfflorm(PSF� o 1 1 00 0 "00,0 0 3 0,0 10'Floor 2-Point(bj N,;A 1000 0"1 0 0 Shear(lbs) Moment(171—lbs) Comments Location Analysis Actual I Allowed I LDF Actual I Allowed I LDF -3, 60351 13965 11.0 19186136387/1.0 BOLTS LEFT OF HANGER 2-5' 39112569,10.9 25215/36387 11.0 BOLTS RIGHT OF HANGER Forte-Softwafeic:ipetator 312&2010 9�02:211 AM il-eveM Forte Y1,11,Design Engine:V4.8-0.1 L-- Page I of I Page 8 of 8 CONTACT US - 1.888.iLevel8 (1.888.453.8358) -www.iLevel.com AWeyerhaeuser,ji-evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.(D 2010 Weyerhaeuser NR Company.All nghts reserved. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 FILE'" COPY Office (904) 247-5826 Fax (904) 247-5845 Job Address: 4r/,,7ie Permit Number: Legal Description /,I IV 61-4--K I�ITA14 'W EAEEe=Lk Floor -a of- Sq.Ft. Ft Valuation of Work S Proposed Work heated/co ed 11 5r, n n-heated/cooled 73,:�, 7;.41 4 t�IT ' e qc-A n T_ olitio Class of Work(circle one): New Addition Alteration Repair ove Demolition OoqVs Use of existing/proposed structure(s)(circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N J ., FILE COPY Florida Product Approval 4 For multiple products use product approval form 'O!taze X 4(A,1 __I h Describe in detail the type of work to be performed: UZ Property Owner Information: z Name: Se4A4s 66i_rol- 7=443 #Ulnd Address: f 7 14,4 jgn6�-7- -4 L) city 1fLat4-t7,- Q e A-c-In State ELZip' �,�15� Phone E-Mail or Fax# (Optional) Contractor Information: z Company Name: lEeAzi�e� 1�14 9,)-,q7—FJ1z t,,4 Qualifying;Ngent: Address: 717A4,dY,,-3,(z7— i2eAP —city p-rlati�r� A ci,9 eA State 6 Fax# Office Ph ne joj!�� !6�/- L.,,2-Z Job Site/Contact Number State Certification/Registration# Architect Name&Phone Engineer's Name&Phone T1 Fee Simple Title Holder Name and Address F�f 4 Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as inikated 4-certify that no work or installation tascomn,eWnce prior to thee issuance of a permit and that all work will be performed to meet the standards ofall Livs regulati cons(ruction in thisjurisdiction. This permit ecomes null and void if work is not commenced within six(16)months, or if construction or work is sWpendedpr 4bandonedfor a period of six A),months at anv time after work is commenced I understand that separate permits must be securedfor Electr4caf Wor�Plyinbing,Sikns, Wells, Pools, rnaces, Boileis, Heaters, Tanks and Air Conditioners,etc. 'A. WARNING TO OWNER: YOUR FAILURE TORECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR-P. AYjNG 'rWJCE FOR IMPROVEMENTS - 8TA11V TO YOUR PROPERTY. IF YOU INTEND TO 0 .4-ANANCING9 CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFOR-t-RECO"INP YOUR NOTICE OF COMMENCEM9NT! here certify that I have read and examined this ap Mue anfftkec�'�All provisions of laws and ordinances governing this ,plication and know the same?p' 4,pe 'i"work will be complied with whether specified herein or not. The granth�k'pf.ar�erv�it 4&-no,p��skhze, so give authority to violate or cancel the provisions Of anv otherfederal,state, or local law regulating construction or the peFfdn*a. ze trti&04' fc*. ? Signature of Owner Signature of�pontracto� Print Name Priiit Narn e'; ...................... TA �S->w -A .................... .................................................................................. ........... ............................ .................. Sworn tp and subscrib before rne Sworn to and sub9cribed before'me this Z-4—Day of 01_3 this, 76�'Daybf,,,.A�A.1-- 20L Notary Public A� Ro__taFy.Publid.' L 1,4 -*- . &M% _kYLE MURRAY 10 my I 1 0 I!_E1a123 My COMMISSION#EE1857M P EXPIRES April 02.2016 EXPIRES April 02,2016 w I FbrxWNawV6qrvjo&am (40 133— %ndeNowyeervice om NOTI Perm it No.13 3 Xt��4MENT Copy i Tax Folio No. State of Florida, County of Duval FILE THE UNDERSIGNED hereby give notice tha"t��the improvement will. be made to certain real property in accordance Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Descri ion of operty (legal description of property and address if available): ;z 2. lGene g>n of improvements: al Desc 'ptio f /t""o 1. 1"Lo h/o z; le X- 4C�r C cc,/g 4e 3. Owner Information: /2 43 a)Name and Address: //A 6,7,4T F, b) Interest in property: c)Name and address of simple titleholder(if other t �4. Contractor Information: a)Name and Address: T--Z- 3 22 b) Phone Number: l3el;ek 5. Surety Information: a)Name and Address: b) Phone Number: c) Amount of Bond: $ 6. Lender Information: a)Name and Address: b) Phone Number: 7. Person within the State�of Florida designated by owner upon whom notices or other documents may be served as provided by 713.13 (1)(a) 7, Florida Statutes: a)Name and Address: 0j..,/t4xq, b) Phone Numbers of Designated Person: 8. In addition to himself/herself, Owner designates of to rece a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florid� Statutes. a)Name and Address: b) Phone Number o'f person or entity designated by owner: 9 Expiration date of Notice of Commencement(The expiration date is one (1) year from the date of Recording unl( different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF TI NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PAI 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE F( IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED A� POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCIN CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDI� YOUR NOTICE OF COMMENCEMENT. The foregoing instrument was acknowledged before me this Zc-�'dayof 20_LL 0� FORM 405-10 FILE COPY FLORIDA ENERGY EFFICIENCY eftrAMMI ILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name- 2 Story 3 Br Attached Single-62 W 10th St BuilderName. Habitat For Humanity Beaches SUeet� 62 West 10th Street Permit Office: Duval City,State.Zip: Adwtc Beach ,FIL 32233- Permit Number: Owner: )4"z ),4p- Jurisdiction: 261100 Design Location: FL,Jacksonville I New construction or existng New(From Plans) 9. Wall Types(1408.0 sqft.) Insulation Area 2 Single family or muttiple family Uulti-tamily a.Frame-Wood,Exterior R�113.0 1184.00 ft' b.Frame-Wood,Common R-1 1.0 224.00 It' 3. Number of unft,if muttiple familly I c.N/A R- ft2 4. Number of Bedrooms 3 d.NIA R- ft2 5. Is this a worst case? No 10.Ceding Types (640.0 sqft-) Insulation Area a.Under Attic(Verded) R-30.0 640.00 ft2 6. Conditioned floor area above grade(It) 1250 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c,N/A R= ft2 11.Ducts R ft2 7, Wndows(133.6 scift.) Description Area a.Sup:Attic,Ret:Main,AH:Main 6 250 a, U-Factor: Dbl,U-0.34 133.56 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft, 12.CWing systems kBtu/hr Efficiency SHGC: a.Central Unit 23�5 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13 Heabng systems kStu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 23.5 HSPF:8.00 SHGC: Area Weighted Average Overbang Depth: 1.000 ft. Area Weighted Average SHGC: 0100 14.Hot water systems 8. Floor Types (640.0 sqft.) Insulation Area a.Electric Cap:40 gallons EF:0,920 a.Slab-On-Grade Edge Insulation R=0.0 640.00 ft�' b Conservation features 1).WA R= ft, None c.N/A R= ft2 15.Cridits Pstat Glass/Floor Area 0.107 Total Proposed Modified Loads: 26.28 PASS Total Standard Reference Loads: 34.13 1 hereby certify that the plans and specifications covered by Review of the plans and 0 _4j,' specifications covered by this this calculation are in compliance with the Florida Energy Code. calculation indicates compliance 05 e with the Florida Energy Code. 1�(", 0 PREPARED BY. Before construction is completed this building YAII be inspected for DATE compliance with Section 553 908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. BUILDING OFFICIAL: WE OVVNER/AGENT: DATE. -77z��:i DATE: compliame requir"Comptetion of a Florida Air Barrier and Insulation Inspection Checklist 9112/2013 5:06 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Comphant Software Page I of 5 PROJECT Title: 2 Story 3 Br Attached Single- Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1250 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Habitat For Humanity Beache Rotate Angle: 0 Street: 62 West 10th Street Permit Office: Duval Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Mulb-family FL, 32233- New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V 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 1250 10000 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1250 10000 Yes 4 3 1 Yes Yes Yes FLOORS y # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 72 ft 0 640 ft2 ---- 0.3 0 0.7 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 674 ft2 0 ft2 Medium 0.96 No 0.9 No 0 18.4 A171C V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 640 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 640 ft2 0.11 Wood 9/12/2013 5:06 PM EnergyGauge@ USA-FlaRes201 0 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below t C)rnt To Wall TV'pp Space FZ--V.I, Et In Arpq R-\/.qljjp Frqrtqon Ahqnr Crad.--% 1 NE Exterior Frame-Wood Main 13 20 0 8 0 160.0 ft2 0 0q8 0 2 NW Exterior Frame-Wood Main 13 20.5 0 8 0 164.0 ft2 0 0.8 0 3 SW Exterior Frame-Wood Main 13 14 0 8 0 112.0 ft2 0 0.8 0 4 SE Exterior Frame-Wood Main 13 11 0 8 0 88.0 ft2 0 0.8 0 5 SW Exterior Frame-Wood Main 13 6 0 8 0 4&0 ft2 0 0.8 0 6 NW Exterior Frame-Wood Main 13 11 0 8 0 88.0 ft2 0 0.8 0 7 NE Exterior Frame-Wood Main 13 13.5 0 8 0 108.0 ft2 0 0.8 0 8 NE Exterior Frame-Wood Main 13 6 0 8 0 48.0 ft2 0 0.8 0 9 SE Exterior Frame-Wood Main 13 3 0 8 0 24.0 ft2 0 0.8 0 10 SW Exterior Frame-Wood Main 13 10.5 0 8 0 84qO ft2 0 0.8 0 11 SW Exterior Frame-Wood Main 13 11 0 8 0 88.0 ft2 0 0.8 0 12 NW Exterior Frame-Wood Main 13 12 0 8 0 96.0 ft2 0 0.8 0 13 NW Exterior Frame-Wood Main 13 9.5 0 8 0 76.0 ft2 0 0.23 0.8 0 14 SE Neighbor Frame-Wood Main 11 28 0 8 0 224.0 ft2 0 0.23 0.8 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NE Wood Main Metal 0.36 3 0 6.7 0 20.09999 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separabon Int Shade Screening 1 NE 1 Vinyl Low-E Double Yes 0.34 03 28.1 ft' I ft 0 in 10 ft 0 in None None 2 NW 2 Vinyl Low-E Double Yes 0.34 0.3 17.1 ft' 1 ft 0 in 10 ft 0 in None None 3 SW 3 Vinyl Low-E Double Yes 0.34 0.3 20.1 ft2 1 ft 0 in 10 ft 0 in None None 4 SW 3 Vinyl Low-E Double Yes 0.34 0.3 9.0 ft' 1 ft 0 in 10 ft 0 in None None 5 NE 7 Vinyl Low-E Double Yes 0.34 0.3 28.1 ft2 1 ft 0 in 1 ft 0 in None None 6 SW 10 Vinyl Low-E Double Yes 0.34 0.3 15q6 ft' 1 ft 0 in 1 ft 0 in None None 7 SW 11 Vinyl Low-E Double Yes 0.34 0.3 15.6 ft2 1 ft 0 in 1 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Best Guess 0.000300 983.63 54.000 101.55 0.2843 5.9017 9/12/2013 5:06 PM EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HEATING SYSTEM System Type Sub" Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8 23.5 kBtu/hr I sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 14 23.5 kBtu/hr 705 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS ---Supply---- --Return--- Air CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handier CW0125 OUT QN RLF Heat Cool I Attic 6 250 ft2 Main 62.5 ft2 Default Leakage Main cfm (Default) TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling Jan Feb Mar Apr May Jul Aug Sep ct v D:c pr I I May rl Jun �0 MNo Heating Jan Feb Mar A Jun Jul Aug Sep Oct Nov D c Venting H Jan Feb Mar Apr May Jun rl Jul rl Aug rl Sep Oct Nov Dec— Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 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 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/12/2013 5:06 PM EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 62 West 10th Street PERMIT Atlantic Beach, FL, 32233- 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. 9/12/2013 5:06 PM EnergyGauge(@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. 62 West 10th Street, Atlantic Beach, FL, 32233- 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi-family a. Frame-Wood,Exterior R=13.0 1184.00 ft' b. Frame-Wood, Common R=1 1,0 224.00 ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic(Vented) R=30.0 640.00 ft2 6. Conditioned floor area(ft') 1250 b. N/A R= ft2 c. N/A R= ft2 7. Windows— Description Area ft2 11.Ducts R ft2 a. U-Factor: Dbl,U=0.34 133.56 a. Sup:Attic, Ret:Main,AH: Main 6 250 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 23.5 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 23.5 HSPF:8.00 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14.Hot water systems Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 640.00 ft2 a. Electric EF:0.92 b.N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building 01j 14 E S 7,4�1, Construction through the above energy saving features which will be installed (or exceeded) 4V in this home before final inspection. Otherwise, a new EPL Display Card will be completed ve, based on installed Code compliant features. Builder Signature: Date: J0 _2-0 C�l -rA Address of New Home: 62 W qr- j 7-2,#H)-i� City/FL Zip: "S 2-21 33 ot)W'E *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.corn 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: 2 Story 3 Br Attached Single-62 W 1 Oth St Builder Name: Habitat For Humanity Beaches Street: 62 West 1 Oth Street Permit Office: Duval City,State,Zip: Atlantic Beach,FL ,32233- Permit Number: Owner: 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 separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software 2 Story 3 Br Attached Single - 62 W I Oth St HVAC Load Calculations for Habitat For Humanity Beaches 1671 Francis Avenue Atlantic Beach, FL 32233 t Elite ftivare RHVACRESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS Prepared By: Jim Williams Home Energy Services 2080 Davis Rd. Jacksonville, Fl. 32218 904 757-3569 Thursday, September 12,2013 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services 2 Story 3 Br Attached Single-62 W 1 Oth St Jacksonville,FL 32218 Pa e2 Project Report [4eneral Project Information Project Title: 2 Story 3 Br Attached Single-62 W 1 Oth St Project Date: Thursday, September 12, 2013 Client Name: Habitat For Humanity Beaches Client Address: 1671 Francis Avenue Client City: Atlantic Beach, FL 32233 Client Phone: 9042411222 Client Fax: 9042414310 Company Name: Home Energy Services Company Representative: Jim Williams Company Address: 2080 Davis Rd. Company City: Jacksonville, Fl. 32218 Company Phone: 904 757-3569 Company Fax: 904 757-7104 Company E-Mail Address: jimwi11iams@homebuildingstore.com Company Website: homebuildingstore.com Company Comment: Desig t Reference City: Jacksonville, Florida Building Orientation: Front door faces Northeast Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum DrV Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48 Check Fiqures Total Building Supply CFM: 842 CFM Per Square ft.: 0.674 Square ft. of Room Area'. 1,250 Square ft. Per Ton: 694 Volume (ft') of Cond. Space: 10,000 Buildinq Loads Total Heating Required Including Ventilatio�Air. 16,133 Btuh 16.133 MBH Total Sensible Gain: 18,511 Btuh 86 % Total Latent Gain: 3,108 Btuh 14 % Total Cooling Required Including Ventilation Air: 21,619 Btuh 1.80 Tons (Based On Sensible + Latent) [:Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads accordina to the manufacturer's performance data at your design conditions. Thursday, September 12, 2013, 4:28 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. J� Home Energy Services d&L 2 Story 3 Br Attached Single-62 W 10th St i Jacksonville,FL 32218 im Paqe 3 Miscellaneous Report System 1 Main Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hurn Dry Bulb Difference Winter. 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 Duct 3i i I puts Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.01000 0.01000 Pressure Drop: 0.1000 in.wg./l 00 ft. 0.1000 in.wg./100 ft. Minimum Velocity.. 550 ft./min 450 ft./min Maximum Velocity: 600 ft./min 750 ft./min Minimum Height.- 0 in. 0 in. Maximum Height: 0 in. 0 in. Outsi ata Winter Summer Infiltration Specified: 0.250 AC/hr 0.250 AC/hr 42 CFM 42 CFM Infiltration Actual: 0.250 AC/hr 0.250 AC/hr Above Grade Volume: X 10,000 Cu.ft. X 10,000 Cu.ft. 2,500 Cu.ft./hr 2,500 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 42 CFM 42 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 20.88 = (1.10 x 0.999 X 19.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(42 CFM) Summer Infiltration Specified: 0.250 AC/hr(42 CFM) Duct Load Factor Scenarios for System 1 rom Attic Duct Duct Surface FiF61m] No. Type DescriDtion Location Ceiling Leakage Insulation Area MDD 1 Supply Main Attic 101:5 0.09 6 338 No 1 Return Main Attic 16B 0.15 6 125 No Thursday, September 12, 2013, 4:28 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services IdOL 2 Story 3 Br Attached Single-62 W 10th St Jacksonville,FL 32218 1W Page 4 Load Preview Report Sen S, s Duct S s S SLA y y y Sy Net Rec �Ft LS*- SHyt S g A ft Lat 1,je Ton rTon I Ct Size Cl Scope Ton�� Gain Gain G ai nt Ms_A__CFM CFM Building 1.80 2.06 608 1250 18,511 3,108 21,619 16,133 326 842 842 System 1 1.80 2.06 608 1,250 18,511 3,108 21,619 16,133 326 842 842 18 Duct Latent 749 749 Zone 1 1,250 18,511 2,359 20,870 16,133 326 842 842 18 1-Great Room 340 5,942 1,172 7,114 5,931 120 270 270 3-6 2-Kichen 154 4,369 430 4,799 3,510 71 199 199 2-6 3-Bath 1 44 198 55 253 747 15 9 9 1-4 4-Utility 30 0 0 0 0 0 0 0 0_0 5-Stair 42 0 0 0 0 0 0 0 0__O 6-Master Bedroom 154 3,320 225 3,545 1,934 39 151 151 2-5 TM WIC 30 269 55 324 373 8 12 12 1-4 8-Stair Upstairs 96 225 0 225 160 3 10 10 1-4 9-Laundry 27 64 0 64 45 1 3 3 1-A 10-Bedroom 2 130 1,661 124 1,785 1,145 23 76 76 1-5 11-Bedroorn 3 143 2,006 211 2,217 1,676 34 91 91 1-6 12-Bath 2 60 456 87 543 612 12 21 21 1-4 Thursday, September 12,2013,4:28 PM hvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. ome�nergy Services 2 Story 3 Br Attached Single-62 W 10th St Jacksonville,FL 32218 Pacie 5 Duct Size Preview Room or Minimuml Ma)dmumi Rough.I Design SP Duct Du Duct Duct Name Fat,[ Loss Velocity F1 Size elocily L/1 00 —Length _-V System 1 Supply Runouts Zone 1 120 270 270 3-6 1-Great Room 450 750 0 0.1 459 2-Kitchen 450 750 0 0.1 506.1 71 199 199 2-6 3-Balh 1 450 750 0 0.1 103.4 15 9 9 1-4 4-Uti lity 450 750 0 0.1 0 0 0 0 0_0 5-Stair 450 750 0 0.1 0 0 0 0 0-0 6-M aste r Bed room 450 750 0 0.1 553.9 39 151 151 2-5 7-M V41C 450 750 0 0.1 140.2 8 12 12 1-4 8-Stai r Up stai rs 450 750 0 0.1 117.5 3 10 10 1-4 9-Laundry 450 750 0 0.1 33.3 1 3 3 1-4 10-Bedroom 2 450 750 0 0.1 554.2 23 76 76 1-5 1 I-Bedroom 3 450 750 0 0.1 464.8 34 91 91 1-6 12-Bath 2 450 750 0 0.1 237.9 12 21 21 1-4 Other Ducts in System 1 326 842 842 181 Supply Main Trunk— 550 600 0 0.1 476.6 Summary System 1 Heating Flow: 326 Cooling Flow. 842 Thursday, September 12, 2013,4:28 PM Rhvac--Residential&Light Commercial HVAC Loads Elite Software Development,�InS h � t 0 y S 2 Story 3 Br Attached Single-62 W 101 �Horne Energy Services j acksonville,FL 32218 Pa 6 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 4A-6-o: Glazing-Double pane low-e (e = 0.20 or less), 45.2 583 0 1,201 1,201 high performance, operable window, e=0.05 on surface 2, any frame, u-value 0.34, SHGC 0.3 1OD-f� Glazing-French door, double pane low-e glass (e 20.1 260 0 558 558 0.10), insulated fiberglass frame, u-value 0.34, SHGC 0.3 4A-6-o: Glazing-Double pane low-e (e = 0.20 or less), 68.3 882 0 1,804 1,804 high performance, operable window, e=0.05 on surface 2, any frame, u-value 0.34, SHGC 0.3 0 217 217 111: Door-Wood- Panel With Metal Storm 20.1 275 12C-Osw: Wall-Frame, R-13 insulation in 2 x 4 stud 942.3 3,259 0 2,185 2,185 cavity, no board insulation, siding finish, wood studs 0 240 240 12B-Osw: Wall-Frame, R-1 1 insulation in 2 x 4 stud 88 324 cavity, no board insulation, siding finish, wood studs 0 1,107 1,107 16B-30: Roof/Ceiling-Under Attic with Insulation on Attic 640 778 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 72 3,716 0 0 0 22A-ph: Floor-Slab on grade, No edge insulation, no insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure� 10,077 0 7,312 7,312 People: 5 1,000 1,150 2,150 Equipment: 0 4,300 4,300 Lighting: 0 0 0 Ductwork: 4,315 749 4,644 5,393 Infiltration: Winter CFM: 42, Summer CFM: 42 1,741 1,359 869 2,228 Ventilation: Winter CFW 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 236 236 Total Building Load Totals: 16,133 3,108 18,511 21,619 Chec( igures Total Building Supply CFM: 842 CFM Per Square ft.: 0.674 Square ft. of Room Area: 1,250 Square ft. Per Ton: 694 Volume (ft3) of Cond. Space: 10,000 Building Loads Total Heating Required Including n Air: 16,133 Btuh 16.133 MBH Total Sensible Gain: 18,511 Btuh 86 % Total Latent Gain: 3,108 Btuh 14 % Total Cooling Required Including Ventilation Air: 21,619 Btuh 1.80 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Thursday, September 12, 2013, 4:28 PM Rhvac-Residential&Light Commercial HVAC Loads -9h, Elite Software Development,Inc. Home Energy Services 2 Story 3 Br Attached Single-62 W 1 Oth St Jacksonville,FL 32218 _Pa Ae 7 Building Pie Chatt Infiltration 11% Floor 23% Building —Ductwork 27% Loss Roof 5%- 16,133 Btuh Wall 22%' Door 2% Glass 11% Roof 5% ED Excursion 1% /Infiltration 10% Wall 11 Building Glass 16% Ductwork 25% Gain 21 ,619 Btuh Door 1% People 10% Equipment 20% Thursday, September 12, 2013, 4:28 PM Rhvac�,Residential&LightCoinineircial HVAC Loads Elite Software Development,Inc. 2 Story 3 Br Attached Single-62 W 1 Oth St Home Energy Services Pa 8 Jacksonville,FL 32218 System I Room Load Summary Htg Min Run Run Cig CIg Min Room Area Sens Htg Duct Duct Sens Lat Cig Sys No Name SIF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 3-6 459 5,942 1,172 270 270 1 Great Room 340 5,931 120 430 199 199 2 Kitchen 154 3,510 71 2-6 506 4,369 3 Bath 1 44 747 15 1-4 103 198 55 9 9 4 Utility 30 0 0 0-0 0 0 0 0 0 5 Stair 42 0 0 0-0 0 0 0 0 0 6 Master Bedroom 154 1,934 39 2-5 554 3,320 225 151 151 7 M WIC 30 373 8 1-4 140 269 55 12 12 8 Stair Upstairs 96 160 3 1-4 118 225 0 10 10 9 Laundry 27 45 1 1-4 33 64 0 3 3 10 Bedroom 2 130 1,145 23 1-5 554 1,661 124 76 76 11 Bedroom 3 143 1,676 34 1-6 465 2,006 211 91 91 12 Bath 2 60 612 12 1-4 238 456 87 21 21 Duct Latent - 749 — — SVstem 1 total 1,250 16,133 326 18,511 3,108 842842 System 1 Main Trunk Size: 18 in. Velocity: 477 ft./min Loss per 100 ft.: 0.033 in.wg 771 F—m Summa!y — Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.80 86% / 14% 18,511 3,108 21,619 Actual: 1.97 75% /25% 17,700 5,900 23,600 Equipment Data Heating System Cooling System Type, Air Source Heat Pump Air Source Heat Pump Model: 25HNB524A**31 25HNB524A**31 Indoor Model: CSPH*2412AL* Brand: INFINITY 15 PURON HP INFINITY 15 PURON HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency, 8.5 HSPF 15 SEER Sound: 23600 Capacity: 24000 17,700 Btuh Sensible Capacity: n/a 5,900 Btuh Latent Capacity: n/a AHRI Reference No.: n/a 6446718 Thursday, September 12, 2013,4:28 PM CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003447 Date 10/15/13 Property Address . . . . . . 60 W 10TH ST Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 125000 ---------------------------------------------------------------------------- Application desc single family attached ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT FOR HUMANITY BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE FL 32233 ATLANTIC BEACH FL 32233 ATLANTIC BEACH (904) 241-1222 (904) 241-1222 --- Structure Information 000 000 NEW SINGLE FAM ATTACHED Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . ADVANTAGE PLUMBING Plan Check Fee . 00 Permit Fee . . . . 125 . 00 Valuation . . . . 0 Issue Date . . . . Expiration Date . . 4/13/14 --------------------------------------------------------------------- ------ 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 . must maintain walkable/accessible surface where sidewalk is removed/damaged by construction. If on-site storage is required, a post construction topographic survey documenting proper construction will be required. %bAN@LSU4VVjaAtLj(�*Py VLORIDA PERMIT ISFAV1"VK1�9kA_AfA_CWe BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 fit Page 2 Application Number . . . . . 13-00003447 Date 10/15/13 ---------------------------------------------------------------------------- Special Notes and Comments Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 2 . 00 STATE PLBG DEPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 125 . 00 125 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 129 . 00 129 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax(904) 247-5845 e--- — JOB ADDRESS: 1:� ctle5 / jo),� _S/ - PERMrr NEW OR REPLACEMENT INSTALLATION: Project Value $ TYPE OF FLYTuRE (?Ty TYPE OF FixTuRE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System RE-PIPE: TYPE OF FixTuRE QTY TYPE OF FixTuRE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: o Sewer Replacement El Back Flow Preventer El Grease Interceptor(Trap) gallons(Requires 3 sets of plans) F-1 Lawn Sprinkler System-Number of Heads El Well **SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection." Ei Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name t-J,98 Phone Number —) PlumbingCompany J1Vyr1"1A117-0 Idju N8 IAI f4 Office Phone �Z�71�<5'�Fax -47-q6 City 1171 State zip,?2233 Co. Address: AIN I /I ne I License Holder (Print): / _ff 7 -State Certification/Registration# 6P 4--2_�, -9 Z.,J�-C - �, Notarized Signature of Licen�e Mold,-J, ��Wea lk_� I J - day of 2013 Sworn and sl;�rcribed before me E y -A)MMISSION#DD 957760 ru 01 4 Signature of Notary Public vtP9,ES:Februa%14,2014 11 'rj�JT.N"*ry eu7 1, UL ders hru NntRry pubi c Unde,6 T CITY OF ATLANTIC BEACH_ 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 I", INSPECTION PHONE LINE 247-5814 oil Application Number . . . . . 13-00003484 Date 10/1S/13 Property Address . . . . . . 62 W 10TH ST Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 12SO00 ---------------------------------------------------------------------------- Application desc NEW HOME ------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 (904) 241-1222 --- Structure Information 000 000 NEW SINGLE FAMILY ATTACHED Construction Type . . . . . TYPE S-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc - - Sub Contractor . . ADVANTAGE PLUMBING Plan Check Fee . 00 Permit Fee . . . . 12S . 00 Valuation . . . . 0 Issue Date . . . . Expiration Date . . 4/13/14 --------------------------------------------------------------------- ------ Special Notes and Comments Must maintain walkable/accessible surface where sidewalk is removed/damaged by construction. If on-site storage is required, a post construction topographic survey documenting proper construction will be required. Full right-of-way restoration, including sod, is required. Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-S834) 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: `UiNa JAWAtFFfW1WJ;�LANTIC BEACH ORDINANCES AND THE FLORIDA PERMIT IS BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003484 Date 10/15/13 ---------------------------------------------------------------------------- Special Notes and Comments *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 2 . 00 STATE PLBG DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 125 . 00 12S . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 129 . 00 129 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904)247-5845 JOB ADDRESS: PERMrr# NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE oF FIXTURE QTY TYPE oF FiXTURE QTY Bathtub .2, Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System RE-PIPE: TYPE oF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: Ei Sewer Replacement 0 Back Flow Preventer o Grease Interceptor(Trap) gallons(Requires 3 sets of plans) Ei Lawn Sprinkler System-Number of Heads o Well ** SJRWD Well Completion Form. CompleteB—orin to be submitted to the Building Department for final inspection." Ej Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to v�olate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Phone Number Office Phone_�9 %el Plumbing Company v4u�_ 1/ 4-1? Fax��M Co. Address: city State ZE1 zip ZL2_'3__� tf "-A—, �tate Certification/Registration 4 License Holder(Print): Notarized Signature of License Holder A.Y and subscii�Wlbefo f 20 is 'HIIIIEYL '0"�41 'InN PE3 Fetru rtr N,.,y P S1 RLEY L GFt4HM �'0;ZS0lnN#1)D9577 ature of Notary Publ c YPRES:February 14 201 1 Rp,51 bonciao rtqj Nroqry Public un��'Wft"' I CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 7 ATLANTIC BEACH,FL 32233 Imp— INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003447 Date 3/18/14 Property Address . . . . . . 60 W 10TH ST Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 125000 ---------------------------------------------------------------------------- Application desc single family attached ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT FOR HUMANITY BEACHES HABITAT 1671 FRANCIS AVE. 797 MAYPORT RD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-1222 (904) 241-1222 --- Structure Information 000 000 NEW SINGLE FAM ATTACHED Construction Type . . . . . TYPE S-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . FLORIDA AIR SERVICE & ENG.LLC Permit Fee . . . . 91 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/14/14 ---------------------------------------------------------------------------- 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 . Must maintain walkable/accessible surface where sidewalk is removed/damaged by construction. If on-site storage is required, a post construction topographic survey documenting proper construction will be required. '"VAikF4"fAUe0_)�hA?Vff;V T�&P:?*Y PERMIT IS qVP E WUD N FLOR DA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003447 Date 3/18/14 ---------------------------------------------------------------------------- Special Notes and Comments Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 91 . 00 91 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 1VXr1j%_X_kJ1Vi1% X jVjX%1VjL.1.A /_%. 1K.r I-A I%_"A I I%_,F I I CITY OF ATLANTIC BEAC14 900 Seminole Rd Atlantic Beach, FL 32233 Ph (904) 247-5826 Fax (904) 247-5845 PERMIT# OB ADDRESS: 1-00 -4-- 1. 6-M .- Tult7� PROJECT VALUE $ qnqy- — , Rf# �411 _�,<ro TETIRED —Air Handling Equipment Only "Air Nandling Unit & Condcnscr Condenser Only TEW AIR CONDITIONING & H TING SYSTEM INSTALLATION Air Conditioning: Unit Quantity_Ft Tons Per Unit Seer Rating Heat: Unit Quantit BTU's Per Unit Duct Systems. "I'otal CFM REQUfREn LEPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION AirConditioning: UnitQuantity _ TonsPerUnit Heat: Unit Quantity_ BTU's Pcr Unit Seer Rating KEC)U1KEV Duct Systems: Total CFM 'IRE PREVENTION Fire Sprinklcr 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 I lose Cabincts Quantity (Requires 3 sets of plans) Commercial lloods Quantity (Requires 3 gets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) 'IRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boders BTU's Elevators/Escalators 11, OTHER GAS PIPING Ikat Exchanger Quantity of Outlets Pumps 4 Vented Wall Furnaces Refrigerator Condenser BTU's 4 Water Reaters Solar Collection Systems Tanks (gallons) Wells OTHER: rmit becollies void if work(toes not coniniencc within(I SiX IT1011th period or work Is suspended or abandoncd for six invialis.I he-reby certify that I have read [s appiieEttion and know the same to bo true and currut;t. All provisions of laws and Ordinances governing thig work will be complied A,ith wIlcthCT.ePCCified or t. No permit ducs nut give authority to violatc the provisions of ally othcr state or local Inw regulation construction or the pedormancc of con%truction. ,-operty Owners Name Phone Number office Phone Fax lechanical Company a", At, city k-7r 1,4A 1§00!tl o, Address: '%'N V\ ..tion/Reg rali,� icense Holder(Print): State Certifici, otarized Signature of License 11older 4�e= Before me this day o Signature of Notary ublic E V r xo� 111,111 111, INNN" T T 'd St78!9)_f72:01 3�A WOa-d OT:2T t7TO2-�_T-�HW CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003484 Date 3/18/14 Property Address . . . . . . 62 W 10TH ST Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 125000 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BEACHES HABITAT 797 MAYPORT RD ATLANTIC BEACH FL 32233 (904) 241-1222 --- Structure Information 000 000 NEW SINGLE FAMILY ATTACHED Construction Type . . . . . TYPE S-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . FLORIDA AIR SERVICE & ENG.LLC Permit Fee . . . . 91 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/14/14 ---------------------------------------------------------------------------- Special Notes and Comments Must maintain walkable/accessible surface where sidewalk is removed/damaged by construction. If on-site storage is required, a post construction topographic survey documenting proper construction will be required. Full right-of-way restoration, including sod, is required. Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAl ELECTRIC CODE 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: PERMIT IS BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Wilt Page 2 Application Number . . . . . 13-00003484 Date 3/18/14 ---------------------------------------------------------------------------- Special Notes and Comments *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 91 . 00 91 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT A.PP'LJCATION CITY OF ATLANTIC BEAC14 800 Seminole Rd Atlantic Beach, FL 32233 Ph (904) 247-5826 Fax (904) 247-5845 L3 . ,64c2d OB ADDRESS*$ 16-M__ ;S —PERMIT# PROJECT VALUE S Y_ 6XI"RI _�'<rO REQUIRED —Air Handling Equipment Only -"Air 14andling Unit & Condenscr Condenser Only iEW AIR CONDITIONING & HE TING SYSTEM INSTALLATION Air Conditioning- Unit Quantity--Jr Tons Per Unit '07,10 Seer Rating Heat: Unit Quantity BTU's Per Unit Duct Systems: "l'otal CFM REQUfRFD LEPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Pcr Unit Seer Rating REQUIRED Duct Systems: Total CFM �IRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabincts Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 setg of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) TIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators iLL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps 4 Vented Wall Furnaces Refrigerator Condenser BTU's 4 Water l4eaters Solar Collection Sy�-,cms Tanks (gallons) Wells )THER: urrait becolres void if work does not commence within a six month period or work is suspended or abanduncd for six inui,01s.I hereby ecitify that I have read us application and know the same to be truc and curruct, All prQvisiolls of laws and Otdinanecs govcrning this work will be compliedwith wilcthcr gpecifled or ot. I'lle;permit docs nut give authority to violatc the provi-,dons of ally othcrstutc ur local law regulation cQn,4truciion or the performincc ofconstrucLion. I Toperty Owners Name IW,6 _,4,;�A C--(4?Z Phone Number 4echanical Company I ovii. I AA, en' 25 Officl- Phone t;0 J��4, Fax W4f /rD X4 4h I city k-V .0. Address: ,jeense Holder(Print)*. State Certification/Rc lotarized Signature of License Molder 4e= Before me this /_7 day 0 Signature of Notary ublic m it:Or T/T 'd st7esLv2:oi S666228t,06 Ed-:1:140aA OT :2T t7T02-)_T-aHW