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306 12th st 2014 new home j! �`/j.. `S CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J " ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �Jljl>r' SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: ]Ob ID: 14-SFR-185 Job Type: SINGLE FAMILY RESIDENCE Description: NEW SINGLE FAMILY RESIDENCE Estimated Value: $600,000.00 Issue Date: 11/20/2014 Expiration Date: 5/19/2015 PROPERTY ADDRESS: Address: 306 12TH ST RE Number: 171923-0000 PROPERTY OWNER: Name: TOUSEY JR, CLAY B & PHYLLIS, Address: 2225 ALICIA LN GENERAL CONTRACTOR INFORMATION: Name: SIGNATURE HOMES & DEVELOPMENT Address: 731 DUVAL STATION RD QA REX JONATHAN WILLIAMS Phone: - - PERMIT INFORMATION: PUBLIC WORKS: Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Republic Services, Shappelle's and Waste Management.) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. Adding <400 SF new impervious. On-site storage not required. FEES: PLAN CHECK FEES $940.00 BUILDING PERMIT FEE $1,880.00 P>✓Xn1 1S9MMWf)'4.lWfACCORDANCLMWALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. `�SSS CITY OF ATLANTIC BEACH =' 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 STATE DBPR SURCHARGE $28.20 WATER CROSS CONNECTION $50.00 Total Payments: $2,926.40 r PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. , CITY OF ATLANTIC BEACH Y - ; PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 r�OjM' (904)270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: 10/13/14 Project Address: 306 12'h St. No. of Units: 1 Commercial Residential X Multi-Family New Water Tap(s) &Meter(s) Existing Meter Size(s) 3/4" New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer Existing Name: Signature Homes Applicant Address: City: State: FL Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# 14-1448 Replacement of existing house that Water System Development Charge $ N/A was already on water& sewer. Sewer System Development Charge $ N/A Water Meter Only $ N/A Only need cross-connection fee, Water Meter Tap $ N/A inspection required for CO. Sewer Tap $ N/A Cross Connection $ 50 Other $ N/A TOTAL $_50 APPROVED: Donna Kaluzniak 10/13/14 (Utility Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach APPLICATION NUMBER J� r Building Department (To be assigned by the Building De artment.) r '3 800 Seminole Road '�— 'M -K- 145 Atlantic Beach, Florida 32233-5445 7 Phone(904)247-5826 • Fax(904)247-5845 j� j� %rg,119 City web-site: http://www.coab.us Date routed: 10110114- � v APPLICATIO, REVIEW AND TRACKING FORM '.'�'h De artment review required Yes No Property Address: 30U � � J�' i is ► rY Q �AppllCant: Plannin &Zonin Tree Administrator Project: Iy GSW 5 15'u-57ic works ublic Uti i les Public Safety Fire Services Review fee $ Dept Signature CONTRACTOR EMAIL ADDRESS rCX W 11%0" Cos MC4 1 . C1W CONTRACTOR CONTA # -7 69 - 96CD-07 APPLICATION STATUS Reviewing Department First Review �4pproved. ❑Denied. (Circle one.) Comments: �'c�r,/�`�C fe-r,,h ,7fx erc, PcI L-,rcd "l`� 4—c& Aid too-/ BUILDING PLANNING &ZONING Reviewed by: / � �M..� V / — Date: / TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Revie, ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: REVISED 09252014 riy`„yr' City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building De artment.) z 800 Seminole RoadcCP, J Atlantic Beach, Florida 32233-5445 •7� Phone(904)247-5826 • Fax(904)247-5845I 0 City web-site: http://www.coab.us Date routed: APPLICATIOI ZEVIEW AND TRACKING FORM Property Address: 30U I 2:'` 5t• $Dmartment review required YesinApplicant: � r ��re ROMs nln Zoningo Tree—Administrator Project: IV t�W 5 u is Works Public Utl i ies Public Safety Fire Services Review fee $ Dept Signature CONTRACTOR EMAIL ADDRESS CA "11%Clft-6 US@ 4MA1*1 . 00rY\ CONTRACTOR CONTAII # —TtJq - gG(psl APPLICATION STATUS Reviewing Department First Review: [&/pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: Z0-1/ TREE ADMIN. Second Review: []Approved as revised. ❑D ed. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Revie\ ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: REVISED 09252014 y r City of Atlantic Be- n APPLICATION NUMBER Building Departm (To be assigned by the Building De artment.) ' 800 Seminole Road Atlantic Beach, Florida o. 33-5445 +` Phone(904)247-5826 - ax(904)247-5845 OCT City web-site: http://ww\r. �ab.us o 2014 Date routed: 1011 v APPLICATION REVIEW AND TRACKING FORM Property Address: 30U 12!4\ St. Delgartment review required Yes No - H ildin Applicant: 5ir aLureQm�5 Plannm &Zonin �� Tree Administrator Project: , - u is works —Public Uti i Ries Public Safety Fire Services Review fee $ Dept Signature CONTRACTOR EMAIL .0 JDRESS rlCX 1\%Ctrrn CDS qMC41*1 . GOn CONTRACTOR CONTk et. # -7 APPLICATION STATUS Reviewing Department First Revie, Approved. ❑Denied. (Circle one.) Comments BUILDING PLANNING &ZONING Reviewed by: Date: 043' / TREE ADMIN. Second Rev w: ❑Approved as revised. ❑Denied. P KS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date.- FIRE ate:FIRE SERVICES Third Revie� ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: REVISED 09252014 s--�` City of Atlantic Beach � Y�E� APPLICATION NUMBER Building Departmr (To be assigned by the Building De artment.) y 800 Seminole Road OCT 10 2014 �.� �Q 1 � Atlantic Beach, Florida J-5445; " \ Phone(904)247-5826 3x(904)247-5845 �y J;,09r City web-site: http://ww%p jab.us Date routed: I 0 v 1 P APPLICATIO REVIEW AND TRACKING FORM Property Address: 30U I ADeoartment required Yes No y,,Applicant: 51 `�r� H oma sProject: Iy W r Public Safety Fire Services Review fee $ Dept Signature CONTRACTOR EMAIL f IDRESS rex"I1%aem US mat Con CONTRACTOR CONTA( - # -769 - q SCD� APPLICATION STATUS Reviewing Department First Review: ff Approved. []Denied. C�� S (Circle one.) Comments: -, BUILDING U � PLANNING &ZONINGReviewed by: �-� Date:/- 13 TREE ADMIN. Second Re is ❑Approved as revised. nied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Revie, ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: REVISED 09252014 r - V I�J BUILDING PERMIT APPLICATION T,; r ILE �nnlY CITY OF ATLANTIC BEACH 0!-! 0 014 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 By Job Address: -30r a t 6C Permit Number: Legal Description Parcel# Area o Valuation of Work 550,0__prop ed Work heated/cooled_ ]� non heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed? (Circle one): Yes N/A Florida Product Approval# For multiple products use product approva orm Describe in detail the type of work to be performed: ` Property Owner Ihhnformation• Nam e:�>1,,, cA-ra -� --�--� 0 �S � Gu Address: CityState_Zip Phone E-Mail or Fax#(Optional) Contractor Information: CONTRACTOR EMAIL ADDRESS: Company Name: P$ rn62v� Qualif�rrg Agent: 1( , �; yy�.S Address: �, t ay. I-0177 City .�� State Office Phone Job Si e/.Contact Number `�5 q Fax# — Zip 3,1M g_ State Certification/Registration# -04.3 5^1 Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issztance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if constt zrction os work 1 suspended or abandoned for a penod of six 6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Worry P/unzbing,Signs, Wells, Pools, iunaces,Boi/ers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereb certify that I have read and examined this a plication and know the same to be true and correct. All provisions of laws and ord ances governing this type ojYwork will be complied with whether speci ted herein or not. The granting of a permit does not presume to give authority t folate or cancel the provisions of any other federal,state, or local law regulating construction or the performance of construction. Signature of Owner Signature of Contractor Print Name ........ ....................... . ......T V 5............ .............. Print Name ....X............... .......,...//,: ..*1 ....................................................... Beforpfne Bef� � this OO D of 20 this Day�of 201 Lf Notary is Notary public Stag of FloridaS+ PN�711�1 ON Y FF 011480 Shirley LGraham EXPIRES:April 24,2017 ,�P� MY Co mmieaion FF 088990 of,6b;,' Bonded Thru Notary Public Underwriters o�^�' Expires 02i14t2018 Revised 01.26.10 O TE App ica e o es: 2 10 FL RID ABUILODIN��ODE BELOW- OFFICE USE ONLY Review Result (circle-one): Approved Disapproved Approved w/ Conditions Review Initials/Date:./Tl 11_Zb__1y Development Size Habitable Space 3 S23 s,F, Non-Habitable Impervious area Miscellaneous Information Occupancy Group ..:._...: . Type of Construction Number of Stories o"I, Zoning District k S - Max. Occupancy Load Fire Sprinklers Required Flood Zone /l/ Conditions/Comments: - BUILDING PERMIT APPLICATIONld FILECOPY Cantic Beach, OF ATLANTIC BEACH 800 Seminole Road Atlantic �� i' U Q i4 I ch, FL 32233 Ui I""°"�" ' Office (904)247-5826 Fax (904)247-5845 3 Job Address: f By— Job Legal Description Permit Number: Valuation of Work55p,00 2o ea o Parcel# Proposed Work heated/cooled �• t non-heated/cooled New Class of Work(circle one): !_ Addition Alteration Repair M Use of existing/proposed structure(s) ((circle one): ova Deolition Pool/spa a If an existing structure is a fires sprinter system installed? p p endow/door p ) Commercial :��ideiitial-- Florida Product Approval# y (Circle one). e ? For multiple products use product approva orm N/A �, _ Describe in detail the type of work to be performed:_ G ,tQ Property Owner Information - Narne:-C1,,,, Qj ---— — City Address: E-Mail or Fax#(Optional) State_Zip___Phone - Contractor Information: C NTRACTOR EMAII,ADDRESS: --- Company Name: Address: eS rziQv� a� - Q ling Agent- Ci , Office Phone `�r►Ci m S State Certification/Registration# Job Si e/.Contact Number `7 g 9 g g�`7 --- ----State�_Zip 1 Architect Name&Phone# O�- Fax# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. -lcertify that no work or i issuance ofa permit and that all work will be performed to meet the standards of all laws regulating construction in this and void mmen e not commenced within six(6)months, or if construction or work is suspended or abandoned or work is commenced. I understand that sepaz-ate permits must be secured for Electrical Work, or abbing, a ns _pe tallation has commenced prior to the Tanks and Air Coz:ditioners,etc. W ,jurisdiction. This permit becomes null f a erzod ofsix 6)months at any time after b' 1/s, 10 months Boilers,Headers, WARNING TO OWNER: YOUR FAILURE TO RECORD A COMMENCEMENT MAY RESULT IN YOUR PAYING TW NOTICE OF TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, FOR IMPROVEMENTS YOUR LENDER OR AN ATTORNEY BEFORE RECORIjNCING, CONSULT WITH COMMENCEMENT. NG YOUR NOTICE OF here b certify that I have read and examined this a plication and know the same to be true and correct. All provisions pe owork will be complied with whether sppeci zed herein or not. The granting of a permit does Movisions of any other federal,state, or local lstiv regulating constructzon or the performance of construction. of laws and ord antes governing this not presume to give authority t folate or cancel the ignature of Owner T Signature of Contractor int Name � lUU� i ......... u/ ........... .._..................................... Print Name ;fordtne Is—D D of f'- s.......................,..�.l'c .fir.r............_........................................ .. 20 this 1 Day,-of u 20 1 Mary 1C ° Notary puiNic Stats w Florida Shirley L Graham pubth 1 ON d FF 011460 MY Com - mission FF o88890 EXPIRES:Apol 24,2017 1102/14/2018 rs Bonded Thru Notary Public Underwrite - - Revised 01.26.1 0 f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD M =" ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �f- DEMOLITION PERMIT M1 IST ekl:k: BY 4PM FOR NE)ff BAY!NSPEE:F!eN. 247 581:4 JOB INFORMATION: Job ID: 14-DEMO-353 Job Type: DEMOLITION Description: DEMO HOME Estimated Value: Issue Date: 10/31/2014 Expiration Date: 4/29/2015 PROPERTY ADDRESS: Address: 306 12TH ST RE Number: 171923-0000 PROPERTY OWNER: Name: TOUSEY JR, CLAY B & PHYLLIS, Address: 2225 ALICIA LN GENERAL CONTRACTOR INFORMATION: Name: SIGNATURE HOMES & DEVELOPMENT Address: Phone: - - PERMIT INFORMATION: FEES: Demolition Fee $100.00 Total Payments: $100.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. N 1st Floor I'll84 d1 7" 184 cfm FILE COPY ; " 600 cfm 7" 2 cfm 144 cfm 231 cfm R 107 cfm 6" 45 cfm x1200 cfm 6" 109 cfm I1 169 cfm 52 cfm k7" 83 5" 5 102 cfm 81 c& I 16" Job #: Scale: 1 : 118 Performed for: Page 1 Tousey Residence Right-Suite®Universal 2015 306 12th St. 15.0.00 RSU17457 Atlantic Beach,FL 2014-Nov-19 22:11:36 ...12th St.,Atlantic Beach,FL.rup I�k N 2nd Floor 116 cim 6" 134 cfm 60 cfm 14 Cfm 6° 5" 129 cfm 8„ 6 6„ 1 %12" 5" 1.1200 72 Cfm 5" 5" 5" 6" 5" 59 cfm Ck 67 cfm 157 cfm 70 cfm 145 cfm 59 cfm Job #: Scale: 1 : 118 Performed for: Paget Tousey Residence Right-Suite®Universal 2015 306 12th St. 15.0.00 RSU17457 Atlantic Beach,FL 2014-Nov-19 22:11:36 ...12th St.,Atlantic Beach,FL.rup -PIS wrightsoft® Duct System Summary f Job: a e: 1st Floor FILL By: Project Information For: Tousey Residence 306 12th St.,Atlantic Beach, FL Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.366/0.134 in H2O 0.366/0.134 in H2O Lowest friction rate 0.140 in/100ft 0.140 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length(TEL) 357 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) I (cfm) FR I (in) (in) Matl Ln(ft) I Ln(ft) Trunk Roomlo I h 2500 83 79 1 0.202 5.0 Ox 0 1 ShMt 1 21.0 1 160.0 st3 Rooml1 h 1573 52 49 0.190 4.0 Ox 0 ShMt 32.0 160.0 st3 Room12 I c 4196 I 1621 169 I 0.1791 7.0 I Ox 0 I ShMt I 44.0 I 160.0 I st3 Room3 I c 35701 1391 144 1 0.1451 7.01 Ox 0 I ShMt 1 37.0 1 215.0 1 st3 I Room4 I h 44021 1451 137 1 0.1601 7.01 Ox 0 I ShMt 1 23.0 1 205.0 1 st3 I Room5 I h 32561 1071 104 1 0.1501 6.01 Ox 0 I ShMt 1 39.0 1 205.0 1 st3 I IRooms I c 57301 2221 231 1 0.1401 8.01 Ox 0 I ShMt 1 56.0 1 205.0 1 st3 I IRoom7 I h 32921 1091 108 1 0.1541 6.01 Ox 0 1 ShMt 1 23.0 1 215.0 1 st3 I IRooms I h 30771 1021 100 1 0.2161 5.01 Ox 0 1 ShMt 1 9.0 1 160.0 1 st3 I Rooms I h 24391 81 1 79 1 0.2091 5.01 Ox 0 I ShMt 1 10.0 1 165.0 1 st3 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type I (cfm) I (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 1200 1200 0.140 859 16.0 0 x 0 ShtMetl TableReturn Branch Detail Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 1200 1200 96.0 0.140 679 18.0 Ox 0 1 ShMt Bold/italic values have been manually overridden 2014-Nov-19 22:11:04 wrightSOW Right-Suite®Universal 2015 15.0.00 RSU17457 Page 1 / � ...Residence,306 12th St.,Atlantic Beach,FL.rup Calc=MJ8 faces: N Duct System Summary Job: wrightsoft® Date: 2nd Floor By: Project • • For: Tousey Residence 306 12th St.,Atlantic Beach, FL Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.353/0.147 in H2O 0.353/0.147 in H2O Lowest friction rate 0.184 in/100ft 0.184 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length(TEL) 272 ft Supply Branch DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) I (cfm) FR (in) (in) Matl Ln(ft) I Ln(ft) ITrunk Room13 h 2059 59 58 1 0.218 5.0 Ox 0 1 ShMt 1 32.0 1 130.0 1 st2 Room15 I c 4354 I 1441 58 I 0.2261 5.01 OxO Ox 0 I ShMt ShMt I 26.0 18.0 I 130.0 I st2 145 0.198 6.0 160.0 IRoom16 I c 21081 681 70 1 0.1881 5.01 Ox 0 1 ShMt 1 23.0 1 165.0 1 st1 I Room17 I h 23521 671 66 1 0.1841 5.01 Ox 0 1 ShMt 1 32.0 1 160.0 1 st1 I I Room18 I h 55051 1571 153 1 0.2051 6.01 Ox 0 1 ShMt 1 42.0 1 130.0 1 st1 I I Room19 I c 43901 1461 147 1 0.1981 6.01 Ox 0 I ShMt 1 28.0 1 150.0 1 st1 I I Room20 I h 40501 1161 111 1 0.1931 6.01 Ox 0 I ShMt 1 43.0 1 140.0 1 st1 I Room21 I c 38801 1211 129 1 0.1891 6.01 Ox 0 I ShMt 1 12.0 1 175.0 1 st1 I Room22 I c 18061 591 60 1 0.2041 5.01 Ox 0 I ShMt 1 8.0 1 165.0 1 st2 I I Room23 I c 40041 1331 134 1 0.2101 6.01 Ox 0 1 ShMt 1 18.0 1 150.0 1 st2 I 1 Room24 I h 25191 721 69 1 0.2231 5.01 Ox 0 1 ShMt 1 18.0 1 140.0 Is 1 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name I Type (cfm) I (cfm) I FR (fpm) (in) (in) Material Trunk st1 Peak AVF 675 676 0.184 861 12.0 0 x 0 ShtMetl 1 st2 1 Peak AVF 1 525 1 524 1 0.198 1 796 1 11.0 1 0 x 0 1 ShtMetl 1 1 Bold/italic values have been manually overridden 2014-Nov-19 22:11:04 !ti wrightSO Right-Suite®Universal 2015 15.0.00 RSU17457 Page 2 ti ...Residence,306 12th St.,Atlantic Beach,FL.rup Calc=MJ8 faces: N Return Branch Detail Table Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb4 Ox 0 1200 1200 80.0 0.184 679 18.0 Ox 0 L-S h M t Ai FILE Cor 2014-Nov-19 22:11:04 ,v. + wrightSOW Right-Suite@ Universal 2015 15.0.00 RSU17457 Page 3 ACCK ...Residence,306 12th St.,Atlantic Beach,FL.rup Calc=MJ8 faces: N -i'�- wrightsoftm Duct System Summary, � Job: a e: Guest House F I L E Copy By: Project Information For: Tousey Residence 306 12th St.,Atlantic Beach, FL Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.327/0.173 in H2O 0.327/0.173 in H2O Lowest friction rate 0.234 in/100ft 0.234 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 214 ft SupplyDetail Table Design I Htg Clg Design Diam H x W Duct Actual I Ftg.Egv Name (Btuh) (cfm) I (cfm) FR (in) (in) Matl Ln(ft) I Ln(ft) ITrunk Room1 c 2990 184 184 1 0.234 7.0 Ox 0 ShMt 10.0 130.0 st5 Rooml- OxO ShMt 10.0 130.0 Room2 A I h 4515 I 233 I 232 184 I 0.284 I 7.0 I Ox 0 I ShMt I 10.0 I 105.0 I sty SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 367 368 0.234 833 9.0 0 x 0 ShtMetl TableReturn Branch Detail Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl I Trunk rb2 Ox 0 600 600 74.0 0.234 651 13.0 Ox 0 ShMt Bold/italic values have been manually overridden ,�, wrightSoft° Right-Suite®Universal 2015 15.0.00 RSU17457 2014-Nov-19 22:11:04 Page 4 ,iM ...Residence,306 12th St.,Atlantic Beach,FL.rup Calc=MJS faces: N • y 102. 120. �-+ p \O GO �l D1 Vi P W N �-• 01 Ch W N �-• �•=' fD CD d a d x o a c CAcn y a h CD � n a� � o O '� ° o o Q 6 cz D as CD CD � upO `c f C va �Q d CDD CD O G `c `t3 O J d o CD a."CA cr CD O CCD + y (a y a- oo �- s w Q. C/J cn O = '= CD v s`i o rs o �• c � ti• a .;;uxa�+rs b � H d o CDCD W Q CD moo r (D P w n L —o c, CD . � r � c cD �••� o � �' CD O CA 1 ►� CD a �J 1 CD CD p �. � � o n CDD f j Ql , • � bCD Ul O It x :r o - O v it CDD O d p n cn d n n 5' O O a Q p O O CD �' o cro yrs CD ID a' ° �' o G� a 5' 0 5 ° CD 0 0 CD oo o C CD '9 0 0 g, y CD �' CD o CD lD 4 C d � 5 C. C Gi t h �V 1 A ice.. r0 L� O. O y' O� p O M fD d V1 r � 'N r '� O \ S@ « : 0. _ : ( , R � 5 R e m ƒ C R g' ] ° 7 R / ¢ 8 • b a ) © ( t n =_ 2 ' ■ ƒ ƒ co } 2 \ \ ° k AD ] ) / ? � ƒ . � $ 2 � CA / 2 � � . � 0 . � ■ a c k ; �. / .. . . . � K . § K, . n . \� � r )_ o coo o ° O CD a o O cn cl, CDO OQ > 'O N fy A o • � a� A qq S � It �- o f° c °' c s 0 � o 0 co C CL CD (� 0 o �- r � CS A � O � "+ CDt n t � O En W O � � O CD ` Doc#2014259235,OR BK 16978 Page 267, s . "tea Number Pages:2 Recorded 11/17%2014 at 11:16 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL Prepared by and Return to: I /Va , 20 COUNTY Clay B.Tousey III RECORDING$18.50 Fisher,Tousey,Leas&Ball,P.A. 14 501 Riverside Avenue,Suite 600 Jacksonville,Florida 32202 Permit No. r Tax Folio No. 171923-0000 �-o'f' } GiCop ( NOTICE OF COMMENCEMENT � s STATE OF FLORIDA ,. COUNTY OF DUVAL To whom it may concern: THE UNDERSIGNED hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this Notice of Commencement. 1. Legal Description of Property Being Improved: 23-4, 16-2S-29E Selva Marina Unit 1 Street Address: 306 12th Street, Atlantic Beach, Florida 32233 2. General Description of Improvements: New Single Family Home 3. Owner: Clay B. Tousey III and Tracy S. Tousey Address: 1819 Mallory Street,Jacksonville,Florida 32205 Interest in Property: Fee Simple Title Name and address of Fee Simple Title Holder: Same(gee above) 4. Contractor: Signature Homes and Development,Inc. Address: 731 Duval Station Road, Suite 107-417,Jacksonville, Florida 32218 Phone number: (904) 714-0744 Fax number: (904) 714-0746 5. Surety:. Not Applicable Address: Amount of Bond: 6. Lender: The Jacksonville Bank Address: 100 N. Laura Street,Jacksonville, Florida 32202 7. Person(s) within the State of Florida Designated by Owner upon whom notices or other documents may be serviced as provided by Section 713.13[1][a][7],Florida Statutes: (a) Name: Commercial Loan Administrative Solutions, Inc. (b) Address: 4729 Highway 17, Fleming Island, Florida 32003 483312 �1 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06[l][b],Florida Statutes. (a) Name: ,. .. (b) Address: (c) Phone Number: opy FILE 0 9. Expiration Date: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMNECEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. "OWNER" Clay B.Tousey III Tr S. /Usey STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this 14" day of November,2014,by Clay B. Tousey III and Tracy S. Tousey, who, under penalties of perjury, declared that each have read the foregoing and that the facts stated in it were true to the best of their knowledge and belief. Each are [ x] personally known to me or have [ ] produced valid driver's�licen s as identification. Notary Public, State of Florida Name: ticnti„►o soh ffir NICHO!_E!..SI!.VFR My Commission Expires: My Commission Number is: A NICHOLELSILVER ]1Commission #EE 82793ExppiesAugust16,2016 BortledlhruTm Fain Inuromre 800.385.701 . 483312 -2- FORM 405-10 FILE COPY�. ��.� FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Tousey Residence,306 12th St Builder Name: Street: 306 12th St. Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types (5328.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 5184.00 ft' b.Frame-Wood,Adjacent R=19.0 144.00 ft' 3. Number of units,if multiple family 1 c.N/A R= 112 4. Number of Bedrooms 4 d.N/A R= ft' 10.Ceiling Types (2193.0 sgft.) Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=19.0 2193.00 ft' 6. Conditioned floor area above grade(ft2) 3873 b.N/A R= ft' c.N/A R= ft2 Conditioned floor area below grade(ft') 0 11.Ducts R ft2 7. Windows(1012.0 sqft.) Description Area a.Sup: 1st Floor,Ret:1st Floor,AH:Attic 6 258.2 a. U-Factor: Dbl,U=0.30 1012.00 ft2 b.Sup: 2nd Floor,Ret:2nd Floor,AH:2nd Floor 6 120 SHGC: SHGC=0.30 c.Sup:GuestRoom,Ret:GuestRoom,AH:GuestRoo 6 80 b. U-Factor: N/A ft' 12.Cooling systems kBtu/hr Efficiency a.Central Unit 34.8 SEER:15.00 SHGC: b.Central Unit 34.8 SEER:15.00 c. U-Factor: N/A ft2 c.Central Unit 17.8 SEER:15.20 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a.Electric Heat Pump 34.6 HSPF:8.50 SHGC: b.Electric Heat Pump 34.6 HSPF:8.50 Area Weighted Average Overhang Depth: 3.817 ft. c.Electric Heat Pump 17.8 HSPF:8.50 Area Weighted Average SHGC: 0.300 14.Hot water systems a.Propane Tankless Cap:1 gallons 8. Floor Types (2193.0 sgft.) Insulation Area EF:0.750 a.Slab-On-Grade Edge Insulation R=0.0 2193.00 ft' b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 54.81 PASS Glass/Floor Area: 0.261 Total Standard Reference Loads: 87.18 1 hereby certify that the plans and specifications covered by Review of the plans and O4-VIAE S7,4T. this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance .� with the Florida Energy Code. Before construction is completed ---- PREPARED BY: -- -- a DATE: 10-10-2014 x_ - this building will be inspected for 0 __ a compliance with Section 553.908 ti I hereby certify that this buildin as desi is in compliance Florida Statutes. J with the Florida Energy Co OD�� OWNER/AGENT: BUILDING OFFICIAL: m - -- S DATE: - DATE: Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 10!10/2014 2:12 PM 9Y 9 Ener Gau e®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 t t.. ITW Building Components Group, Inc. vl 2400 Lake Orange Drive suite 150 Orlando FL 32837 +. �F 11. Q p Florida Engineering Certificate of Authorization Number:0 278 .Florida Certificate of Product Approval#FL1999 .�`(�G S�`•. / Y Page l of l Document ID:1 VAF235-Z0008065418 ~+ No.22839 .: Truss Fabricator: Lumber Un I i nti ted r ' 7i Job Identification: 42063B-(SIGNATURE )306 12TH ST. DUVAL CTY -- ATLANTIC BE H, F. TURe )3051 121 Truss Count: 20 "O Model Code: Florida Building Code 2010 _P1 Truss Criteria: FBC201ORes/TPI-2007(STD) _ * . (��a ` . ..1 Engineering Software: Alpine Software,Version 13.02. �S/OAI ��[� Structural Engineer of Record: LUIS PONT I GO 53311 NAL Address: 496 OSCEOLA AVE JACKSONVILLE, FL 32250 Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration Floor - N/A 10/08/2014 Wind - 130 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the Walter P.Finn structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing. Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Lumber Unlimited for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR235 Details: 14030EC1-GBLLETIN-14015EC1- # Ref Description Drawing# Date 1 00625--L52 14281054 10/08/14 2 00626--L53 14281055 10/08/14 3 00627-454 14281056 10/08/14 4 00628-455 14281057 10/08/14 5 00629--L56 14281058 10/08/14 6 00630--M57 14281059 10/08/14 7 00631--M58 14281060 10/08/14 8 00632--M59 14281061 10/08/14 9 00633--M60 14281062 10/08/14 10 00634--N61 3-PLV 14281063 10/08/14 11 00635--N62 14281064 10/08/14 12 00636--N63 14281065 10/08/14 13 00637--064 14281066 10/08/14 14 00638--065 14281067 10/08/14 15 00639--P66 14281068 10/08/14 16 00640--P67 14281069 10/08/14 17 00641--P68 2-PLY 14281070 10/08/14 18 00642--P69 2-PLY 14281071 10/08/14 19 00643--Q70 14281072 10/08/14 20 00644--Q71 14281073 10/08/14 { ' e Z I- W 0 -•w Vt N -1 N r •• co--i C r O A O -1 O J 7 X rt rt CD m C N O O d A m rt O rt O r*A d d M m a rt rt*0 - N c CD u rt Z CD O 0 C tT d C O O a-1 rt 77 7C' -•o m n f1 0 m rn Q < 3 •11-•m m -I FmJS w •nS b F:(N� -•dmaa (D C) m00 N W noo D U D w-r I a N < C-)C7 m po g r - am-n-I 0 3�- o o j y d O N as rt y D•n y ' m -I O d-O-0 rt- C 7 NNN _ - C,w w Z < a n CD f) C1 rt rt N O 41 (D a A A A W z A Jd 0 S J W VI N W D m d W Sd rt O O O m C7 CA CA V) 1 0o w rt I X (D tCD N -s m rt -V-0-0 i. a J D V) O -th. 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N w V 3�3 N O \ (n _q O N A h 3 O O N .. C VI ^;3 p O O N `� W C D N 'p •-• �I 3 _ .� h (1 3 3 6 U n3 3 S°''." O A N K Z } O N 10 O a T 3 N J N J S 3 N \ '_' 03 N O W U O N N C N h N x Q 0 0• O N r 0 °N A ry J 3 h j 3 Q P W O d \ l h 9 C W '1 G7 ro Z N O n0 } X X 3 - N ° .t G p ¢O Q+� N rF ¢3 .°t L ¢ V H Z Cl c1 3 0 a XN 3 h 3 N 3 3 0h 00 G h W i O Q N ¢ J W • <- < qLl O r f N N O v J O ¢N N 1 N D N O A } 6 J O J ] pry v 3 D p o % ¢ N N t ITW Building Components Group, Inc. ; r FILE L2400 Lake Orange Drive suite 150 Orlando FL 32837 °r �/ Florida Engineering Certificate of Authorization Number:0 278 ��°"'�•"•• �/ 4i►� P �E __sem �= Florida Certificate of Product Approval#FL 1999 ��•'��+ SLS'•, �j r r A r,s W Page l of 1 Document ID:1 VAF235-ZO508065920 C No.2283° Truss Fabricator: Lunber Unlimited / .* Job Identification: 42063A-(SIGNATURE )306 12TH ST. DUVAL CTY -- ATLANTIC BE H, S 1 4TURF )3011 121 Truss Count 53 „Q vft'" Model Code: Florida Building Code 2010 Truss Criteria: FBC201ORes/TPI-2007(STD) /��'••.4,0R1d•''•` Engineering Software: Alpine Software,Version 13.02. �y Structural Engineer of Record: LUIS PONT I GO 53311 1• Address: 496 OSCEOLA AVE JACKSONVILLE, FL 32250 Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration Floor - 55.0 PSF @ 1.00 Duration 10/08/2014 Wind - 130 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the Walter P.Finn structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet trust notch the date shown 1950 Marley Drive on the individual truss conponent drawing. Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Lunber Unlimited for the above referenced job identification. Loads applied by non-truss elenents and basic load paraneters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing nuttber is preceded by: HCUSR235 Details: STRBRIBR-DEFLCAMB-14015EC1-GBLLETIN- Ref Description Drawing# Date # Ref Description Drawing# Date 1 00518-41 14281001 10/08/14 34 00551--C33 14281026 10/08/14 2 00519-42 14281002 10/08/14 35 00552--D34 14281027 10/08/14 3 00520-43 14281003 10/08/14 36 00553--D35 14281028 10/08/14 4 00521-44 14281004 10/08/14 37 00554--036 14281048 10/08/14 5 00522-45 14281005 10/08/14 38 00555--D37 14281029 10/08/14 6 00523-46 14281006 10/08/14 39 00556--D38 14281030 10/08/14 7 00524-47 14281041 10/08/14 40 00557--E39 14281031 10/08/14 8 00525-48 14281007 10/08/14 41 00558--E40 14281032 10/08/14 9 00526-49 14281008 10/08/14 42 00559--G41 14281033 10/08/14 10 00527-410 14281009 10/08/14 43 00560--G42 14281052 10/08/14 11 00528-411 14281010 10/08/14 44 00561--H43 14281034 10/08/14 12 00529-412 14281011 10/08/14 45 00562--H44 14281035 10/08/14 13 00530-413 14281012 10/08/14 46 00563--144 14281036 10/08/14 14 00531-414 14281013 10/08/14 47 00564--145 14281037 10/08/14 i 15 00532-415 14281014 10/08/14 48 00565--146 14281049 10/08/14 16 00533-416 14281015 10/08/14 49 00566--147 14281050 10/08/14 17 00534-417 14281016 10/08/14 50 00567--J48 14281051 10/08/14 18 00535--F18 14281017 10/08/14 51 00568--J49 14281038 10/08/14 19 00536-419 14281018 10/08/14 52 00569--K50 14281039 10/08/14 20 00537--FT20 3-PLY 14281042 10/08/14 53 00570--K51 14281040 10/08/14 21 00538--FT21 2-PLY 14281043 10/08/14 22 00539--FT22 2-PLY 14281044 10/08/14 23 00540--FT23 2-PLY 14281045 10/08/14 24 00541--FT24 14281019 10/08/14 25 00542--FT25 2-PLY 14281046 10/08/14 26 00543--FT26 3-PLY 14281053 10/08/14 27 00544--FT27 3-PLY 14281047 10/08/14 28 00545--A27 14281020 10/08/14 29 00546--A28 14281021 10/08/14 30 00547--A29 14281022 10/08/14 31 00548--A30 14281023 10/08/14 32 00549--831 14281024 10/08/14 33 00550--C32 14281025 10/08/14 Z -h O r 00-4 r O ID CD c O O DI 0. m I r 0 til 3 rt•O — N rt- Q c o O mm 0 0 fD 0)O c -s n '1 fZr� w rt CD O O N D Oa 3 > _ O O ? d Ndd rt y 0 D•n -. 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(n III = m 7 3 <n 1 m rr 0) reg `I w m o < v 0 m 1 3 C)cDC)03 m 7 F DS- CD 0) �m(D f) AAx v f_ CD : 3 l) 20 m -•-I (O 7 A• • W �`L�` m 7 S 1'O -OC CD =NCn C m rt m O O --= 0) O (A m(A1 - Cn0 y o ••••••••••••••• _ rt 1 O O C)C 7 < m m o = - N 7 C.m coi (D CD'O C')O 3'•C • 3 3CD (A -0) - 1 CD 2 m 0 0 0 0 4 -• nr(m A (D CT 1 z(A m 1 0 T-•1 • • 3 y $ CD f m 0--c A O- n A n .� •0- O O CD N Cl.'D N - ,, cr N O v0 1 m 3 N N 7 g 1 CD < - 1 Cl- ..- -W v m CD -1 - - .Ni3 m m- c W CA -I --I N m o o :E(O• (N c o m•o 0 (A A C O C) 0 C) C) •r1 - D -I r ^) < n m O -• z n r 0 0 r \ f - m n fO w7a o z D 0 r r r r \ o s o � fD. d 3 J o O n A m f p = m a wF n rt til 0 0'-•I 3 1•O ,a rt N H \ d -OOT f0 rtil 0CD o N toO to O O m 0 -oov c Sm 3 m A \ 7 CD !n m - -•<CD 7 C - 0 C) 0 0 0 0 0 a m (� 3 CD �• N N N N N I v -I 13 A rt Dai In_ z T -n T -n -n m 0 -'p m 3 -0 (A m 7 (A - w Z N rt 3 c m 0 O rt(D L 1) N v v z N rt z_. .Z7 rU m CO 7 .'O Z' m n O cD T 3 ti 1ml Z m ZE m T d a O O- (n o I Z x - 00 _ O ;a CD m O C') N N II C) a < n 00 A W N - _ c T \ N O 1 NC^ 3 H W C0 -0 O Ln 00 T N 00 Ln co fTf a I A \ W O a A Ln N PROJECT Title: Tousey Residence,306 12th St Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 3873 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 306 12th St. Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/E)dsting: 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 Block1 1828 18280 2 Block2 1680 16800 3 Block3 365 3650 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Coded Heated 1 1st Floor 1828 18280 Yes 1 1 Yes Yes Yes 2 2nd Floor 1680 16800 No 0 3 1 Yes Yes Yes 3 GuestRoom 365 3650 No 0 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulation 1st Floor 212 ft 0 1828 ft= ___ 0 0 1 2 Slab-On--Grade Edge Insulation GuestRoom 77 ft 0 365 ft' 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 2453 ft= 550 ft' Medium 0.96 No 0.9 No 19 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2193 ft' N N 10/10/2014 2:12 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Unvented) 1st Floor 0.1 148 ft2 0.11 Wood 2 Under Attic(Unvented) 2nd Floor 0.1 1680 ft2 0.11 Wood 3 Under Attic(Unvented) GuestRoom 0.1 365 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below # Ornt To - -- WaU-Titpe Space R_Valua ___Ft_ _lf�- Ft In Area R-Vab le Fraction _�or-_(-iradp% _ 1 N Garage Frame-Wood 1st Floor 19 12 12 144.0 ft2 0.23 0.75 0 2 N Exterior Frame-Wood 1st Floor 19 48.5 12 582.0 ft2 0.23 0.75 0 3 E Exterior Frame-Wood 1st Floor 19 45.5 12 546.0 ft2 0.23 0.75 0 4 S Exterior Frame-Wood 1 st Floor 19 60.5 12 726.0 ft2 0.23 0.75 0 5 W Exterior Frame-Wood 1st Floor 19 45.5 12 546.0 ft2 0.23 0.75 0 6 N Exterior Frame-Wood 2nd Floor 19 56.5 10 565.0 ft2 0.23 0.75 0 7 E Exterior Frame-Wood 2nd Floor 19 44 10 440.0 ft2 0.23 0.75 0 8 S Exterior Frame-Wood 2nd Floor 19 56.5 10 565.0 ft2 0.23 0.75 0 9 W Exterior Frame-Wood 2nd Floor 19 44 10 440.0 ft2 0.23 0.75 0 10 N Exterior Frame-Wood GuestRoom 19 17 10 170.0 ft2 0.23 0.75 0 11 E Exterior Frame-Wood GuestRoom 19 21.7 10 217.0 ft2 0.23 0.75 0 12 S Exterior Frame-Wood GuestRoom 19 17 10 170.0 ft2 0.23 0.75 0 13 W Exterior Frame-Wood GuestRoom 19 21.7 10 217.0 ft2 0.23 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood 1st Floor None 0.460000 3 8 24 ft2 2 N Wood 1st Floor None 0.460000 3 7 21 ft 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 N 2 Wood Double(Clear) Yes 0.3 0.3 54.0 ft2 1.3 ft 0 in 7 ft 0 in Drapes/blinds None 2 N 2 Wood Double(Clear) Yes 0.3 0.3 8.0 ft2 1.3 ft 0 in 3 ft 0 in Drapes/blinds None 3 N 2 Wood Double(Clear) Yes 0.3 0.3 24.0 ft2 5 ft 0 in 8 ft 0 in Drapes/blinds None 4 N 2 Wood Double(Clear) Yes 0.3 0.3 4.0 ft2 4 ft 0 in 4 ft 0 in Drapes/blinds None 5 E 3 Wood Double(Clear) Yes 0.3 0.3 90.0 ft2 1.3 ft 0 in 6 ft 0 in Drapes/blinds None 6 S 4 Wood Double(Clear) Yes 0.3 0.3 126.0 ft2 1.3 ft 0 in 7 ft 0 in Drapes/blinds None 7 S 4 Wood Double(Clear) Yes 0.3 0.3 96.0 ft2 16 ft 0 in 10 ft0 in Drapes/blinds None 8 W 5 Wood Double(Clear) Yes 0.3 0.3 36.0 ft2 1.3 ft 0 in 7 ft 0 in Drapes/blinds None 9 W 5 Wood Double(Clear) Yes 0.3 0.3 60.0 ft2 1.3 ft 0 in 6 ft 0 in Drapes/blinds None 10 W 5 Wood Double(Clear) Yes 0.3 0.3 6.0 ft2 1.3 ft 0 in 4 ft 0 in Drapes/blinds None 11 N 6 Wood Double(Clear) Yes 0.3 0.3 45.0 ft2 1.3 ft 0 in 6 ft 0 in Drapes/blinds None 12 N 6 Wood Double(Clear) Yes 0.3 0.3 54.0 ft2 1.3 ft 0 in 7 ft 0 in Drapes/blinds None 13 N 6 Wood Double(Clear) Yes 0.3 0.3 6.0 ft2 1.3 ft 0 in 4 ft 0 in Drapes/blinds None 14 E 7 Wood Double(Clear) Yes 0.3 0.3 12.0 ft2 1.3 ft 0 in 4 ft 0 in Drapes/blinds None 10/10/2014 2:12 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC _ Area Depth Separation Int Shade Screening 15 E 7 Wood Double(Clear) Yes 0.3 0.3 36.0 ft' 1.3 ft 0 in 7 ft 0 in Drapes/blinds None 16 S 8 Wood Double(Clear) Yes 0.3 0.3 108.0 ft' 1.3 ft 0 in 7 ft 0 in Drapes/blinds None 17 S 8 Wood Double(Clear) Yes 0.3 0.3 40.0 ft' 16 ft 0 in 10 ft 0 in Drapes/blinds None 18 S 8 Wood Double(Clear) Yes 0.3 0.3 6.0 ft' 1.3 ft 0 in 4 ft 0 in Drapes/blinds None 19 W 9 Wood Double(Clear) Yes 0.3 0.3 36.0 ft2 1.3 ft 0 in 7 ft 0 in Drapes/blinds None 20 W 9 Wood Double(Clear) Yes 0.3 0.3 30.0 ft2 1.3 ft 0 in 6 ft 0 in Drapes/blinds None 21 N 10 Wood Double(Clear) Yes 0.3 0.3 24.0 ft' 20 ft 0 in 10 ft 0 in Drapes/blinds None 22 N 10 Wood Double(Clear) Yes 0.3 0.3 9.0 ft2 1.3 ft 0 in 4 ft 0 in Drapes/blinds None 23 E 11 Wood Double(Clear) Yes 0.3 0.3 36.0 ft2 1.3 ft 0 in 7 ft 0 in Drapes/blinds None 24 S 12 Wood Double(Clear) Yes 0.3 0.3 12.0 ft2 1.3 ft 0 in 4 ft 0 in Drapes/blinds None 25 W 13 Wood Double(Clear) Yes 0.3 0.3 54.0 ft2 1.3 ft 0 in 7 It 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 600 ft2 600 ft2 86 ft loft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 5079.47 278.856 524.429 0.47399 7.86904 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.5 34.6 kBtu/hr 1 sys#1 2 Electric Heat Pump None HSPF:8.5 34.6 kBtu/hr 2 sys#2 3 Electric Heat Pump None HSPF:8.5 17.8 kBtu/hr 3 sys#3 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 34.8 kBtu/hr 1044 cfm 0.75 1 sys#1 2 Central Unit Split SEER:15 34.8 kBtu/hr 1044 cfm 0.75 2 sys#2 3 Central Unit Split SEER: 15.2 17.8 kBtu/hr 534 cfm 0.75 3 sys#3 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.75 1 gal 70 gal 120 deg None 10/10/2014 2:12 PM EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' DUCTS / ---Supply— -- Return---- Air CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler CIFUI25 OUT QN RLF Heat Cool 1 1 st Floor 6 258.2 ftZ 1st Floor 64.55 ft' Default Leakage Attic cfm (Default)c 1 1 2 2nd Floor 6 120 ft' 2nd Floor 33 ft' Default Leakage 2nd Floor cfm (Default)c 2 2 3 GuestRoom 6 80 ft' GuestRoom 22 ft' Default Leakage GuestRoom cfm (Default)c 3 3 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb [ ]Mar Apr May ri Jun rl Jul rl Augri Se [ ]Oct Nov Dec Heatinf X�Jan f X�Feb [X]Mar f Apr f May Jun Jul AuSep [ ]Oct XNov X Dec Ventin [ Jan [ Feb X Mar [X A r [ Ma Jun JulAug Sep [X]Oct X 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 10/10/2014 2:12 PM EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 306 12th St. PERMIT#: Atlantic Beach, FL, 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 controls and 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. X 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. X 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= X 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 X variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 10/10/2014 2:12 PM EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 63 The lower the EnergyPerformance Index, the more efficient the home. 306 12th St., Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 5184.00 ftZ b.Frame-Wood,Adjacent R=19.0 144.00 ftZ 3. Number of units,if multiple family 1 c.N/A R= ftZ 4. Number of Bedrooms 4 d.N/A R= ftZ 5. Is this a worst case? 10.Ceiling Types Insulation Area No a.Roof Deck(Unvented) R=19.0 2193.00 ftZ 6. Conditioned floor area(ftZ) 3873 b.N/A R= ftZ 7. Windows" Description Area c.N/A R= ftZ a. U-Factor: Dbl,U=0.30 1012.00 ftZ 11.Ducts R ftZ a.Sup: 1st Floor,Ret:1st Floor,AH:Attic 6 258.2 SHGC: SHGC=0.30 b.Sup: 2nd Floor,Ret:2nd Floor,AH:2nd Floor 6 120 b. U-Factor: N/A ftZ c.Sup:GuestRoom,Ret:GuestRoom,AH:GuestRoo 6 80 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ftZ a.Central Unit 34.8 SEER:15.00 SHGC: b.Central Unit 34.8 SEER:15.00 d. U-Factor: N/A ftZ c.Central Unit 17.8 SEER:15.20 SHGC: 13.Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 3.817 ft. a.Electric Heat Pump 34.6 HSPF:8.50 b.Electric Heat Pump 34.6 HSPF:8.50 Area Weighted Average SHGC: 0.300 c.Electric Heat Pump 17.8 HSPF:8.50 8. Floor Types Insulation Area 14.Hot water systems Cap: 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2193.00 ft' a.Propane EF:0.75 b.N/A R= ftZ c.N/A R= ftZ b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building O�111ESTgr� Construction through the above ener y saving features which will be installed(or exceeded) in this home before final inspectionOtherwise, a new EPL Display Card will be completed [. p based on installed Codec lian atures. Cr - a Builder Signature: Date: tJ Address of New Hom 3d S City/FL Zip: • *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Tousey Residence,306 12th St Builder Name: Street: 306 12th St. Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, 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 of subfloor decking. cantilevered floors) Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I 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 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 Pro ect Summa Job: + wrightsoft i Date: Oct 10,2014 1st Floor By: M.Ellis Energy Design Systems, Inc. 12132 Weatherwood Estates Dr W,Jacksonville,FL 32223 Phone:904-268-3670 Fax:904-268-3670 Email:eds jax@gmail.corru Project • • For: Tousey Residence 306 12th St., Atlantic Beach, FL Notes: Design Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 'F Outside db 93 °F Inside db 72 'F Inside db 72 'F Design TD 40 'F Design TD 21 'F Daily range M Relative humidity 50 % Moisture difference 58 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 21775 Btuh Structure 25379 Btuh Ducts 2658 Btuh Ducts 3132 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24433 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Infiltration Equipment sensible load 27827 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3498 Btuh Ducts 314 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ftz) 1828 1828 Equipment latent load 3812 Btuh Volume (ft') 20108 20108 Air changes/hour 0.27 0.14 Equipment total load 31639 Btuh Equiv. AVF (cfm) 90 48 Req. total capacity at 0.78 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Bryant Make Bryant Trade BRYANT Trade BRYANT Model 215BNA036"'*** Cond 215BNA036****` AHRI ref 6955263 Coil FX4DN(B,F)037L AHRI ref 6955263 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 24360 Btuh Heating output 34600 Btuh @ 47°F Latent cooling 10440 Btuh Temperature rise 27 'F Total cooling 34800 Btuh Actual air flow 1160 cfm Actual air flow 1160 cfm Air flow factor 0.047 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2014-Oct-10 14:13:17 wrightsoft Right-Suite®Universal 2015 15.0.00 RSU17457 Page 1 f�Ca ...Residence,306 12th St.,Atlantic Beach,FL.rup Calc=MJ8 Front Door faces: N Pro ect Summa Job: + wrightsoft 1 Date: Oct 10,2014 2nd Floor By: M.Ellis Energy Design Systems, Inc. 12132 Wealherwood Estates Dr W,Jacksonville,FL 32223 Phone:904-268-3670 Fax 904-268-3670 Email:eds.iaxQgmail.com1 Project • • For: Tousey Residence 306 12th St., Atlantic Beach, FL Notes: Design Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 72 °F Inside db 72 °F Design TD 40 °F Design TD 21 °F Daily range M Relative humidity 50 % Moisture difference 58 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 19675 Btuh Structure 31367 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19675 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Infiltration Equipment sensible load 30615 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2100 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area (ft2) 1680 1680 Equipment latent load 2100 Btuh Volume(ft') 16800 16800 Air changes/hour 0.26 0.14 Equipment total load 32714 Btuh Equiv. AVF(cfm) 71 38 Req.total capacity at 0.86 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Bryant Make Bryant Trade BRYANT Trade BRYANT Model 215BNA036***** Cond 215BNA036***** AHRI ref 6955263 Coil FX4DN(B,F)037L AHRI ref 6955263 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating Input Sensible cooling 24360 Btuh Heating output 34600 Btuh @ 47°F Latent cooling 10440 Btuh Temperature rise 27 °F Total cooling 34800 Btuh Actual air flow 1160 cfm Actual air flow 1160 cfm Air flow factor 0.059 cfm/Btuh Air flow factor 0.037 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.94 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2014-0ct-10 14:13:17 wrightsoft Right-Suite®Universal 2015 15.0.00 RSU17457 Page 2 /CCk ...Residence,306 12th St.,Atlantic Beach,FL.rup Calc=MJ8 Front Door faces: N Project Summary Job: + wrightsoft Date: Oct 10,zo,a Guest Room By: M.Ellis Energy Design Systems, Inc. 12132 Weatherwood Estates Dr W.Jacksonville,FL 32223 Phone:904-268-3670 Fax:904-268-3670 Email:eds jax0amail corm Project • • For: Tousey Residence 306 12th St., Atlantic Beach, FL Notes: Design Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 72 °F Inside db 72 °F Design TD 40 °F Design TD 21 °F Daily range M Relative humidity 50 % Moisture difference 58 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 7109 Btuh Structure 14165 Btuh Ducts 1647 Btuh Ducts 1604 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 8756 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Infiltration Equipment sensible load 15391 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average0 Structure Fireplaces 978 Btuh Ducts 372 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area (ft2) 365 365 Equipment latent load 1350 Btuh Volume (ft3) 3650 3650 Air changes/hour 0.45 0.24 Equipment total load 16741 Btuh Equiv. AVF(cfm) 27 15 Req.total capacity at 0.85 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Bryant Make Bryant Trade LEGACY LINE PURON HP Trade LEGACY LINE PURON HP Model 215BNA018 ***** Cond 215BNA018***** AHRI ref 4843464 Coil FX4DNF019 AHRI ref 4843464 Efficiency 8.5 HSPF Efficiency 12.6 EER, 15.2 SEER Heating Input Sensible cooling 12460 Btuh Heating output 17800 Btuh @ 47°F Latent cooling 5340 Btuh Temperature rise 27 °F Total cooling 17800 Btuh Actual air flow 593 cfm Actual air flow 593 cfm Air flow factor 0.068 cfm/Btuh Air flow factor 0.038 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.92 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2014-Oct-10 14:13:17 wrightsoft Right-Suite®Universal 2015 15.0.00 RSU17457 Page 3 ACCA ...Residence,306 12th St.,Atlantic Beach,FL.rup Calc=MJ8 Front Door faces: N Zi -7 d(D O 'O c O O N A r (D m C 0& rt W W W W --I m 3 •-I c N rt- rt Annnnn 0 Q C O e -i 0 O N O iC d C E S S on O W O n o 3 -�11-n m-nI - m 0 0 N D •e7 O '0O c rt� 0 fD w 1 1 1 1 r < Q 1 1 m nc o D N til N 0 0 S v�0 O O O C - d N as rt rt rt 1 3 O +�3 3 3 3 3 0 - N O0 3 r 1 rt O- p d c NNN y a c T o a 3 a co m a m x x x Z rtN m dm _o 1m N awA 033 a N� 8 m D c - art S Cy CD Ln0 CD NNN --I 1 rt IA fD CT O O c rt -0-V'U i-. a 0o J O d 1 to - 11 n 1 - m >o aN d d \ CD 3 O"--- -n WNN M m L N JN - aA a 0 c -h-t-h rt0 W O W D IA m - O d d d d = rt O d S a IA 0 r- rt rtrtrt IJrt -• 41 O S d - N 0 W m Ln - < ad NONOO CD N N m O a. . • O (A W O' N --1 O d toOLnO j = "ygE•",i "-- -' x - m S d O rt 0) 0100°0\ a Op O' F a m 11 En 3 0 rtrt rt r+rt-0 0 N o c E § n X 1 3 'O N 0000 - - O - ti N 00 n F � N4 cn rt 7 w '''" III a rt co 3 01 0 ocnm < v e o�Y°- '$ q m ' c S O o ofn o o v d c °n Rb i° e F 3 C < 'O'O'O-O 1 C D n. - I rt O O 0 m r N S -O d 0 rt rt - N �w�e mac n� •s o i xz Q I d 0 - 0 -lZ D W rt S e rtrtrtrt 'O < CP m o o °^ nm - m • 0 a d m JNJ N- O ° - s 'p J S a 3 Ul O < m c rt ocnomo m D a v mrnaorn— a m q iii nm�n-e �o n I W gmim° n�oE own_ rr 1 Om U < W z d m m c .Z7 < N _ N n : sa 11 �< d 7 d O W �- �L° $� W o 00 00 rt n a m m o _ TI C O m D m _0 NCD u 1 m co7 �Eamauao c -_ --I (rt aR I Ln N N .NC < X A �< r--��--�z C-- d D rt- no ��-c E W-1 z N o 00 o -i rt� 03 dm 2 �3mmood J O u N'0 -— fND a m—m m N rt e _ \• _ A C III A� d _ rt CO 0) m n n w u u C.)0) 1 o\n.0 SSN O "O Sm C m Z. -iNSc O O 0 AA-r Oc 03-101 a m --j d 1 1 S 3 ° N _ XXND n1 nn Md O c O -1 - aam V • Woom- o-", -•1 ECo'o • a 1 m O F N c r O.• •� O fJ° m 7 3 K N an d n- -0 ---- -I W -IA rt IA 0 S rt rt d m s •• m O'1 rt ON O 0 ;o30m•• N tnrt 1c c z -•0000 m A o 0 - 00O nF F F jn fr <f0 E rn, N r IA d m CCD O W T NNNSD 77 N 1 MUI Z •O'�� 11m FD3 - �m rt CnNx a 1.'O 3 0 S n0 0 0 IA F A• w C D 1/•• i D -1 m O -t C'O m -4 O = y m r 0 0 Zad 7 N-m J!O f - H C �••..*... a rt 1 c1m 3 3 m-•3 0 - `4� O SaW W� m m y Ort 3 A mU Ln Ln - n w rt1000 -• R1 .0 ?N W= Ed zaln rt� 03E 00 N -i 0 1 0 -•a 0-to O �lD 0 . • p Cn O m.11IA O v 0 1 3 � 3 c d d C) m m -' x a - rm m co fcn m A p V1 v --IW W --A '� 0 1 to O 0 C - C O 0 n n n -n < a �' y v D -I r fD m n m O S z D ry r v v r \ 0 n m x CD o C) n \ - - w D 0 I -h O On f0 v d. n• 1'I Ul O Cn0 0 MCD o o� m n 3 N ; 0 0 0 0 0 0 0 O N N N N (n V) n 11 -n 1'I -n3 m 3 O U v (A L -n N = v v z N „ �. z m CD SE DI -n �� a 0 z m m m oo 71 m 1 C) n (D 0000 0 C d n A L a n ro W O N H W CD 'D -' O Ln W 1'I N M Cn 00 rt O a Ln w • �I ^0 1 O , 'O C 0 0 d A r N Crt W WWW 1-� I fD 3 rte — N d --I u N rt ononnnn I n O' C O � N In O 1 , , , , , , d -I S S N w Q , fN� 3 ��TTT TTS— CD O _1 N D -n� Q , a—r c n COOT n n -I n r < U. <D C) o D O XND N S -jNO 0 0 0 0 c — d 0 a0. rt Oa 3 r Oomm rt O ON3 3 3 3 3 Um C NNN N Q a 00 O CD a CD x x x O u - d A CD -O° I In rn a co a W D Z X N- �7•� (D - S C)" -' O Ln v CD N N N 1 7 d aOcnNOOc rt ��-0 — C c) N X In n n m m o u 00 NSD d CD 7 O-O-0 -a '0 "n WNN til R7 v` III ---4 - a n o -n-h -n-4 d w m 3 — A fD -V 0 d d d d d GO fn'F O p N r- O. 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DSNnO-� f 9 l01 J f n;0 0�q C m 6,f_ C _J 0 oP��n ~ 3 N m � c iioNaO eoc JO oqn �f AJ iQ LI I J mN C J T � JO nm � os � Y a� + g3pD us:..J,,n, p h yNRO J... wJ OOPJ CZ J -o io¢�nN n13 • myO�oNi O.QN3" �J Gr y � m n m Ip J 0 3 ao-, D � C°vom3fD erC m E.N m Q h O ao�r�J� Nva 9- Q i� ..Qd �O �V 27 ufnOO-qo yZ V N N VI N_O hflQ J(7< m �--� no�.N.3 3 i Dfl D1'] D DCI D�f'10 _ O D N n s'+ f p Q N r o w a n vni D OD O) � W W N W W N W W m Q - m 0 z '3 3 P O + �bgq'O� u _N� A 3 O� ON�IO OJ O O JOO v' h 3 3P N3 n 3 n Q �f o Vj 3mR A�n� y�2 P o o Vl UI I o N l o N i o Ul 1 O p_O "O Z S 3 1'1 O O .D 3 N 7 7 P m Q i o N J m Z Z Z Z O o NI UI v M W W O' N n �— �JfON.i- nmx S..D P. .. n..L1 ...O� OOm 30 SON 0 P O O P O O p O p C A m A 3 3 OfgN 3300 SPo¢ om Z> £ NNNNm ��6 .ONat0N6 SW hm 3. N cl I?f�o..J mi;oa3 01CryN N N D Dm D D m D D m Q m% 'D O% I I O O nJi ¢ Po^nib rsic 6 D D D Dom, pom oOm p O m E pj p W n 7 r. NNP. oNP o�P_ W UI p S U3 J 3 3 C nno• � �nno Q oWo�- NUI- IOVN_ pv Q7 IDLn t=o U m Z Z Z O O O p C m Q� O Z 3 h n cQyn - tic p Vy�E :D E :D EtONE P 00 Q�. ffV -m 3 �go3s°'y �' Opo o p1D D D� Dt0 D SID rto 3 N 7 n wN oa AOSym 07 N�NNN �pN O�N ...�N 3 ON nh 3 W 0A O ®1ON O O SCL hT- X D D a 0 60 O n mA tJ CLN 7 XO n O l 10 3ID .D O D < 33 'OrtN Ll I'1ZZZD D D D D m 3 o m 0 hP 2S 3 Cn CSO D N m D ry T 6t1 m D !D J G O O 19 O O O O W UI 6 N 40 m 3"h J O N O -1 3 9-3" Q3 m D 3 O *j. D rt� J SPL N Gj0 •• �_t�7 p- nDi o,o o, 'D N o�0 =D m Q n D m o �0 UI / h O O Q 3 N D D D D p h N 7 Imll D l < C O ^ �t 6 O 10'1 A p A p C O N h N h_m h SI (n N m m N[3 0 n O o O N 03 N N S A N U O a 2� $ O N /��\�' m o0 0_09 Noo No o p i v 0 N p T t0 •l: N N 000 �•• ..��} O Iv j Q C N a !S N 0 H A /pl MIMNIF" P 1D3 h IU J X P °, s 00 X t7 3 X37 X D O U C O X 3 O v P N N 3 Q 3 3 I `F n Nm Am 3 !`1 m m m 33 U�3 0 T D o C X 3 m r ' l < m 3 I P l 6 6 m 0. hh 3 n Q A0 3 3Z Nn37 rld � h R m O p f33P £ O 7 (17 ID m 3 fPZ ()N R) O O N N X X 0 m /3 S O`A 0 } hNN N 3 WN T : n o Q 3 3 .+�' Q 0 1 3 TI !n OP O n p II m w A N O h L1 J 3 N _ Q h 0 O 3 t7 t7 �S7 v a n a m T h N ro W n Ln �i o I ;{7 D �T'1 m a a Sc p o 0 3 N P by m mTI II W< f11 W h O .\' N , }3 3 D ✓T M n h 0 3 M N r N n II a n_3 o m Q'7 3 3i 3 td \ m ,O p O 3 P Q< O 1p } \ x a) 3 7 3 3 n d r I m 11 3 5 h 3 3 3 ra fF f3l \ J bd m s ID Z ID 3 N P m N I P N S o O m N LI- Z Z < n 7 - O m T A N w LUMBER UNLIMITED RICHARD TINGLEY 1017/2014 4:25 PM 2175 W18TH ST JACKSONVILLE FL 32209 904-356-5440 Doma SizerTm©2014 BlueLinx Corporation Version:15.0.0.6 Project: 42063-30612TH ST ATLANTIC BEACH Mark#: BM-1-Floor Beam Usage: BEAM Max Deflection: LL=L1360 TL=L1240 8" $„ 1000psi 1000psi 16'5 1/2" I LOADS Project Design Loads:Floor:Live=40.0 psf,Dead=10.0 psf Live+Dead Ld(T) Live Ld(L) Location* # Shape @Start @End @Start na End LDF Span# Starts Ends Additional Info 1 Span Carried(psf) 37.0 20.0 125% 0 0' 16 5112" 6's.c.(Slope:0.0112) +Wall(plf) 138.0 0 0' 16 5112" 2 Span Carried(psf) 50.0 40.0 100% 0 0' 16 5112" 2's.c. 3 Concentrated(Ibs) 14117.0 11293.6 100% 0 0' Uniform(ph) 22.16 0 0' 16 5112" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 Max Reaction 16760 2643 Max 100% 11623 329 Max 125% 494 494 Min Reaction 4643 1820 Min 100% 11623 329 Min 125% 494 494 DL Reaction 4643 1820 Min Bearing 6.20" 1.50" [Based on bearing stress below] Brq Stress(psi) 750* 750* (*Based on member brq stressl DESIGN Actual Span Location Group Allow LDF Ratio V(Ibs) 1540 1 16'11/2" 21 15960 100% 0.10 M(ft-lbs) 8843 1 8'2 314" 21 75564 100% 0.12 LtRn(lbs) 16266 0 0' 21 21000 0.77 See Note 5 RtRn(lbs) 2437 0 16 51/2" 71 21000 0.12 See Note 5 LLDefl(") 0.02 1 8'2 314" 71 0.55 U12863 TLDefl(") 0.06 1 8'2 3/4" 71 0.82 L/3257 USE: onCENTER LVL 2.0E 13/4"x 24"2 Plies Grade,Depth,Plies selected by user onCENTER@ LVL by BlueLinx NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all bearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support 3.Analysis valid for dry-use only(less than 16%moisture content). 4.Loads have been input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 5.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Reaction from'Supports'section above. 6.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 3 rows of 16d nails @ 12"o/c(one row 2"from top, one row at mid-depth,one row 2"from bottom). 10.For beams with loads not applied equally to all plies,refer to Fastener Recommendations for Side-Loaded,Multiple-Piece Members in the BlueLinx Engineered Lumber Residential Floor&Roof Systems Product Guide. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.Load Combinations:I0=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115%),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=0.61)+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 13 Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL 0 for DL).